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Home My WebLink AboutSUB202000082 Plan - Revision Road Plan and Comps. 2020-06-24GENERAL NOTES OWNERS: DEVELOPER: ENGINEER: TAX MAP: ZONING: TOTAL PROJECT AREA: PROPOSED USE: ALLOWABLE DENSITY: PROPOSED DENSITY: REQUIRED SPACE: OPEN SPACE PROVIDED: TMP o4600-oo-oo-oi9B4 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 04600-oo-oo-o19B4 D.B. Sou, PG. 17o 162.75 ACRES NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi8000il 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, 2o16 BY BOS WITH CONDITIONS. 04600-oo-oo-oi9B4-162.7S AC. (PORTION OF) BLOCK 9 - io.99 AC BLOCK io - 9.66 AC BLOCK ii -13.91 AC TOTAL = 34.56 AC 85 TOWNHOUSE (VILLA) UNITS BLOCK 9: i9 UNITS (MIN.) TO 57 UNITS (MAX.) BLOCK 1o: 9 UNITS (MIN.) TO 27 UNITS (MAX.) BLOCK ii: ii UNITS (MIN.) TO 53 UNITS (MAX.) BLOCK 9: 33 UNITS BLOCK 10: 24 UNITS BLOCK 11: 28 UNITS Bg B10 Bn CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 1 i.8ACRE5 1 o 1 2.8ACRE5 I 4-6ACRES 0 1 3.5ACRE5 I i.o ACRES I o.1ACRE5 1 4.7 ACRES 1.2 ACRES I 8.2ACRES I 1.3ACRE5 1 0 1 10.7 ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o z. ACRES o. ACRES z. ACRES 1ACRE5 o .. ACRES o. z ACRES o. o ACRES a6 ACRES 1ao ACRES 8.66 ACRES o.54 ACRES o 1o.3o ACRES Bg Bio Bu BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES / 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5TO BLOCK i9 FRONT SETBACK: 8' MIN. & z5' MAX. PORCH SETBACK: 5' MIN & z5' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: 1o' 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, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2019. DATUM: NAVD 1988 9 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 A TOTAL 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 . HARD SURFACE PLAY COURT SUCH ASA 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 1 ON STREET PARKING SPACE PER EVERY UNITS IS REQUIRED. O 4 8 UNITS = zz PARKING SPACES REQUIRED 5 /4 zz ON STREET PARKING SPACES PROVIDED BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.z.i OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OFTHESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, zo05. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 18.27ACRES (54.6%) LOTS: 7.66 ACRES (22.9%) ROW DEDICATION: 7.51ACRES (22.5%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 17o,625 SF BUILDINGS, PATIOS/DECKS: 95,76o SF DRIVEWAYS: 37,800 SF AMENITIES: 7,i5o SF TOTAL IMPERVIOUS AREAS: 311,335 SF (7.i5 ACRES) 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. SEESHEETi6. 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 SCOTT R. LINSSZI / 10, O F" L) Lic. No. 035791 SITE A etVQO A�0 6/24/20 �4 ROAD PLAN ��SS7na..T II II lilil I tint I I I I I I I I I II II I I i I I I I I I l II II � I I I I I I I I I I I it I I i i I I I I I I I I l I I I I I I I I II j I I I I I I I I I I I I I I II I I I I I I I I I I! I- II II I I I II IJ I IQ I I ILL I~ I I 0� II i W I I IV) J I I I Ql C0 I I Lu I I Lr I 0 > I I� I I I . � I ,b II II I I II I II II II II II II II II II II II II I II I II II I II I II I II I II II I I II I II I II I II I ll I I I I I I I I I I II I I I I I I I I I II II j I I I I I I I II I I I j I I I I I I I I I I I ) I I. Illl►itit i. II I I '1I I I E SUB202000082 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA �/ I PROP ED16UTE A, BUFFER oo'WIDE BUFFER NATURAL UNDISTURBED BUFFER 3o' PLANTEDIREFORERED BUFFER) \ OPENSPACE z 3 � z EXTENSION OF ARCHE BOULEVARD TO BE C - \ SEPARATE SET OF P ILOT \WITH THE APPROVED ILora LOT4 OPEN SPACE�� R ILOTS LOT 34 LIT3S LOT36 LDr7 ` I LOT 33 vim. _I LORALAN \ LOTi�PROPOBFD PU9IJC ROAD I _ ` 1 - 49 PVBLIC R/W L LOT31 , � - 1 � I I LDrn 1 � , LOT3 V 4I P r � I 1 LOT as LOT z9 I I 1 LoTb -1 1 I 1 LOT,, Lol x]:cm.G LOT as ` LOTS I I I \ V LOT aS 1 LOTS \ �[ Lor I 1 LOT L! r.1 m a 1 LDT zz 'L l ,A is \ r o I LOT s v I OTz t OTi ® 9 `I I m LOT z� --� ROPOSED GREENWAY \ =A 1 a ` r -------------- ----------------- -------- --- n - - - ------------------------------------------------------- 1= , r I LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT -- :EXISTING VEGETATIVE/LANDSCAPE BUFFER ------------ GREENWAY BUFFER -- PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN d PROPOSED HANDICAP PARKING SPACE • _ _ _ _ 1 r< « PROPOSED ASPHALT STRIPING 11�----200 ----------- EXISTING CONTOUR ♦� - % '.j - zoo PROPOSED CONTOUR 506 71 TC 5C6.21 EP PROPOSED SPOT ELEVATION R AVENUE TO ASHWOOD \ \ TBC DENOTES TOP/BACK OF CURB OMPLETED (UNDER A ♦♦ �' `\ TAB DENOTES TOP OF BOX LANIS) IN ACCORDANCE `�` 506.77 TW PROPOSED SPOT ELEVATON BROOKHILL PROFFERS. ` 506.21 BW ♦ TW DEN07ES TOP OF WALL -�� ♦♦ BW DEN07ES BOTTOM OF WALL r ♦ \� PRESERVED STEEP SLOPES ROPOSED GREENWAY MANAGED STEEP SLOPES \ j®® \ ♦\\ PEDESTRIAN AND VEHICLE ACCESS LOT 3T ,o �♦ PROPOSED CONCRETE wrg0 ®�� ` ♦�� PROPOSED & EXISTING GUARDRAIL LOT 39 ® � - Dr4"�'� `♦ PROPOSED FENCE l Vv'. ♦♦ j ♦ OO OO Qo 100 YR. FLOODPLAIN ��`-'`"�L�t.LOT4i. � !� A ) \ k < oTa= \FUTURE ROAD EXTENSION (UNDER DIFFERENT SET OF PLANS) ♦ ♦ OPEN SPACE LOT 4 \ S LOT 46 \ \ \NN , ' e ® i y � � ioT 3_ LOT 49 `,' e♦ I -PROPOSED GREENWAY Lor sLor 49 \ / LOT 1 LDTS" ' Y \ OPEN SPACE IT �\ S � _ � o W B F,J oPDS�°°R• /. s � '� (4" Lor 6s.� p. Pam/ /` LOTB4 i. RO CO / `a °e,q � \ 1 � C Lors 0 o q Lor a, �' 'v/ �@orao o - e LOT 6T ♦ A ON SPACE \ /i rPROPOSED GREENWAY l\ _Lor LDTTy } oT a - LOT 367 `� Lor,._ ?� Lin �eJ LOT76 I v� v v . ty _ LOT 71 a ll. eo / LOT i4 �i ud �,\. � �' � i I LOT 73 \r CL �.. .1 i SHEET LAYOUT SCALE: 1" = 100' 0 I' : ;I•I,1kl P%GROUN� VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 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 10 GRADING & DRAINAGE PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 NOTES & DETAILS 14 NOTES & DETAILS i5 ROAD & WATERLINE PROFILES 16 ROAD & WATERLINE PROFILES 17 ROAD & WATERLINE PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES zo STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 DRAINAGE MAP 24 DRAINAGE CALCULATIONS 25 DRAINAGE CALCULATIONS 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES z8 LANDSCAPING PLAN zg LANDSCAPING PLAN 3 o BOX CULVERT PLAN 31 BOX CULVERT DETAILS TOTAL SHEETS 35 ROAD CROSS SECTION NOTES i. ARCHER 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. ARCHER AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25OFTHE 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 i FOR THE 3 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 OF THE ZMA201500007 CODE OF DEVELOPMENT AND 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 "PRIVATE STREETS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT AND AS SHOWN ON THE DETAIL SHEET 13 FORTHE PROPOSED FLORA COURT CROSS-SECTION. APPROVALS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATIO) HEALTH DEPARTMENT DATE Z z O � 0 O Z E � c L J 1 a O o V) . rH 1 � 1 1 Uj 0 0 N N Q r � N St � s 0 Cf7 ° N U C`M s Z "' Q N ° M J �} 3 V 0 ° n 1 � CD n 0 O W � 0 N ° ° a 1 W O LL 1� J c a w L90 ° T� v J ° LU Z_ � O U U a 0 n WI a w U 0 0 0 Jc o CID w J w w w Z Z � J w U) ~� z J J O J w ° 0 > J a O ° O n 0 MM m O W ° x v w ° J N w E O w ° 0. x o a In a JOB NO. 182150 SCALE ° a 1 "=100' 0 N ° a SHEET NO. n m 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-DO-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 OGLESBYHAUGH; 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 04600-00-00-018AO; 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- 00-00-019AL 04600-00-00-019A2, 04600-00-00-019133, and 04600-00-00-019B4; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookbill"(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 41 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 cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase 1, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. 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 safety, libraries, parks and transportation. For the 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 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 for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty - sever and 57/100 Dollar, 5 447.57 other than a constructed For -Sale Affordable Rousing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housine. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective through a varier of housing es, including but not limited to for sale units, rental units, J � Y g types, g accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable HousingUnits. All purchasers of the For -Sale Affordable Housing Units P g (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify andprequlify 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 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 (12C) 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 b .( � ) 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 (800tb) 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, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of mad 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 Housine 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 Tent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the terns "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 any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Tenn, the then -current Owner shall notify the County in writing of the conveyance and provide the name; address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. 0) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer') for each such unit as follows: the Owner shal I 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 CC 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 1 G, 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 MSL Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars S7,419.91 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 Y 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 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total 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, (collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. in other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying i v t' 1 a credit for the In kind Contribution. In the event that the Project is completed prior to the balance of the J P In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site Within one year after written request 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, b General Warranty Deed and without consideration, fee simple title to a parcel of land for public Y tY P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements. Generally. The road improvements listed in paragraph 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 "RW SA"), 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 Hieh School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General WarrantyDeed and without consideration fees le title to a parcel of land for public hi school and/or , anP P P P� such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 ;COTT R. COLLINS' ? Lic. No. 035791111 z O a k U m W Z O Z to Z o r 'A L z V' w rr LU W M w o r o ^ v 0 Z 11 W W Z L9 Z W U1 Z J J 0 U M t6 N t N O O') N N Q LU J J_ U) LU F_ O Q U LU U) F_ LU LU U) LU O O (N X w 0 O CL a z Q J M r) Q 0�/ LL TI T� 06 0 'ON V / U 0 MJ W J J L`I `2 i 0 0�/ clL co W LL. LL_ O JOB NO. 182150 SCALE N/A SHEET NO. IA PHASE II INTERSECTION IMPROVEMEN TS C) IMPROVEMEP 3 Y - I r _ PHASE PHASE II ROADWAY IMPROVEMENTS IMPROVEMENTS EMERSECTION ♦ O J IMPROVEMENTS O PHASE I ROADWAY IMPROVEMENTS PHASE N INTERSECTION IMPROVEMENTS I / �, P010 BRgMM RGDf, TREE �, PHASE I INTERSECTION PHASEIVR ADWAY .. MPROVEMENTS IMPROVEMENTS k yt GUR BROOKHILLTRA C PHASING PLAN �f o L gsyw \ III bF j�� O0." Inre�e�.wgs�\ , Yp 0D / MIPROVEMFN ST SWMP g \ �r \\\\�MOROOSED ME N6CONNKTOP ft0A \ i I � Y I )It PROPOSED REDfBTRD CRM-WALK __ �� EYIBTINGTREE MEA A_ICOONfPEATYECO WA 1 \ r r / .. PROPOSEDPIRM / A. PATHWAY CONNE['n ' PHASE I INTERSECTION IMPROVEMENTS INTERSECTION) • CONSTRUCTWNEWWESTHOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WD1375' OF STORAGE • EMEND WESTBOUND RIGHT -URN LANEON POLD GROUNDS ROAD FROM So• OF STOMGETO aoo' OF STORAGE • CONVERT 1 I R 0 M LLS ROAD TDA RIGHT IN/RIGHT-OUT OPERATION. INTERSECTION a • CONSTRUCTASOUTHBOUND ROADWAY PROVIDING O NG (O LEFT -URN AND (1)%I RIGHT -TURN LANE. • EASTROUND POLGFTLO GROUNDS LANE ON POLO STOUNOSROAD WRHa FEETOF So STORAGE ROADWAYENnrANC T E OROUTERB TURNL URNORTHBOUND RICH URN LANE ON US ag WITH aoo' OF STORAGE. ROADWAY TO PROVIDE rU LEFT URN IANE &0) RIGW.URN LANE RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT TURN LANE ON ASH'NOOD BOULEVARD WITH aoo' OF STORAGE. RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVIC (a) RIGHT -URN LANE SEIVINTERSECTION RSECTIONS CONSTRUCTSOUTHWUND ROADWAY TO PROVIDE(.) LEFT - TURN WNEANO(URIGHT-TURN LANE CONSTRUCT AN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROAOWAYWTTH. eOFSTORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: / By: e/ -��A CHARLES R/HA GH By: �' Qs.e. QESB y <iri TZAHETH ANN OGL HY GH Date: nntt4y -r i e 19 OWNERS ofTax /Map Pa�rcel_04600-00-00-01800: By. / ' `'� `J " CHARLES R. HAUGH,' USTEP By: !/ DOUGLAS[B.. COMBY, TRUSTEE Date: J - O - OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Qomau m. yTd,,t - p rC An O. Haugh, Its President Dam: W lt� 8, act 9 Page 9 of 10 r / � f I r _ PROPOSED SALAMANDER CROSSING (3 TOTAL) POZ SALAMANDER TUNNEL NDLANECONNGURATIONAS �TRATIVE PURPOSES ONLY. T41 1TIONS OF POLO GROUNDS IN ACCORDANCE WITH THE ISANDRUALAPPROVEDROAC YINVERTED RETAINING I WALL_6N1D CLLVERT W-O WALLSYSTEM 1 8 FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT T! / 0 1 / C FIGURE E: BROOKHILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-OISM: HORNE LAND CORPORATION, a Virginia corporation By: 0—t.11 co Yi{"� /O/W-4446a t'" Am 0. Haugh,Its President -� Date: *� 7. 'i.D/ 9 OWNER of Tax Map Panel 04600-00.00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President -7 — "- Date: to-LRt T O / 7 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, 04600.00-00-019AI, 04600-00-00-019A2, 04600-00-00-019111, 04600-00-00-019113, AND 04600-00-00-019B4 WHEREAS the application to amend the roffers that were approved with ZMA 2015-00007 for Tax pP P pp Parcels 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A I, 046GO-00-00-019A2, 04600-00-00-01931, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brcokhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS, ZMA 20I8-I1proposes to amend Proffer Numbers 1 D 1 6 and 8 of the Proffers that were RE.AS,, H, , approved in conjunction with ZMA 2015-07 due to VUOI'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 CountyBoard of Supervisors waived the Planning Commission and Board of Supervisors public (tearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-4 1. , PP BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 201 &I I and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15 2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018.11 with the proffers dated April 18, 2019, }}q 1, Claudette K. Borgersen, de 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 sic to zero, as recorded below, at a meeting held on July 17, 2019. Cl Clerk, Board of County Sup r Isors a Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek _Y Ms. MoKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Panel 04600-00-00-019111: BROOIGMI.1. APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Mal ger By: An cGmty, Its President Date: SE3/2oraj BROOKEEILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend , agemen Inc., Manager By: �Alaan R. Taylor, is President Date: -1►a `I I q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County m R included a connection from Ri o Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a Yr P priority road improvement: and 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 Boar i d approved the remainder of funding P PP 9 necessaryto complete the connector road o be awarded D p h t r d t 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 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 D p y g a apartment of Transportation supported the proposed alignment of the new connector road. Pp P P 9 NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. -1 leAC Clerk, Board of Coun pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y _ Ms. McKee) Y _ Ms. Palmer y Mr. Randolph Y SCOTT R. COLLINS- Lic. No. 035791 Z O a k Z U f W O in O Z J O z 'A Lu z V, W u Of W W 1, W O Q rN O � v 0 Vr r M z Z j MN l'/ d• N 0 Q W N o N ryo W w Vl _ W 0 O U)NO T� � LL.M L L Z< LLM LL W Y Lu U �O Ul LU Z N/•�/ Vl r JUj NW OI..L J Q O O O O U W Lu ti 9 W d Ln JOB NO. 182150 SCALE N/A SHEET NO. IB No To 13 E Cokrs'r .-VzTsP SCOTT R. COLLINS- C. No. 035791 � H De ^� �� p ! b Uc� PROPOSED ASHWOOD BOULEVARD CONNECTION j / PROPOSED TRAILHEAD ACCESS AREA T �Rbi� J UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT �1— TkORN Z c� z Z �y W Z �SSIONAL E�Gl MORE E INFhMATIO ON REQUIRED BUFFER LL , c� n rr PROVIDEAND ry Cow A PEDESTRIAN ROAD CROSS NIG TO yzOSK, ✓YOR ✓ TRAILWA f \ / c 90 SNwOOD - W a ACCESS THE MULTI -USE 1 J� W J W o 1n o w `J C FOREST LAKES �Q v` ,V — NEIGHBORHOOD [ U z ROUTE `':'%I /�': CO T < 4 P ` SITE W r W %_ 29 WOO S i<� S E P IMPROVEMENT •4FiB5-i \1 � O [ lLn w SWM FACILITY # COUNTY OF 1 J c 3 3 o' MIN. NATURAL BUFFER - 1 R 7 O R yiCC z EMARLE CD ROPOSED PRIMITIVE TRAIL WITH ,/ ❑ Oq0 S Z � O W �1 „ CONNECTION TO FOREST LAKES ppC .. QGR QVNp s1S < z J \ r , � i IiI` ALBEMARLE COUNTY PROPOSED 1 \ © I•I \ RESERVED STEEP SLOPE '� S ROAO J O O - - PRIMITIVE BLOCK 1 ,) �� ',�• I<I TRAILWAY 3 i) .. I I (TYP.) 0I }I o Z v U z, ° _J ` U w E m TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000' 5 o n ----- DEVELOPMENT I k r' I te- B ANCOI[RT'3• \� ` C o N O o J GENERAL NOTES AREA (TYP.) a i - wl w'lll - LA OWNERS: TMP o4600-oo-oo-oi8w TMPo4600-oo-oo-oi8Ao HAUGH, CHARLES R. & HAUGH, CHARLES R. & < ~ w z ~ �. --.. _ - JR, TRUSTEES LI H. E.J. OGLESPARK � C9 i - SS I" Rp - < I f ,'� `� '', SBY z EMINOLE TRAIL 435 575 > 4 ` NN / _ __. _ ` D T.M. 6 -18B -. ... _ . -- - --- CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA zzgoz z W HORNE LAND CORPORATION _ / OPEN TMP o 6o0 o0 o0 of oo CROCKETT CORPORATION w -- 1= - SPACE (TYP.) /O HAUGH &HELVIN 435PARK ST N a A�� \ J PROPOSED CIVIC SPACE - \ _.fie \\ _ Q BLOCK I2 s c=1 ° /r"% CHARLOTTESVILLE, VA zzgoi 4 z EA `, 1 EASTERN POCKET PARK p ` (( l BLOCK IO °�''., BLOCK1 t.. (LOCATION TO BE DETERMINED ,, \ I� 4 DEVELOPER: RIVERBEND DEVELOPMENT, 455 SECOND STREET SE, SUITE 400 O w O w O u "r - _ _ ) EXISTING zoo -YEAR ° •°o , WITH FINAL DEVELOPMENT PLAN) O CHARLOTTESVILLE, VA 22903 C w °C w z _ FEMA FLOODPLAIN (TYP.) p` ❑ W PROPOSED VEHICULAR ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K J a z O � z 0 z r\INTERCONNECTION ACCESS BLOCK 9 PROP DPRIMI I *�' a, CHARLOTTESVILLE, VA zzgoz Z Z z O z g m m a p _ e r. TO THE MONTGOMERY O' MIN. NATURAL BUFFER TRAI W ... \ RIDGE NEIGHBORHOOD t Q f o z z F- N CD ROUTE zg ,�. o \ o o TAX MAP & ZONING: 04600-oo-oo-mBoo 04600-oo-oo-oi8Ao 04600-oo-oo-oigoo t--t w f f IMPROVEMENT ,i.i \ -` a �� ;,, 1 "2�i 1 _ �'oo<° OPEN , PATHWAY PROPOSED CIVIC SPACE ` O D.B. 73-4PG. Ego D.B. 1333, PG. 450 D.B. 731, PG. 690 W u w ¢ cn x O v f o u z w £ - SPACE - 1 ALBEMARLE COUNTY !� R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL o CC 1 BLOCK 11 GREENWAY 0 1 (IYR.) B MANAGED STEEP SLOPE 1 �� (TYP.) fL'( ROUTEzg A,'I _ ....Ar (TYP.)\ '� O /•- TOTAL PROJECT AREA: o4600-oo-oo-oi800 - 42.55 AC. o4600-oo-oo-oi8Ao - z7.29AC. z g d z g Ov z s''^�" IMPROVEMENT ' I, - '°• � '- `�H"' � GREENWAY GE$ONI J ;° , ° BLOCK 18 SWM FACILITY#z Y , F-_ GREENWAY"'- `a° (TYP.) - �� v.j. o4600-oo-oo-oigoo - 207.66AC. z77.5oAC.TOTAL o w a w O U -.. UPLAND ,•... .. '-. '+°°° .' J°� .' `" I� ) Gip (TYP / �` C ,�. J PARK �`, °.° �, �;. ' • -'' - n C, �\AN _ PROPOSED So'BUFFER I� ° -• of �� i/' : J \� \ PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT Cie Ix z_ u AROUND VDOT STORMWATER- ` ' \ / ?EXISTING ARCHAIC WOODLAND M\ MANAGEMENT POND �.l DEVELOPMENT / "�,.-'\ ) ; • ^ CAMPSITE AREA TO BE PRESERVED AREA (TYP-) - TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY =5. z g Lu `� r �\ �, i - P '� / o••° BLOCK 16 _ �. � ��I,� n J BOUNDARY INFORMATION WASCOMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. � � 090 l� ♦ \ �Y'' a �o° w l- ~"r.�-. DATUM: NAVD 1988 C7 w j / EXISTING ioo-YEAR z �`T�`,K 10 TREAMBUFFER(TYP. o ae•"aoo• .,% FLOODPLAIN (TYP.) / - UTILITIES: COUNTY WATER AND SEWER CV vwi ' - , \ _ 1 Y�C FLOODPLAIN: THERE 15 A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD sn vi ,o to ,o ® � /1 0. PROPOSED RIGHT IN -RIGHT OU aQm BLOCK 4 O \ - -, !, z __ BLOCK ,,% _ 4 DATED FEBRUARY 4, zoos. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE w Z INTERSECTION IMPROVEMENTS. w 1 / \ F.. Q £--�c^"'i \ / '._, SEEBROOKHILLTIAREPORT o> 4J ! TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLECOUNTY +� ( PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. a io 0 N rn 0 .+ + 0 .. rn 0 .. rn 0 Q FOR FURTHER DETAIL MAIN STREET BE CONSTRUCTED AT THE \ �' ' ^ f MONTGOMERY RIDGE PRESERVED STEEP SLOPE BLOCK iy'"+4 - 3 BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND (TyP.) S 4 / NEIGHBORHOOD NOTES: 0 3 THE NORTH/SOUTH CONNECTOR ROAD(BLOCKS / / 4- / i. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z _ OPEN P - i / z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 (V W O Q (TYP.)OPEN ��l _ .� + SPACE �/ DETERMINED WITH THE SITE PLAN PROCESS. 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH L (V ' - + ( ��_ I•. (TYP-) �`� BLOCK I ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE W > 1 ) EXISTING zoo -YEAR PROPOSED �'- - • - , \, j i ,'•, OR FOREST LAKES. r✓ W ) FLOODPLAIN (TYPJ.` - �,tJ' n RIMITIVE ,} ti - Ry '-- ° t 5- 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.M. 46 - 18D I a ; �'' : ," TRAILWAY i� �� \ / O� O CRAFTON CORPORATION ) . { Y', _ O G pP BLOCK O Z THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN- J T� z DEVELOPMENTAREA i GAR BOUNDARY (TYP.) s �50 y ( 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND LLJ c \ PROPOSED NEIGHBORHOOD CENTER ,- _ °°°e - - I IMITS OF PROPO ED REZONING SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE Z ob J (LOCATION TO BE DETERMINED P ' WITH (LOCATION INAL NTOBPMENTPLAN.) 1_,___ , BLOCKI _ 2 1 O PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY LLI J - - - -) ' - - - • + + �• ti --- r '°° S '� 7. DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q i--i I— O Q `l .. : _ --„� PROPOSED ioo' BUFFER ALONG RT. z ) INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETYACTION PLAN. Z 7 O L F- O Lu w g BLOCK •• x ACRE HISTORIC IC 4 6.6J J o' NATURAL LANDSCAPE BUFFER I L 7 & 3o'LANDSCAPE BUFFER f BROOKHILL PARCEL BLOCK 3 —� _ _ BLOCK 5 I - �e r ) _ .. I 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF 13) CIVIC AREAS, AS SHOWNv) ON THE APPLICATION PLAN SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C "'' o j I - ALBEMARLE COUNTY AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA L �, NOTE: A PROPOSED MULTI -USE PATH' APPROXIMATE LOCATION OF ) , 1 ANAGED STEEP SLOPE LAW (TYP.) GREENWAY 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER J Q = z J J HISTORIC MARKER FORTH +�� _ IS PROPOSED BY VDOT ALONG THE f (Ty P.) [� BROOKHILL PROPE °o % , �; ROUTE zgFRONTAGE 0FTHIS �� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. C Z t-1 � P, 0 I"I _ r �.'� j5 PROPERTY. PATHWAY TO BE •, _ - ' - - I I 1 PROPOSED zo' BUFFER a, i , -, k� 'y 1 f �' �, •' ~ `• I I. i - io. CONNECTION POINT�pN THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A Q O W (— LOCATED WITHIN THE VDOT RJW. I - ^- .:,`,qz. o , \ I - LOCATION OF EXISTING PEDESTR IANBICYLE ACCESS CONNECTION. V) `� BLOCK 1g UNN CEMETERY TO o o UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ¢ u w U O jt�tt" U7 REMAIN LOCK LINE (TYP.) j' \ %/' `; ° NOTE: ALL STORMWATER MANAGEMENT FACILITIES v Q ~ O ED L. (T J ° AND EROSION CONTROL MEASURES SHALL BE LEGEND Z J Jr,r; ° 4 4 ' ° LOCATED OUTSIDE OF THE PRESERVED SLOPES. ' BLOCK F) 1L U) J I ALBEMARLE COUNTY- b ' �. BLOCK 8 PRESERVED STEEP SLOPE i� i °"<°o e° ROPERTY BOUNDARY (TYP.) GREENWAY PRESERVED SLOPES Q Z Z M W - , 1 1 1 NOTE: AREA WITHIN THE ioo' BUFFER (TYP.) e , -• .? °o• -----� AND OUTSIDE THE EXISTING TREE 0 / O BLOCK O �•\ VEGETATIVE BUFFER 0 MANAGED SLOPES OPEN SPACE O Q Q w w LIMITS SHALL BE REPLANTED IN / EXISTING ioo-YEAR _ ....\ / r\�� 1. ..• .//( N H z ACCORDANCE WITH THE PLACES? DEVELOPMENT e, 9 FLOODPLAIN (TYP.) •° WITH FICA APPROVAL A io' MULTI -USE PATH FORESTED BUFFER REQUIREMENTS ING BROOKHILL r AREA (TVP.) If _ IM S OF igTH CENTURY SHALL BE EXTENDED TO THE ENTRANCE OF H SE TO REMAIN - GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J �-• W EL Q O +ENTS OF BROOKHILL '� -."" - MONTGOMERY RIDGE. THE HOA WILL NEED e3 TO APPROVE THE TRAIL AND EXECUTE ALL DEVELOPMENT AREA - d, • ` EASEMENT DOCUMENTS ALLOWING THE -_ _ - - PARCEL WITHIN BROOKFI LL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE igTH CENTURY COMPONENTS OF BOUNDARY (TYP.) - _ CONSTRUCTION OF THE MULTI -USE PATH - EXISTING zoo -YEAR '. o" rn ��-1 ON HOA PROPERTY. \ BROOKHILLJ LLI O FEMA FLOODPLAIN (TYP.) a' =' OPEN PROPOSED 1°' PAV E o "- PRIMITIVE TRAILWAY O SPACE io' MULTI -USE PATH TO BE CONSTRUCTED ALONG r, " MULTI-PURPO ETR IL ' THE NORTH SIDE OF POLO GROUNDS ROAD Com un ^ _ Uc ,,„•C „ e artment / / 9 (TYP.) I P PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR O Q O i _ _ ° '• °°o//////� �II - ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL rn v Z°p°..a ° ROPOSED PEDESTRIAN TUNNEL _ / LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. � O IMPROVED INTERSECTION • "< ORK Ap roved b r< Su ervisors CJ p AND STOPLIGHT.-'"^ o ®®® EXISTING ioo YR FLOODPLAIN ® I SEEBpOLp PROPOSED IMPROVEMENT TO SOVNNPR\JAR pg} STgTERT-R63 CV POLO FOR FURTHER DETAOIRS OpBROgp(So� TURNLANOS-SEETHEPOLO R\vP ...... STREAMS JUNE 15, 2015 48i<p-Z6 _ GROUNDSROADWAY 3) anner * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED u w IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE u w GALE _• �/ DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - zoo 0 z00 ♦00 800 SEE PROFFERS FOR FURTHER DETAILS 4.46 io' MULTI -USE PATH 11 ^O �. w _ Ln PROPOSED LOCATION OF HISTORIC MARKER JOB NO. - i8C SHEET 1 OF 1 PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION ( IN FEET) f• - C� 182150 - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFICTIA. /-' I inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE SCALE N.T.S. SHEET NO. 2 1 /! 1 I u II IIII -------------- 1 II Illj ! II IIII ' II IIII 1 II ,I,I,IIk ! II Illj 1 i II IIII �t/ II IIII 1 II IIII II Illl II II II II I II II II II IIIII Ih II II II II II n II II II II II II i I II � li II II - II II I II II I i uKNRID �O0660 04 ----- ---/ „- --- -- / I ;/ \ �\� ZF9�// / �\ �.-A� -� I _ - EN_Lv \ ! o� - \"Iff NEW >t mt It = mt It mt mt >• mr s >t mt >• at It >• MEN m m m m mm MT _ ' mimm m m >t I i r o -- 1 N I4 \ Lic. No. 035791 6/24/20 E BLOCK 13 44, o o BLOCK 15 % ! - \ ;( ! /' \ 14A YAN COURT \ [LJ \ V' _ \ t In In U co //' ��1"� �� zo BLOCK io v /, _ �� e �\ 1 �\ In DP202000008 INITIAL SITE PLAN W APPROVED - 03/06/2020 SDP20200008240* %`► `\ \ \\ \ / FINAL SITE PLAN v 1 L / /� \ \ \\ BLOCK 12 BLOCK 1 + BLOCK A / - _ � // // BOA l i (( ox 000 BLOCK 16 Mow ftft ,t� Now BLOCK4C vv I ROAD PLAN f BLOCK 3 ftft I BLO�iK�°5 (UNDER REVIEW) o� ' jr SUB2017-00117 1 1 °4 i I �/ / V aft h ° 1 r - , , � , ,- I ' BLOCK 1 � � � 1 -.r 1/ ° °, 14IF 1 BLOCK z SDP203900078 1 \ \ °\ °o \\ III ( ` BLOCK i INITIAL SITE PLAN �� -'sue\ \ a \ 7 �� 1 APPROVED- O2/21/zozoo v o v\ �� - A ��'-----�_ I ROAD PLAN gL�C`K I SDP202000035 iL0 K /4 1 (UNDER REVIEW) I __ FINAL SITE PLAN UNDER REVIEW SUBzo18-oo11s �. 201 00021 I 1 6P2o10ooS0 IAL SITE PLAN INITIAL SITE PLAN APPROVED ) 1 �' gt K 1A 'APPROVED- I I °Q 12/17/20i8 ,� SDPzol80004g o \ - . ;" �• _ - FINAL SITE PLAN ^� - -- NDE REVIEW Aftlor Inn, low , 11/ I � \o ) 1 0 BLOCK AREA SUMMARY i R AD PLAN (1 J BLOCK ig • (UNDER REVIEW) I BLOCK 6 SUB2017-0011 1 1 Developn° Gmempace.- Amenities (ac) AreaPer / Propsed Area (Roach. Proposed District Block land Use Discr Brool:hill Locs. Buldinm Developmem COD (AC) Area (ACy Pad io8loa) Per Area (_AC) COD I.ACy Ctsic ` Civie i Open Open Total Total )0002 \ ° \ °°, o ° Greemvav Greemiai� Buffen Buffers y ► �► f BLOCK 7 0 \� ` \ o° - Parks Paris Space Space Gteempare Gmenspace II I FINAL SITE PLAN \ °°° Regwrd Proposed Require Provide APPROVED - - - _ - - _ v\ ' \\ 0 1 ` I - � Rerryired Apposed Required P�pvided Required Proposed 4/23/2020 ' � BL K B `1 e ` `\ \ � "� 1 zl�v no.l znw Lz t; ]'- Cs_rD�,jx 6.: Sl L2 C. 0 0 1 ° F DPzoi o0054 I o° (l ` �� I 3 L'rn� ar 3 ] �8 Q 0 4 O it r INITIAL SITE PLAN \ ° V o 1 33 Lr_n:x<r: 3-3 0 0 z 0 8 APPROVED - 1 JIB c r.ac 1.8 II I J SDP20190001S ' \®� 4 L24 '7-9� 19 14-0 0_'- 13$ ]ty 19 O�i4 -9 19T 84-83 FINAL SITE PLAN goo 4.A L=` Dmsr. 9.99 7.17 0.96 0 0 1.43 L I \ ND R EVIEV\ II \ II II ' II II II II ' II � IIIII II ��, IIII II hill II :. IIII II (IIII II IIIII IIII: IIIII IIII II,IsIsIIf Ulgl SDPz0i800050 FINAL SITE PLAN APPROVED ow ............... POLO .STATE GROUNDS RO 643 (D.e. 48D (50 J 1 ` P. �63) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT GRAPHIC SCALE \ (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS ARE UNDER REVIEW) 200 0 100 200 400 J PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) ( IN FEET ) 1 inch = 200 ft. 4B 4C 6 8 /� 8a 8B v / 10 / ll / 12 I 1 13 14 Iron IS I6 13 _ 19 I - 1 C.:9 6 33 l _ _ 1 ID9 0.44 L34 3.07 6.59 - ' it 146 0.8i h- �.:• nl--. 66 Sl 0 +7 15 G C. 3b-orh, Den-., L'.? 119 0 29 4.? IL S7 21-91 117 12 9: 0 O 5.1 _ ii 4 4 .6 4 3.52 131 1196 -h nhs Doi -: 8, is :+ li 014 1 80 1.64 - 93 17-_6 '•4 li �I1)d =.'•6 1-18 8.93 12r_h"-�nc�.-•CDs-ns-: 9.6 6.8 0 I.S G '_-8 4.6 1z _r�:•rhac•=na.-, 4.6 34 0 3.6 1 Cr.1 4_'. 1mzh_:_•nc,. -3 D.-nsc. " 7 3: t', 8.2 1eeh�;-•rhz,,: A-ns__. L1.: 9.7 0 1.4 LI 0.9 3.4 \,2_h-. fi.,•-•�n,1=-� ;.4 4-1 0 4.7 L: G 6 >:2i�h"-:•fiacd Drn-'r L69 13.6 11 4.1 '_.l 1.- 7.4 1zLJCr.,ra,.c..i Den--: 9.7 84 0 I 1.9 LJ 0 3-1 12vihS.•ficn�Ikns`• 15.3 11.9 CI 3.3 3.8 0-:! '.3 1z:_shrorh,•:•� Den=, 34 4 '- J G-' I 4.4 ? 8 _.6 11 tAv'.`.l`.III 11ao•r P�:2- i = 32 0 C. 0 Cc Ij Total 223.9 168.8 M3 53.6 2A8 1 ml; O O N N Q N V N L ti "' cri Cn z Q N J CY) N C: Q W � N O N W > LLB T� Q J z _j J T� > 06 Y U W O 0 m L9H 0T� J z Q � w U > O W 1 J Y J W U = 1— O ul COCe z LU co � J Cl) J w � o J QO�/ 0 C)L OCD Co O N w J b F H w a � JOB NO. 182150 SCALE 1 rr=2001 SHEET NO. 3 TMP: 04600-oo-oo-oi8B o OWNER: HORNE LAND CORPORATION ACREAGE: 46.43 AC ZONING: RURAL DB/PG: 624/191 J Lu J O� Z LU LU Vl J Ql mrq Q Lu E I > 0 V I :D , w WOOD CQ nn��'AT�HLINE� �..�..�.... URT TMP: o46B5-oo-oo-ooiCo SE� TH :F RAVENS (OWNER: COUNTY OF ALBEMARLE S -1 ACREAGE: 4.75AC \ 'ZONING: PUD TMP: 04665-oo-0o-000To \v DB/PG: 19731473 I � � � � i i � __I OWNER: FOREST LAKES COMMUNITY i ASSOCIATION INC izAC -� II i f C ,• I� � � /�- I 111 I_ ZONING: PUD ACREAGE: 4 - _ 564°o4'39a8"E46i.43T .. -rY Y-i`r� „" •F;, 'I w13 a �.o I \ - --------------------- -- 1--=--I-�------------------- ----------------------------------------------------------- - ----- -- 521°5d43.00 „W5999' 1 VAV v b �. -1 GENERAL NOTES: I/j/ v v / 1, aJ, OO '—N84°a7 =3pwJ 39.92°' 1 �! �_ y, � � � � v,� �—,«.-� ; // / / //� J A/ / I � I I 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID � I � I � Qg v y �/ 7 / I \ 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM V A BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED I UPSTREAM OF THE PROPERTY. — — I 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. I \ \ \ v 1ICI I 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL �� 1 ; �� - EXISTING SANITARY SEWER AND INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF EXISTING STREAM ; — — — f rJ; / 20' SANITARY SEWER EASEMENT "E \ \ rI l I UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, P \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE C \ N 545 06.63,F _ _ _ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION ,\ 3z47Or \ BLOCK i3 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; 1 \ UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE ' \' CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED, 1 \ \ \ \ EXISTING WETLANDS (TYP.) TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES J�AT HLIN�� , \ SERVING THE PROJECT SITE. I INEWER ■ ■ mamma • ■ mamma SE THIS \ \ \ \ 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING � �'_�\ v A WATER LINES ON THE SITE. TMP. 046B5 o0 o0 ooiCo r� SH E 1 \ OWNER: COUNTY OF ALBEMARLE =11 1 \ ; ACREAGE: AC _L_-- I \ ZONING: PUD I I DB/PG: 1.973/473 /. 70' UNDISTURBED o° \ I j I I BUFFER AREA 1 -� v V l41) PtI�� --- 1 PROPOSED \ \ --- 1 GREENWAY, TYP. � � \ III 61.a37' \ J/ 3o' LANDSCAPE/REFORESTED 1 \ \ — \ t522' 56- - - 39 z8'E 4 �\BLOCKizBUFFER AREA5999c oo,WBLOCK10ROJECT BOUNDARY (TYP.) yy3.39.9zo' 1 1 \ \ / I 1 ♦ i III F A EXISTING SANITARY SEWER AND o I BLOCK g � ,x,, � \ \ az, \ zo' SANITARY SEWER EASEMENT ♦ A f�� y A oo® / �/ j! \ ALBEMARLE COUNTY ♦ BLOCKii MANAGED STEEP SLOPES ♦♦ I = \ �V / ALBEMARLE COUNTY o � \ \ LIMITS OF SUNNY\ o \ 103 _ ~ PRESERVED STEEP SLOPES \ - — ' ♦ \ ° DAY DAM BREACH \ ` o \ °10-0 00 ° 4 z737°E 576.929' '.ice ♦ 0- L 38.4z8', R=536.50' N63° 44 z737'W 576.929 `� —, L-43996',R y6i.5o' 50o 49 n.46"W 50.z73' -N3j ° �� _ - _-- .� \ o-�� G J o). ♦ o .(�j / PROPOSED 1. o \ °-5.46 sa--w,ac-�� \ GREENWAY, TYP. \ o\� o \ Ni9°3o'zz 28 E 51070' .o C'.a2.+ l 1 \ ♦ _ 1 ': O it o I ��'_ � m a a ��_ C %��. � �� \ _\ -` \ems \ � � �� in V i �•. 00 v, l = 00 BLOCK 4B \ 4 40 54.1 SDPzol800014 -I -I--- ° \� �W4z .�,g .— oo. _ I ---- pI s INITIAL SITE PLANo WS 6� 69 N+i9APPROVED o5/25/2o18 o Gho',\-. v I I SDP2o18000so I _ I - CI, II n BLOCK z—G.p' QO o o coo 'I FINAL SITE PLAN I —_J v Ila d C _ - vI 6 SUB2oi Oo081 _ I' , EXISTING LIMITS �o A -' OFTREELINE ` ° - o \ 6111' I' I'I I f / \ \ \ O M PROJECT BOUNDARY (TYP.) m I--- ------ o A — r � EXISTING STREAM oo \ \ I I y �v ° v vv �o °o vv� r i- b S o0 LIMITS OF FEMA APPROVED f ioo YR FLOODPLAIN `o �o N59°o'zy.8"W 9z.9' 00BLOCK 1 o I, tl \ \ I' L _ 1 I - / o l - I= I / I � f PROPOSED LIRROENTLYOUND AD -- (C ER REVIEW) I /( SDP201700117 Z. —ry—. GRAPHIC SCALE j oqp aoo o 5. IN FEET I A� 1 inch = 100 FL SCOTT /R. l!t�LLINS _ Lic. No. 035791 ,1, p 6/24/20 ;&[nhTAT. EEO` L9 Z W W z 0 z w ul z J J 0 u O r ti M M rn N co N O 0) (N N Ld J U) 0 2 U w Lu Lu U) w Of C� O O N z .j 0. 0 Q 0 L 06 O T� V U 0 co _l H� 0 0 co w J H w w JOB NO. 182150 SCALE 1 "=100' SHEET NO. 4 0 d c p PROPOSED GREENWAY 4- - ---� -- (TYP.) e � � e E < 261 _L LOT 20 o PROPOSED j (MAX. HT. _ PROPOSED W (MAX. HT. = 6'; E E F C . --------- --- _ -- _ - --------------- PROPOSED WALL 70' UNDISTU BED BUFFER FUTURE PUBLIC GREENWAY TO BE )EDICATED TO ALBEMARLE COUNTY JTIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA2oi80002i ��Y TH oF� _ UFFER__SCOTT R. LLIN5Z _ 37 3 - 3� CD - 32' 32' _ 39' _ - _ = 4� 3o PLANTED/REFORESTED BUFFER 1O ' WIDE BUT FER ALONG ROUTE N 0357 10' REAR SETBACK (TYP.) I , -- ic. o. 32' 9 CONSERVATION SEEDS AT A NOTE' SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP U L 91 z T SCREEN THE DEVELOPMENT. SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST C 5 42' _ SEE NOTE, THIS SHEET. RATE OF 6o LBS PER ACR OR 1 LB PER 1 000 SF 6/24/20 S �� T L — _ - - - - - - - - - - I \ Ss10NAL EEC PROPOSED PROPOSED WALL MAINTENANCE EASEMENT I I I - — - - - - - - - - - I PROPOSED WALL \ /� - MAINTENANCE EASEMENT MAX. HT. = 6') LOT LOT LOT I I PROPOSED WALL OPEN SPACE 4, - - - - - - - - - - - - - I = -PROPOSED CONCRETE SIDEWALK- - - ( 22 m 2 I (MAX. HT. =3') i------- 21 PROPOSED GARAGE (TYPJ 1 LOT LOT LOT -' i LOT LOT LOT LOT PROPOSED LOT a ml z8 �9 1— 30 ^ LOT LINE (TYP.) m (18X20' MIN.) LOT LOT _� to ml 27 S o> 31 32 33 I i LOT I^ PROPOSED WALL 25 26 ml m eo (1) PROPOSED (MAX. HT. = 6' �I 24 1 D 0 �, e 1 ) PARKING SPACE - ~I PROPOSED DRIVEWAY (TYP.) III DI (8'Wxzo'L). 2l ROPOSEDCG-9DENTRANCE (TYP.) I </ - - - + n - - - - - - L :. PROPOSED \ z (1) PROPOSED I ,o - 5' MAX. RONT SETBAC (TYP.) - - �L - _ z j - - - (-n GREENWAY A \ f - < A PROPOSED 6' PLANTING RIP N " 107' (TYP.) PARKING SPACE v - - -- - -- - R v I �) O 18' MIN. ARAG I�'' _ (8'Wx20'L) I (1) PROPOSED PARKING SPACE (8'Wx20'L) �- - - -I- - - a'`W \\ LOT N. , _ - - - - - - - - E �` - I PROPOSED CG-6 CURB (TYP. -T - 33' 18' TYP.y 8' MIN. FRONT SETBACK TYP. I �, ) 18' MI A AGE .�� I � �. � czi 2 �'^ ( � � 4, ( - - O PARKING SIGN (TYP.) SETBACK (TYP.) O1 - o / D / O J o \ I I e 1,1 1' 8' +12 - -- ti1' ti 3oR y 103' - -I / E ++i--- + 21'` 28' / < U Z a do i . , i a au r •: _ �� NG SIGIIN (TYP. LOT N Lu SWM FASILITY o J w MAINTENANCE EASEMENT------- 4 PROPOSED WALL --- --- --- --- -- 21 40, 32' 14' (MAX. HT. = 6') ----- ----- - ARKING SPACES zf'R 11+00 az_' E P EIP 10+00 PG 1°+oz _ - „ , - P {8'Wxzo'L) 10+50 14 F C-FIC o —.a 2sP -- v ^ 0 e F Y RIWRIv/ y_•-- _ +1 LOT LIJ SPA E pO 49 -- r �° �, _.. s a - ti5 o 10+ - - - - LIMITS O GREENWAY ' 8' MIN. ONT SETBAC (YPJ 4' 18' 8 `j I PROPOSED WALL DED CATE TOIALBEMARLE COUNTY W In 9+50 SR _ 40 - z9 L 7+ MAINTENANCE EASEMENT AT TIME OF FINAL SUBDIVISION PLAT, j II 1 1 3z - lu o - - PER PROFFER #z OF ZMA201800011 u-' - - E PROPOSED WALL 3 \ < e la I •� I � � I % 8' MIN. IONT SET ASK TYPJ HT. = 6' 34 - I z ' MAX.R SETBACK (TYP.) \ E (MAX. ) 5 - - PROPOSED 6 PLANTING STRIP - - - -I- I - - BACK (TYP•) \ OPEN SPACE 3, o PROPOSED WALL R _ _ ROPOSED CG-gD ENTRANCE (TYP-) �^ _ ROPOSED DRIVEWAY (TYP.) STREET SIGN TYP. + STOP SIGN TYP. - X• FRON (MAX. HT. - 6' c e E A - - (TYP.) q \11019, ). ` ROPOSED CG-6 CURB (TYP.) I I r E �I I ROPOSED 5' CONCRETE SIDEWALK \ F e PROPOSED GARAGE (TYP.) m ` r N \ FUTURE 6' PLANTING STRIP ` 21, r'' °•.{ 1"3_. / ---- —o' ml I—+ N -om C) m °' \ I I " �I (18'Xzo' MIN.) D pp b 00 O LOT J FUTURE 5' CONCRETE SIDEWALK e <- o 0 I o n LOT LOT n . rcD - - — W L T 14 I �I LOT h nW D LOT LOT ( $ 58 UTURE y' BIKE LANE _ Q C C W g - ROPOSED 5' CONCRETE SIDEWALK LOT �I 10 9 -{ ' �� PROPOSED LANDSCAPE & p I� _ Z _-- -- 33' NG SIGN (TYP.) LOT 1 I -01 11 v 7 - -�• R 8 MAINTENANCE EASEMENT O PARKI LOT 1 12 v i O o CK (TYPJ PROPOSED GRASS / / -- -- - - I 3 _— — - LOT 14 - - - - - - \ - - - - 0 1 _ _ - - - 10; R qR SETBA 7� SWM ACCESS PATH _sue PROPOSED WALL - 15 isl 38' i6 9' _ - - MAINTENANCE EASEMENT , _5 T _cyl IV - p 10 _ _ 41 - - 3z' io REAR 3� PROPOSED CG-i2 ENTRANCE (TYP,) 1 46 zo' LANDSC PED BUFFER PROPOSED CG-6 CURB (TYP.) / o / PROPOSED WALL o _ - _ _ - _ - - - - - - - - - - w -- - - =� - - - - LOT I 32 � STOP SIGN (TYPJ 1' SIGHT DISTANCE-336� � VENUE LVD e / PROPOSED CG-12 (TYP.) - + __- (MAX. HT. = 6') 16 I I PROPOSED CG-12 (TYP.) _ _ _ _ _ < �'AR TuP R A T SHWOOD B - 0 3% ��— �, h FUTURE ROAD E 1� UBL C R --- d) E LOT " LOT (15) PROPOSED PARKING SPACES (8'Wx2o'L) PROPOSED 5' BIKE LANE °°' n \ - ' n --- d m L9 _-------_ (\ o PROPOSED SIGHT DISTANCE EASEMENT' ti_- _ LOT 39 11+38.36 a +00 - - - M ^9 N 9 18 UFFER SR END OF ARCHER AVENUE ROAD CONSTRUCTION - 1 _ - i �� I 4ti P\ SPEED LIMIT (TYP.) DISTANCE TO NEAREST INTERSECTION=490 F - , . _-_,- Sz+S° 5 - _- = --- - - --- - k- -- N _ - z PROPOSED 5' CONCRETE SIDEWALK SCP g, CE-33 e i k I VPNO !� R I _= 5z+oo p\S�PN - --__ - v M 5 5 51+00 5 5 S\GN - k k^ NOTE: ARCHER AVENU FUTURE PUBLIC GREENWAY TO BE 2� o+oo S°+50 1+ 0 _ / E DEDICATED TO ALBEMARLE COUNTY 31+ Rj -RIW 49+5o Leo I —� F E SHALL BE COMPLET e AT TIME OF FINAL SUBDIVISION PLAT,/ FIC j7 o i \5�PN $� �� 800'R - - / c e e �/� e W'- WITH PER PROFFER #z OF ZMAzol800011 \ EIP 49+0 N� O - 4 j k W - / e e ` A x3 S\G PROPOSED CG-12 PRC: 50+65:81T PROPOSED TYPE III BARRICADE & END OF ROAD SIGNAGE /< E �((( \ 5 O PER VIRGINIA WORK AREA PROTECTION MANUAL EXISTING STREA F E O i 3/ LAN PROPOSED CG-z o _ E E _ _ II /PROPOSED 6' PLANTING STRIP J�NvoPp 5+50 GRAS \S CURB (TYP.) a ° �- -- e _ < :_ � � N Q � P CR 4 15 i N - CA E i C��RPVOLRI`N ram/ i' ash + 1eR --- - e / E I W C W N E .' a, (i0 05PVB�+Oo / p °r 76' ---- - -- �F E N LL PRO D CG-2 CURB (TYP.) x 46 %16 -- — — — ROPOSED CG-11 ENTRANCE (TYP.) \ t E Q SIGHT DISTANCE=335-_ _ - E W -- - - UTURE 6' PLANTING STRIP e e 1 f - > 6 - -_ - - PROPOSED CG-12 (TYP.) / E E e k Ek E Z � _ T� (/ E - _ _ _ - - _ STOP SIGN (TYPJ e J e e W 56' - e - E E !1 -_ _ - - NDSCAPED 10 REAR SETBACK(_ - - - - - - R o I - - _ _ < r 4, - - -- - 3z z T P.) STREET SIGN (TYP.) 9' R/W _ I e E E - -- - _ � - � � I PROPOSED WALL - � � � � V -� zo UFFER - - - - LOT \ I e � LIMITS OF GREENWAY 0-6 TY y \ �a- - B n m MAINTENANCE EASEMENT - e - _ i AT, �/ �' - - 93 - - - SPEED LIMIT (TYP.) �o E - - -�_ FUTURE PUBLIC ALBEMARLE COUNTY T Q / — N . i 34 1 _ - \� DEDICATED TO ALBEMARLE COUNTY �- W ,- • � � - = PROPOSED SIGHT I „ � � 11 4� PROPOSED 4' BIKE LANE DISTANCE EASEMENT LOT u � C ATTIME OF FINAL SUBDIVISION PLAT, e PROPOSED - - - Z zo' E _ e PER PROFFER #2 OF ZMA201800011 l - Q i LOT LINE (TYP.) / LOT 57 E/P 10 e \ E ~ E y' e e e h r PROPOSED SIGHT i� /h 9 ( ` �; �k E e s O i LOT 6 w F E PARKING SIGN (TYP.) LOT PROPOSED WALL E E k ) E L9T� / DISTANCE EASEMENT 5 6 \ LOT 55 rn M NO I 2 (MAX.') F k E .k k\ E }.._ E e�` ( MAXHT. _ E s 4� PROPOSED LANDSCAPE & m y 35 ry e g� E J Q I E ~._ ✓i ' � ROPOSED CG-6 CURB (TYP.) �� / MAINTENANCE EASEMENT 54 � - 1 — — \ o 25' MAX. FRONT / o ` k SETBACK (TYP-) / / 6 ° Q \ SOtc\ - PROPOSED lOy' f � Ir`k kc k k� k k /� I �sF i ../- U J N CG-6 CURB (TYP.) Y / e F e k k e / LOT ( E k k \ // ' 10+00 Ski yo \ P OPEN SPACE / \ \ �9l¢\ ARAGE - SETBACK (TYP.) �� ROPOSED CG-1z (TYP.) ROPOSED GARAGE (TYP.) ;� ) "I F E F kk k �i ' ,� d W `J MIN. 20,1T 18'X20' MIN. ,,u - F k/ '\^ SETBACK (TYP.) 32 / ; \ \ ` ROPOSED CG-i2 (TYP.) / y� / / \ LOT PROPOSED CG-gD ENTRANCE (TYP. 3 STREET SIGN (TYP.p % E c Uooe r\ D` ET q _ I E F e e (TYP.) E ' 4 5'S% I XISTING WETLANDSMM W \ i q Lu ROPOSED CG-u ENTRANCE (TYP-) / 12 53 NO PARK NG SIGNI(TYP. ' N 1 ul ° ry / a 8 B �K(TYP-) o C L/ / W iz+5o/ *h PROPOSED 5 CONCRETE SIDEWALK \I e z.5' -Ln �\ \ \ \ \ PROPOSED GARAGE (TYP.) - \ e LOT 1yk OJ n 11o'R/ PROPOSED 6' PLANTING STRIP / / e E E E// W J J PROPOSED CONCRETE SIDEWALK P n / / ' / / � E E / / z CC 5 �. '° �6 S, .77 PROPOSED CG-6 CURB (TYP.) /�d EXISTING TREELINE (TYP.) H -� 0A p \ \ /^ a�6 ti �PQ �� ! 1 179v LOT / / L e E F F i / (n W 6 0 i \ PROPOSED 4' BIKE LANE PROPOSED 5' CONCRETE SIDEWALK �O O �1p / / M SIGN (TYP.)` 9g 37 G oL \ A LOT 6' OPEN SPACE W C/ I PROPOSED PLANTING e / /r � F- 2L?O o l 6) PROPOSED LOT Y/ Q _ ^N �e <I e �' � Q 90 \ Q \Q \ PROPOSED DRIVEWAY (TYP) 0) PARKING SPACES Iv OP / ro��`O 38 e F I e C tiEl F\C `_ rv. (8'Wxzo'L) F 9y, _ PROPOSED SIGHT /! / �Pv�C / ` !. e R R\ ETBq�K (TYP. / /' DISTANCE EASEMENT OPEN SPACE 4�QJ�� LOT e ' r \ 1z \ I TRIP N !/ �� QJ�� 92 �7�. PROPOSED GREENWAY (TYP.) / 1 \ PROPOSED 6' PLANTINGS _ _ - ' o° //� ��2 39 1 E / e 1 \ I - / 'y !/ /,ti Q�Vk� � p.•1Sx � d l -� � < - E. - E � � �/ t. OBE PROPOSED GARAGE (TYP.) / 6 tv \ x m r UNTY, r \ ry /�' Q ro ' 18'X2o' MIN. e LIMITS OF GREENWAY. PLAT, C ° \ I w� N 3 z6' /P-E/P /\��F s9' \ \ LOT y i�ro F l FUTURE PUBLIC GREENWAY TO BE E // 00011 �\ \ \ z 30' /C-F/C /p Pik / / / DEDICATED TO ALBEMARLE COUNTY Y / LL O 0Om (7 LL N u w J o H w e O\ \ ` \' LOT ➢ !�/Z� ` c� Rj� / \ \ \ 7{O 4 AT TIME OF FINAL SUBDIVISION PLAT e F / a N e PROPOSED ��\ \ \ 8 '�5 ?X O �` /�Co �o• (� " \ \P. / PER PROFFER #z OFZMAzolB000u y 1' 5D Z n F /C 1 PROPOSED CG- D ENTRANCE (TYP.) e I /� / / JOB NO. F / I I o o iA �Q' Q\ 9 E (TYP.) 2\ QC•1 \ a � �•, , / �\ s o M yx° F.A ' ` ` \a , ` \ / / ) / 182150 y19 m ! y 2 !� a i' / GRAPHIC SCALE \ OPEN SPACE �� C\ � 'i Z, � o / / � ,• (, \ / EXISTING STREA �I �! D + \ 30: o v5 30 60 SCALE NO PARKING SIGN (TYP.) �k �Q \ / / �_- / /k l•\ / 'T�' / III LOT ! e 1 =30 • A � 2\V 6� �--STREET SIGN (TYP. z5'R ' . .,yw � •' ! � / F49 E \ \��G\� 9� !/ F E _ IN FEET ) SHEET NO. PROPOSED 5' CONCRETE SIDEWALK s- P \� LOT / / r 5 / A V VL E PROPOSEDy'BIKELANE \ �� \� q 'D \ MATCHLIN - SEE SHEE A 3v _ ti� �(P• 41 / ` / 1 inch = 30 ft. 5 1 �'o, --' n5TREET5IGN(TYP.)�/ 25' VAICHLINE -SEE ° 49 SHEE/T 5 3� \/ J E - - PROPOSED S' CONCRETE SIDEWALK \� \� _ GX, �� ♦✓ ♦ / P LOT / f & r N TH Q F \ \e \\ t<`,A \�' . J ° \ x26 i3 0 � ti !h 98 1 l � / � e � / e PROPOSED y' BIKE LANE \ \ \ \ L, yo .h , / 3 / 1 4 \ \. LOT \ e / �/ I e AOA�G "• \ PROPOSED CG-1z (TYP.) STOP SIGN (TYP.). �. SCOTT R. LLIN5`Z. / E k Os S`� �� \\ \48 0^ i .•! o y 'o / < e CD U Lic. No. 035791 / J 1AG�o�so \'. \\ \,�-MAINTENANCEEASEMENT a / ° offsZ\xe PROPOSEDLANDSCAPE / LOT 6/24/20 OPEN SPACE 6� G L \ ��'' / //cam x° / ZF ti E �0 4 PROPOSED SIGHT s poi / / e e / ZONAL E �; F o \DISTANCE EASEMENT O !G APO \ / / < v \ tiff LOT \,LQ\ \ ROPOSED y' BIKE LANE z5° / 11Q 43 / / r w v '.�� c///Q�° �9 ✓ y v LOTAll < < e 9 \ \ Z) R 51 o ' . PROPOS D GARAGE (TYP.) / /�::: F // < z \ � � PROPOSED WALL / �` • \ STOP SIGN (TYP.) �i PROPERTY BOUNDARY (TYP.) < E MAX. HEIGHT=3' LOT \ \ xo° a1 18'x20' MIN. �ti / e // w e ! y1 �i n ROPOSED CG-gD ENTRANCE (TYP J LOT / ELIMITSOFGREENWAY . 85 �� \ a�x / \ yv / 4/ 0 A \ H y / E u / e FUTURE PUBLIC GREENWAY TO BE ! / PROPOSED CG-1z (TYP. \ X ro N s / 45 EDICATED TO ALBEMARLE COUNTY 9 N P . 1 + .01 N STREET SIGN (TYP.) / / / / f / e r < E �k E k� k z j AT TIME OF FINAL SUBDIVISION PLAT E r 6 O ti 3 4 e OT �- � _ / e PER PROFFER #z OF ZMAzoi8000ii c- / PROPOSED CG-= ENTRANCE (TYP.)--,,\ 11, \ /� 1. LOT / / Ix e ` E e t y a aS / E / 84 �(/ h° PROPOSED CG-ii ENTRANCEc(TYP.) 6 i e e k E k k k E PROPOSED CONCRETE SIDEWALK S \ STOP SIGN (TYP.) �/p \ c� e E t E E Z w 0 / e ` / z5'R �kx ! \ xy°' LOT / !! c E LIMITS OF GREENWAY. Ek k o PROPOSED WALL / LOT 96' y� 47 ' ! FUTURE PUBLIC GREENWAYTO BE e e k k / C) < -J NO PARKING SIGN (TYP.) /� O H- / MAINTENANCE EASEMENT / 83 / / e e DEDICATED TO ALBEMARLE COUNTY ro \• \ s / e AT TIME OF FINAL SUBDIVISION PLAT _ "" O� E /(~> w / / \ S e ` \ �, c PER PROFFER #z OF ZMA201800011 ! r/ Q m IC END OF EUSTIS AVENUE ROAD ONSTRUCTION�S / / / / c ` e /kk E k k / % H ¢ e / / LOT 98 SPEED LIMIT SIGN (TYP.) `• Fi ? \ PROPOSED TYPE III BARRICADE & END OF ROAD SIGNAGE ` e ° 4 e / �k k k �k �� ! e ELu C R^ PROPOSED 6' PLANTING STRIP FiA . `: / \ \\ PER VIRGINIA WORK AREA PROTECTION MANUAL \ //j //� k k �k k k E / r w < EXISTING STREAM i �, 1 , ROPOSED CG-6 CURB (TYP.) \ \\`` /. E / �/ F Cd LLj > PROPOSED DRIVEWAY (TYP.) �C ROPOSED CG-gD ENTRANCE (TYP.) 3\\ l e < \ `. l A \S• C y ` F <.�<� k ` _k k k / 1 T?• � \S\OF90, (2) PROPOSED PARKING SPACE (8'Wxzo'L) - N h F \ \ s \ � E E e / LOT \ \� ti \�c� \ 9 \ \ \ ti i F E/ ^n / b. P' ;O /� \yam Pam\ UTURE &PLANTING STRIP \ ;f r G Ri N �0 W \ FUTURE CONCRETE SIDEWALK c E �� _-.i C / LOT Q' �G s' c w o 0 E CN e 80 �- °� ��/ LOT \�� G G E \ e k! " / o r c /loe �� ti �� y� y q i Fk 4-� 91, S9 PROPOSED SIGHT ,o O ! / 91, / DISTANCE EASEMENT G6��f�2 FUTURE y' BIKE LANE PROPOSED LOT LINE (TYP.) / Oq LOT �P �, / G 79 �� ti LOT / v s. •�� 5 F F / /' / \ o F c- e e r / F 2, e � J r E e a -9 / Q xh (1) PROPOSED PARKING SPACE (8'Wxzo'L) e 4 e r LOT a �} ��,`' �o�� ti� r ''� LOT �/ / \\�\e e e /lam O� E e / 7 iF ti �O P �v�v tv /� \ / \ 3z \ 4- I� / �Xs .) PROPOSED GARAGE (TYP.) M z / F h / a E \ \ O 3 I / / T E Z �! Bq\ 18'xzo MIN. / / e \ 1R� \ e I i N � 4_ `" � � .> �' �`\\✓III � �\ \ � e � I�� < M � / _ V ,o �/' �Q' °° 'b / �, t � / �/\ LOT \ x / / \ / \ \ F r ! F / y p PROPOSED 6',PLANTING STRIP LOT / e < e \ j / ` �y c / ! k' 4- e e 77 R e / (1) PROPOSED PARKING SPACE (8'Wx20'L 3,R `lox / / ,91, 62 / ROPOSED LOT LINE (TYP.) < E � / ry � °a.k�I � fir/ ! / \ T e c- % y� LOT 90' ( y� / / I F \ \ ! ! F ! C /x zoh z ^ry \; PROPOSED 5' CONCRETE SIDEWALK / / - � E 14 � \ \ k ! N O s F c c // /'�ry 76 ° LOT / E LOT 9�' `tea / '15/ OPEN sP eE _ rl E e e e �v 75 / \ M� \ a8 LOT / t c J e \\ / / W F PROPOSED GREENWAY (TYP.) -9 ✓ 3 R 1) PROPOSED PARKING SPACE (8'Wxzo'L) v / � LOT e / E �� 41 °o : ` y� / v LOT / // - � // FUTURE 6' PLANTING STRIP c < e ` e \� PROPOSED CGG-gD ENTRANCE (TYP. 0 \ �' e CROPOSED GREENWAY (TYP.) LOT 73 o ''' / LOT " III \ tih 8s 66 � " III v / / ">/ • PROPOSED DRIVEWAY (TYP.) E e PROPOSED GARAGE (TYP.) /• ti / / / / e E 0 v, 18'x20' MIN. v 7 < PROPOSED G-6CURP.) 11 LOT e PROPOSED 5' CONCRETE SIDEWALK A�l\ LOT /' / / / EXISTING STREAM < (4) PROPOSED PARKING SPACES (8 WX20'L P �!� , 6$ / / / E / h / e j 1PROPOSED PARKING SPACE (8'Wx2o'L) PROPOSED 6' PLANTING STRIP 7', \ ; LOT / E \469 � � � � � l / . �• ��Q. / �8,egc�� / � /� � / � � � e - � F � � k k� � k k/F � � �7 � E AO / \ \ / F ` y PROPERTY BOUNDARY (TYP.) < /� � � � � � / � • s i °° / .` % / � LOT 4( ,' O! � ! � F F �- � � F � � � � / / EJ4� E XISTING WETLANDS (TYP.) �P / 903 /O�� LOT / / e / LIMITS OF GREENWAY. E / %�� ! FUTURE PUBLIC GREENWAY TO BE � e E �lz �E / 71 / ! e DEDICATED TO ALBEMARLE COUNTY Y' e, PROPOSED CG-6 PLAT, cy / ATTIME OF FINAL SUBDIVISION PLAT PER PROFFER #z OF ZMA2oi8000ii < E00, /! LOT / e C e F -/j ! 4 / E PROPOSED 6' PLANTING STRIP �oQJ / \\IN, 72 - / / ! O F ! GRAPHIC SCALE / a /o S\ // i e %) / [)e �'.. 30 a i5 30 6. L MATCHLINE - SEE SHEET IN FEET ) x � E 1A, �< i 1 inch = 30 ft. / e /\0 ! e r LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA sf BUILDABLE AREA sf 1 5,189 3,836 44 3,551 2,487 2 3,448 2,863 45 3,376 2,493 3 3,331 2,781 46 2,869 2,298 4I 7,698 5,855 47 4,528 3,306 5 4,936 3,529 48 4,431 3,215 6 2,971 2,394 49 3,527 2,947 7 2,931 2,353 50 6,316 4,748 8 4,088 2,955 51 6,221 4,744 9 3,727 2,639 52 3,957 3,371 10 3,157 2,579 53 5,717 4,345 11 3,836 2,733 54 6,069 4,438 12 3,952 2,839 55 3,236 2,646 13 3,372 2,793 56 3,036 2,458 14 3,507 2,926 57 4,227 3,057 15 4,412 3,211 58 3,486 2,439 16 4,090 2,794 59 2,960 2,383 17 3,256 2,653 60 2,958 2,381 18 3,830 3,228 61 3,566 2,489 19 5,920 4,442 62 3,556 2,498 20 4,715 3.432 63 2,906 2,334 21 3,164 2,570 64 2,837 2,260 22 3,022 2,441 65 1 3,271 2,241 23 4,360 3,064 66 3,239 2,210 24 4,870 3,624 67 2,728 2,152 25 3,719 3,142 68 2,684 2,114 26 4,450 3,264 69 3,223 2,194 27 4,514 3,288 70 3,189 2,174 28 3,280 2,702 71 2,794 2,224 29 3,859 2,746 72 3,368 2,361 30 3,813 2,696 73 3,516 2,459 31 3,113 2,537 74 2,969 2,398 32 3,071 2,495 75 2,917 2,346 33 3,693 2,626 76 2,865 2,294 34 4,974 3,666 77 3,451 2,390 35 3,314 2,738 78 3,602 2,517 36 4,448 3,227 79 2,875 2,305 37 4,616 3,331 80 2,940 2,363 38 3,066 2,489 81 3,523 2,455 39 2,921 2,353 82 3,747 2,650 40 3,682 2,592 83 3,112 2,536 41 4,119 2,943 84 3,072 1 2,493 42 3,079 2,501 85 3,672 2,519 43 3,009 2,432 J - C W L9 O O � 0 = T � U � Q WY Lu U O ul C z LU Cl) ~ J w O 0CDm N u w J 0 w a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5A ------------- TH OFF _______---------------- 70' UNDISTU BED BUFFER --- - ------ ------ ROUTE zg BUFFER PROPOSED --------___ 100' WIDE BUFFER ALONG ROUTE /�GREENWAY ---------_--- - zg TO SCREEN THE DEVELOPMENT. (TYP.) SEE NOTE, THIS SHEET. SCOTT R. LLIN5 Z j' PL EFOR - -- _ , , 30 ANTE /R ESTED BUFFER �----__ _ U Lic. No. 035791 D e - II - - --__ - -- -- ---- 6/24/ 0 r ----- CGS �4 Z -- -- - _ - - -- -- -- -- - I \\ IONAL E w LOT LOT I 1 - _ _ - ------------ w z - — — — -------- LOT 22 3 LOT 1 - - - - - - - - U) LOT 21 LOT LOT LOT LOT LOT - - - - - - - - - LOT 28 29 30 �. o 20 1 LOT LOT z6 27 31 32 33 PROPosEDTYPEA o LOT 1 - -- - 25 BLOW -OFF ASSEMBLY PROPOSED o A 1 I 2CF 1 GREENWAY j 1 '. PROPOSED 20' PUBLI I I 1 (TYP.) <\ z c I� I UTILITY EASEMENT (TYP.) PROPOSED SANITARY SEWER - _ _ _ PROPOSED 8" SANITARY SEWER (TY jl " n \ 2 o _ _ I \ _ _ _ 1 SERVICE LATERAL (TYP.) - - -- - - J p a II PROPOSED 8" SANITARY S WER (TYPJ - - - - - LOT I - - - u 2 o m Z 9 I I J - - S�� < a E a 06 o // c ` V/ z v / S - _ - - UTILITY EASEMENT (TYP.) w m =o s MH a 5 I . N _ • I r 11 �II i 5 - KOCH COURT D 1 + - - �•; -: ':I �5 LOT "' �' i, Z w + -•. i .. 1+°oPROPOSED P BLIC R A 3 0 f \ - I V. R )POSED 4" 45 BEND 3 � O � I ¢ � W --- ° _ _ I J MH_17 o Wes_ o "�yPROPIOSED 10' PRIVATE I j.� Lu g ® � -+ 0 1y+°o W � +o - SWIM FACILITY / e � w � m o 11 lv "' �i%� SANITARY SEWER EASEMENT _ ��//�� o ?? too Vv : - ,PROPOSED - - i : - L - L°- POS ND I Iuj H 4 1 W 6"X6"TEE_ P SED "D WATERLINE LOT w o 5 r PROPOSED FIRE HYDRANT - _ r PROPOSED 6"x4" REDUCER RO O:_ y I - I W � ` - (3) 6 G.V. - z -- 4 j N W -I ASSEMBLYw/6"x6"TEE -_ -_ - - \ uj o ED 6 xy REDUCER & y G.V. I I \ < PROPOSED _ _ Y OC 1j ROPOSED y" DI WATERLINE I ROPOSED y" DI WATERLINE - - - - - - - -- - •' ° I I � PROPOSED zo' PUBLIC - - - - \ I ' • ' • -EASEMENT- I a I I _ SEDTYPEA_ I r I I I � UTILITY (TYP.) S - - I I PROPOSED 6" DI WATERLINE - 1 BLOW-PkOOFFASSEMBLY1 ° - PROPOSED WATER_-- ROPOS < r I _ SERVICE LATERAL (TYP.) I r )POSED 6" DI WATERLINE \ oo / 1 E ---- D \ I LOT r b LOT N N - - - II ,i LOT I I, LOT LOT 9 �Z LOT LOT 6 5 / / J` _ --- - a o LOT 12 8 7y 1 1 I I - -- D BLVD. __ =' o / -- _ FU E ROAD HWOO - - 4 3 - - - - - - I __� _ t TUR E TEN SON AVENUE- ASE D. I LOT v I LOT 11 ' _ --- PUBLIC R/W ® - PROPOSED FIRE HYDRANT - - - - - i -_ _ ASSEMBLYw/zz"x6"TEE LOT_- i6 I II PROPOSED 8"x6" REDUCER ��.: ; : -�`�- / —_ - PROPOSED 12" DI WATERLINE _ s 8 - 4 I - - N -- - _-- - LOT LOT LOT � M - - — - _— --� PROPOSEDTYPEA _ I _- _ M 1g 18 17 -- - BL _ W OFFAS$EMBLY,.' 52+50 _ �� — W� Cj � 1 o W No+oo o+So 51+ 51+50 k (+) 49+5° PROPOSED —� ` o 12"x8"CROSS - = ___ e /�" e a 49+00 - (2)-12"G.V. - - r c L w a (2) - 8" G.V. ROPOSED 12" DI WATERLINE -� e e r F �/ _ < C N ® , PROPOSED FIRE HYDRANT s -- e E �/� I� I II -ASSEMBLY / +5o I_ -_ - - F e / / E 0 O ° W Vd E - e < < e / e W _ < W CV / - > / F 04 -° Q lg _ _ ,a7 ° _ < F w // 11 1 k< e �� j F Z �y _ o T� Lu 1 w --- H 1 e e U- 11 - 66 Z / LOT -_ QCO _ `1J _ - - M 3LF F XISTING STREAM ° PROPOSED zo PUBLIC F A E � i 0 - Q PROPOSED1z"DI WATERLINE\ LOT LOT / �i -� E s, � �_ I UTILITY EASEMENT (TYP.) _ / / LOT 56 -A F � J a o 7 , Q x50 / \ \ i LOT LL \\ \ \ LOT 55 -- ' : ' �r! 35 - E e / 54 U o PROPOSED - 1z"x1z"TEE / \ __ -- 4 F m °O (3) 12"G.V. v LOT < I y6+oo \ 36 c MH 10 U LOT \ PROPOSED DI WATERLINE : b %=., r� O E 4 _ PROPOSED VAR. WIDTH A _ EXISTING WETLANDS (TYP.) RAINAGE & SWIM ACCESS S3 PRO ` ` ` ` / .000 o o & MAINTENANCE EASEMENT \ �ti. "` POSED SANITARY SEWER ( / CD \ PROPOSED z0' PUBLIC SERVICE LATERAL (TYP.) UTILITY EASEMENT (TYP.) Lu w LOT : - iz+ / / J z PROPOSED 8" SANITARY SEWER (TYP.) / a \ / 52 / / / EXISTINGTREELINE(TYP.) w �po�G P OSED BEND b �OP" LOT / / F / ~ z / 4 45° O��JJ\/PROPOSED 4" 45°BEN \ Q� PROPOSED 8" DI WATERLINE 37 / / u y LOT o // PROPOSED / 4 � � � E �,Lu 8"x4"TEE < k" `. 0 o II o \ \ / �w (2)-8"G.V. LOT p o \ �QQ W-4"G.V. I Q O o 38 FIRE HYDR�T i i 1w0� PROPOSED WATER E < _ PR Q SERVICE LATERAL (TYP.) / e ' ASSEMBLYw/8"x6"TEE /' QO CD x % e x - - Q� Q/ LOT / ��`f X[STINGSANITARYSEWER 04 0 PROPOSED y" DI WATERLINE o° O O N � PROPOSED o \ j PROPOSED 20' PUBLIC ��II �/ B 1-GREENWAY k �1 PROPOSED 4"- 45° BEND Q / _ !/ EXISTING zo' SANITARY �j (TYPJ so a - �ROPOSED 8 SANITARY SEWERTILITY EASEMENT 9 LOT / // SEWER EASEMENT w E II /, w LOT / MH- 1 a I u z �/ -° GRAPHIC SCALE ° _ I I H S A JOB NO. m I o 5 0 � _ ROPOSED 1z" DI WATERLINE \ / / o UTILITY OSEASEMENT (TYP.) / EXISTING STREAM ) 3a a s 3° 6° 182150 0 \° SCALE ° �> \ LOT FE T E E ( N E _ /° z • I' /�� -�- - E - �_��-� I 1�� 30� ° °o \ \ PROPOSED 22. BEND � / K 1 I / < 1 inch = 30 ft. c 49 4' s / - /� \V - SHEET NO. n \' \ I N LOT / _v v� MATCHLIN E 6 41 / /,t � �// 6 I / / PROPERT` If I A\ \ o / \ `. 49 PROPOSED 4' - 22.5° BEND / � I� K/ LOT / 0.01 TH �� -MATCaLIN -�EE 6� � 41 � //� 'PROPOSED LOT 8"x4"TEE / 48 (2)-8"G.V. , �' OSCOTT R. LLINS� (1)-4"G.V. ° �I LOT U Lic. No. 035791 a PROPOSED 12" DI WATERLINE o °p 6/24/20 w� OPEN SPACE 42 soy MH-8 �s 'SIGNAL Z�� LOT / F S 43 t ROPOSED 8" SANITARY SEWER (TYP.) / , �a ' oo -�� F�p�OeOT % / / ✓` I V �G 5 PROPOSED 20 UTILITY / PUBLIC EASEMENT (TYP.) / i 4RY (TYP.) I LOT \ PROPOSED y 12 x8' CROSS V '� LOT / ! / 85 (z) iz" G.V. i / z 8" G.V. /\ s 45 / o / o J / LOT /I j� x5 `� " H_ LOT / i / a 84 2 46 OPEN SPACE K / F r t / / t e r v e� / MH-6 LOT LOT / / / � 5 � K! L' t - 47 \ 83 /q x o PROPOSED TYPE A / o c e c�E e tE / H BLOW -OFF ASSEMBLY E / w z /i LOT d PROPOSED 8" DI WATERLIN1 / \ ASSEMBLY w/8"x6"TEE 7 / LOT PROPOSED 8"x6" REDUC R. a 81 � LOT �. LOT �� l o° / / �"� E //� _� loe N N \ / 8o ti� LOT �' / o I N / 7 LD 59 / I ICI I I . - . �•�)� ! / PROPOSED WATER / CC SERVICE LATERAL (TYP.) / / S LOT d _�� / , / E /� / 79 �� LOT / 0000, / v�. �o 60 401 LOT /11-1 / �_' PROPOSED 6" DI WATERLINE � � __ / / I �, 78 o : s LOT �� 6i / oG ! E / c PROPOSED SANITARY ��p�i -�/ // C'7 / �QQ SEWER SERVICE LATERAL (TYP.) / O \ / / / 04 Q MH-5 LOT f 77 // LOT � I / r ® Q / r N O / LOTO O t 76 %ho LOT / / / N / o 63 / LOT.�j LOT / / / / / w ,--I 75 4 J / f 6 OPEN SPACE / � T� PROPOSED GREENWAY (TYP.) / � � ' \ � °o / i/) LOTS , �� ti � LOT // 74 65 e r z \, ® / PROPOSED 8" SANITARY SEWER (TYP.) / / O ,--I \ PROPOSED GREENWAY (TYP.) LOT lInL 73 / i.0000 Q 6T // \_EXISTING 2o'SANITARY_\ r� C.) / / SEWEREASEMENT I (/'� ~ �\\\ LOT / / / w U 67 0 I PROPOSED 6" DI WATERLINE �° � � / / ul LOT EXISTING STREAM /� /' / / EXISTING SANITARY SEWER W L 68 / / �� / w PROPOSED 20' PUBLIC UTILITY N EASEMET (TYP.) o �: E / / < / / 1 LOT / t t t < / PROPOSED FIRE HYDRANT I ti 1. \ 69 ASSEMBLY w/ 6"x6" TEE / PROPOSED 2o' PUBLIC ) / ! LLI UTILITY EASEMENT (TYP./ / / / t e t F' t e r = / / / L ! / -a 1 / LOT / -,_/ / PROPERTY BOUNDARY (TYP.) 70 TING WETLANDS �, (TYP.) ;A��NDS / O co/ K e� ON LOT PROPOSED 6"-go°BEND TO / FG /� GRAPHIC SCALE w TYPE A BLOW -OFF ASSEMBLY MH-' 71 / u 3 v PROPOSED zo' PUBLIC / / / � - / -0.1j" " a5 3a 60 b F- /, / UTILITY EASEMENT (TYP.) / / / w O w w % % E a � LOT / r E / / - �� -� 2 / - - -� - E - �. -� - 41 / � ( IN FEET ) JOB NO. 7 / E E _ &.. - _ y E / �•� 1 inch = 30 ft. I82150 /... MH-2 / / E F 4-E. 5 / / SCALE ® /' oo PROPOSED 8" SANITARY SEWER (TYP.) \ \' // MA IT CHLINE - SEE SHEET F 1"=30' / SHEET NO. / F6A } FUTURE CG-z CURB (TYP.) I — � ,J ; m c� i PROPOSED 4 BI EXISTING iz" DI WATERLINE ^ / / PROPOSED iz" DI WATERLINE REMOVE EXISTING PLUG & TIE-IN TO EXISTING DI WATERLINE PROPOSED 5' CONCRETE SIDEWALK PROPOSED G-V. < iz" / iz" I $ ( PROPOSED FIRE HYDRANT BLY ASSEMBLY wl B"x6" TEE (y) PROPOSED PARKING SPACES (8'Wxzo'L PROPOSED CG-z CURB TYP. ( PROPOSED FIRE HYDRANT 1 _ PROPOSED iz" DI WATERLINE / ASSEMBLY w/ 8"x6" TEE — 1 PROPOSED y' BIKE LANE / PROPOSED 5' BIKE LANE 1 < -- a -� •,. M j M 39i 50- -- IsrANC ='•� PROPOSED iz" EXISTINGARCHER azoS�BENDS 4o so yy i6' E F C — — g - 9R W4+00.. 335 qV EXISTING PUBLI ENUE C ROAD 4 +00 W W — - — z E FIC- ' W 4t BHT D 15T 5 ANCE 93' WIDTH R/W ? 4z+oo 93 R/ W— R W -- — .— W U a -- — I 4�*50 15'GRASSISLAND -1 — 42+00 4z+50 �— 43+00 43+50 e ' - i6'Ej 7777777777-7 ARCHERAVENUE 1625'R -' - 5• - �3' E/ FjC PROPOSED PU LI R AD - VAR. WIDTHR TIE-IN TO EXISTING/ ARCHER AVENUE 17 PROPOSED 4' BIKE LANE - ' — ROPOSED S' CONCRETE SPEED LIMIT (TYP.) PROPOSED CG-6 CURB (TYP.) PROPOSED S' BIKE LANE PROPOSED 6' PLANTING STRIP \ \ ` A (lz) PROPOSED PARKING SPACES (B'Wxzo'L r\ =' E 434 BW-T 434 EG / E e LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE '-tDEDICATED TO ALBEMARLE COUNTY S AT TIME OF FINAL SUBDIVISION PLAT, 4� PER PROFFER #z OF ZMA201800011 CI Q F E,- 8%P .ANE q i / 6koo ids / J 17 10+00 8'R 10a y PROPO' �o LL 1 ° R� CO ° W a Lu so \ Lu oosI 1� �OiP J� C � J r lcA \ ROPOSED yBIKE LANE LIMITS OFGREENWAY. ti FUTURE PUBLIC GREENWAY TO BE E DEDICATED TO ALBEMARLE COUNTY �'. s ki AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA201800022 ti\ E PROPOSED O. E REENWAY A\ OTYP.) �2 / OPEN SPACE E . R\` PROPOSED 12" DI WATERLINE- E/ PROPOSED 5' CONCRETE SIDEWALK GRAPHIC SCALE 30 0 n5 30 60 ( IN FEET ) 1 inch = 30 ft. ;COTT/R. CD3.LINS7 Lic. No. 0357911n 6/24/20 Aj F z w g f O U O Z O r J a > �y � ZW p O j � z = O U < OZJw uu Z Q Ce co Ce d W N C O O N N W O O Q n 4 7 Lr C M z O N N O m N O N > 1 W T� J J T—j z a w C L9O J T-I J zQ ` ::D U CZ5 V - Y O W U Q p J ul � J - co z LU J w J Q oCD �.�/ I..L O W N u � F � _ d U) JOB N0. 182150 SCALE 1 "=30' SHEET NO. 7 �,TH OFTl PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6" TEE y S\ 69E- E /g SCOTT R LLINSZ J e aQ; \�"6q\ //� E E PROPOSED z0' PUBLIC UTILITY EASEMENT (TYP.) \ \ E / � O Lic. No. 035791 lll�_ e < PROPOSED 6"-go BEND TO- TYPE A BLOW -OFF ASSEMBLY �Q > LOT 6/24/20 w4 E E 7 �� ✓ 4'03 / �O� LOT / / LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO 89, ]1 ' / DEDICATED TO ALBEMARLE COU / ry / / c F PROPOSED CG-6 CURE (TYP. 1/ j AT TIME OF FINAL SUBDIVISION P �0�� ROPOSED 8" SANITARY SEWER (TYP.) / PER PROFFER #z OF ZMA2oi800 E / v vQ h `�� LOT < E PROPOSED 6' PLANTING STRIP Q / 72 / / / G < d / MH-3 e // / / E Cb� O 0 o q7.N z E z o LIMITS OF GREENWAY. ,6 FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY / oa / MATCHLINE - SEE SHEET 5A & SHEET 6A F (A Q Z :� o� I AT TIME OF FINAL SUBDIVISION PLAT, / y�* /�O / / /I e PER PROFFER #z OF ZMA201800011 ✓ r / Z O Ln w o m in Q 0 u LU F F I E E / 3) PROPOSED PARKING SPACES (8'Wx2o'L) / E E E .. .- VJ O > .. w co F 'f uj o k f PROPOSED ENTRANCE \ \ <\ —� / PROPOSED 8" SANITARY SEWER (TYP.) Fk k E E @ / TO PARK AREA, \ \ \ j LJJ I� w � Ce / F E j NO PARKING SIGN \\ PROPOSED zo' UTILITY` �kk / 4: EASEMENT (TYP.) MH-i \ S \, (. < \ / / 0 n tt \ \ IE E,/ F PROPOSED ✓ < c F S \ \� 7 y / E / E PARK AREA E E ✓ e e E ` TIE-IN TO EXISTING00 L9 ' E /✓ e SANITARY SEWERz EX-MH EXISTING STREAM E ` / / N < J / OPE SPAC cy I 4:/ F F E //�� / / N O �F F� w E EXISTING SANITARY SEWER E e E LIMITS OF GREENWAY. E / j� / / ( FUTURE PUBLIC GREENWAY TO BE / J z /�C E \ DEDICATED TO ALBEMARLE COUNTY I k ` \ ATTIME OF FINAL SUBDIVISION PLAT, / ! /� n6 W \ \ PER PROFFER #z OF ZMA2oi8000is , / , / / /IXISTING ioo-YEAR FLOODPLAIN (TYP.)o \ ,,/ k i /e / w T� J PROPOSED GREENWAY (TYP.) / j / J 0-6 i p Odleul ,k J 44000 0000 �k Nw F / T �O U) 1� w Y Q i / / (~ / GRAPHIC 0 ll�O - / SCALE - _ E > / 30 o i5 3. fio .� a O IL o E IN FEET) N co k I �� ( 'e - �/ / e �. �. L/ I inch = 30 ft. Ik E I E F �/ / / �� / w ~ /I '4- / O.) _ o �/ -/�i / �4 / E / � / I d U JOB NO. i 182150 SCALE 1 "=30' SHEET NO. 8 445 TW --- - PROPOSED WALL EXISTING MANAGED 436 TW ® 442 BW ROUTE zg BUFFER A a TH 436 Bw / 442 EG MAINTENANCE EASEMENT - ----___- A A STEEP SLOPES (TYP.) �1 OFF 4a2 EG ---------- - PROPOSED 8"HDPE YARD/ROOF DRAIN -- PROPOSED WALL o, 100' WIDE BUFFER ALONG ROUTE ____ __ _ - - ------ - -� ----- 7 UNDISTU B z TO 5 ✓� 446 TW 446 TW SYSTEM w/ 1o' PRIVATE EASEMENT (TYP.) 48 - MAINTENANCE EASEMENT ED BUFFER 9 SCREEN THE DEVELOPMENT O 445 BW �- ------ 441 TW 446 TW 444 BW �46 �4�0 - PROPOSED 435 BW 440 BW 446 TW 444 EG -- --- - N w o m A _ a O �--. 445 EG PROPOSED WALL o o N u', A A SCOTT R. LLINS'Z, GREENWAY 435 EG S�� 442 BW - (MAX. HT. = 6') - -- - -_-- - --- (TYP.) 44 - YD-5D YD-4C �480 _�_�-- U Lic. No. 035791 A A O A A A x�m' A A A A 30� PLANT FFER 6/24/20 -r 470 ESS, ��Gt z ED REF N A _ _ / O ESTED 474 443 BW S 446T O WALL - - q 56 I 459 83 20 TW=4 3 B -460- - - YD 4 - 47° - - 6 PROPOSED H.-6')- 4 YD A _ I _46 - � � ® LOT I h� 5. I a .P a a rn rn m m m m c8 60.0 -_ - _ _. _ _ a62 Bw - -- - -- - - - -- -- 464- - -- -- -- -- -- -46- - -- - o & -_ _t4 0.0 45 I LOT LOT �` o N A A -i ca 1 m -i PROPOSED WALL- 4{0.o a .a p A - -- - -- - - 54 - z_ I L (MAX. HT. = 3') YD-4A o N a o N a - - - - - - - - __ __ PROPOSED o p 22 z3 W pT - 4 rw a4 A LOT 21 GAR s 6 GAR Y I LOT LOT LOT LOT LOT LOT03 -1 a ew -GREENWAY w 456.67 GAR 45733 45 7 LOT I 29 'z ° 20 45733 FFE 456.001 FE 45933 FFE LOT LOT 27 28 461.17 GAR 30 31 32 33 11 I N a 456.00 GAR o BSMT 8.37 BSMT o BSMT 61..8 GAR ��Ln I (TYP.)o 447-5 44 7 - 449 5 2 26 61.8 GAR 4 3 ? LOT ti PROPOSED WALL 456.67 FFE �/ - - - I 24 5 60.6 GAR �' 4 3 46z.5o FFE 461.83 FFE 461.17 GAR 461.17 GAR 3 �I 46z.17 G R 1 �� (MAX. HT. = 6') �� z ° 460.0o GAR 4 7 462 S,a_FF� 61 8 FFE 461.17 GAR 461.8 GAR 6.8 BSMZ I 45933 GAR 461.33 FFE I 4 3_ - - 461.83 FFE _ 461.83 FFE 462.5o FFE _ , o - I .3 460.67 FFE - - -- _ - __ - 44 --- I _ E 53.o B MT w a PROP 460 oo FFE _ - -- - PROPOSED SWM FACILITY ' O o PROPOSED WALL PROPOSED 8"HDPE ROOF DRAIN SYSTEM _ ' - &MAINTENANCE EASEMENT \ HT. = 6' I� - 62.1 G' R , -- -- - ----- F (MAX. ) - -__. --._ 46o.75 EP i� 4 7 ,'�I ______.__. ___-4 O - oo w/ 10 PRIVATE EASEMENT (TYP.) _ _ \ - 0 6z.8 F E z N 3 PROPOSED WALL o LOT ooB MT I MAINTENANCE Eo J 5 2 -EP- 22 _ -. � S S I. � s -ii u - I 46o.o8rc - 46.yzEv _ PROPOSERS ORMWATER Z w o 6z.1 AR PROPOSED 3 -4 o.3oEv 46i.75Tc' 4 7 �' °A - MANAGEMENT FACILITY- z w J 'o WALL YSTEM ` - ;, 459.67 EP r • _ y6a.6 roc y +oo` 46z.83 FFE - - SEE VSMP PLAN FOR DETAILS o a PROPOSED bo.i EP MAINTENANCE DRAINAGES y 7 1z+ oa6o.00Ev 46o;oorc - r: - % 453.00'BSMT N (WPOzoz00004) O z I� - _'" --- _ -- >I, r, 266 460.5o TC 46a.58 EP 5 46' - -- 5 LOT '� 266 - • F" 12+00 COURT i 46o.33 TC 3+00 459.58 EP 19 14*5°_ 3 / / _ _ w w _ ,_ o EASEMENT \I z6A KOCH OAU 459.gzrC O 13+so 6 1 +oo t' m ROPOSED PUBLIC R z1 0 - 4 - ¢ o • _ 6o.o6TC u \nJ . - ". � \ / • _ T - - - Vv-- 4 __ 1N o I : _y6o.yz EP - � � _- - 11+00 _ _-... - �, _W.75 A I I 3 z 11 5 -- 6oaaTC G R PROPOSED VDOT STD. E5 1 0 _ 7 y- w v' I -- W �' 462.83F,E I � - � , , _ _ WLn 10+00 .`' - z8A 's :I m - • � > \IV 16 '9+50 Lu \ o PROPOSED WALL w o `o LIMITS OF EXISTING ALBEMARLE COUNTY __ \ J 8 i EP B.$o P m MAX. HT. = 6' - _ _ , I-- - - -- -- as 9 0' 45 rc - a ( ) � o � - PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE - A PRESERVED STEEP SLOPES HAVE BEEN _ _ -,- c -1 459• a _- c a _ a \ j I w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT 2 o ON NEW TOPOGRAPHIC INFORMATION TO THE POEDWALL�(=16 W1=7�5, Wz=i8.Se=1.5 .) PROPOSED SWIM FACILITY o SATISFACTION OFTHE COUNTY ENGINEER (MAX. HT. 6') & MAINTENANCE EASEMENT PERMITTED UNDER SECTION 30.7.4(b)h 445 TW •• '� : , 7 I -=- - - bi. e GAR 4-62.33 6 0o FFE h� / 439 Bw +'. �' 61.1 GAR 461.17 GAR 461.1 GAR CD 4 33 6 .00 FFE 4 3 A o 462.67 GAR 4 7 61.8 FFE 461.83 FFE nZ 46z.33 GAR 6 0o FFE 4 3 1 BSMT / / 1 0 0 439 EG I I . 61.8 FFE 4 3 Ar^ oo FFE 4 3' 453.17 BSMT 453 7 46z.00 GAR 6 FFE 4 3 N N A I I - - • ./ 4 333 p b 463' 453.17 BSMT LOT LOT N N N' 460.67 GAR 462.67 FFE 453.50 BSMT LOT LOT �, 453.17 BSMT / o N o 452 TWL 1 1z h� LOT 5 4 / v I- 460.0o FFE 451 53 FFE 2 LOT II LOT o L 8T 7 6w/ 10' PRIVATE EASEMEN 45 o \ o 459.33 1.3o BSMT 45 LOT 10 9 PROPOSED 8"HDPE YARD DRAIN SYSTEMS 447 8W / � I c - � 0 4 0 1 BSMT PROPOSED WALL j Irg' 45 7 LOT 1 4 -- _ 45 _ / 2 ®' ARCHER AVENUE € (MAX. HT. - 6') 1 LOT 3 - 445 -1 _ _ _ _ _ - �j, 4' - - _ 1 _ --- / FUTURE ROAD EXTENSION TO ASHWOOD� D. o 439 BW li o d 15-- _ 452.�7 - -' -'YD-1 454. 5175 / / 77 PUBLIC R/W 439 EG 1 II -- ----- YD-z ..,- - 11 - - - - \ \ 3 _ _ = 458.67 GAR ------ -- 45i.83 462 _ I YDaA _ - - PROPOSED WALL 456.0o GAR 457-33 GAR 458.0o GAR 459E _ YD-zA 1 45 +o0 (MAX. HT. = 6') 456.67 FFE BSMT 458.00 FFE 458.67 FFE 44951°BSMT PROPOSED 8" HDPE YARD DRAIN SYSTEM _ 460 54L- 444 TW ' 446•83 448.17 BSMT 448.83 BSMT w/ io PRIVATE EASEMENT - - _ _-- 53+50 438 Bw LOT LOT LOT I �4aa.o vD 3� - .. -= - - - +pO /' J -_t_ � CY; z 19 7 1 III 442TW 447 TW 18 436 ew 444 B 448.� h _ \ _ - z+5o PROPOSED SWM FACILITY 436 EG % %o �;;; - : 6 „_ --jl� �_. 5 / - - 3 10 ,% ` 1 I 2+00 / & MAINTENANCE EASEMENT I I e z C+') 440 TW 434 BW \ 447 TW I YD 3A / Y 3� 9 e - n --- - 50+00 = So+so 51+00 51+So 5 f+ / % ' / �k� I a --- I i W 49+5° 434 EG 44 BW 44733- - / ' -_ 4467 -� r X ` CN - . _ -- _ _ 438TW I �1t4 •/ r--� 434 SW 4 ,.- �� ° S` _ o � PROPOSED DRAINAGE SYSTEM , F \ � L W a 434 EG \ I YD-3g 446 Bw k5 loA PEN RO P� - 4g+5 8A _ N L.V PROPOSED 8 HDPE YARD DRAIN SYSTEMoP�e W _ _ Q w/ 1o' PRIVATE EASEMENT (TYP.) POSE --- o kl 43 </ E / k / ul) 434 �/44 QRp - k$koo -- - -- - - - - 6 - - - - 45 E > T� o 434 EG _ - - t Lu c -- -Tr-( �/ / c W 434 ew 454 4 1 ! ( Z' J Z o _ S 3 T� e _ _ a - > c o _ MITS F EXISTING YD-6F 45s83 o .. "" \ 449 Bw HIAVE BOEEN DETERMINEDITO BE LESS NHANz 5% BASED ON NEW PES / 1 / F J � % <' � W `o ooGAR LOT 449 EG TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE - - ~ W n zo' PUBLIC I I Lr/0 457 �r 457 7 ,EE 34 COUNTY ENGINEER AS PERMITTED UNDER SECTION 30.7.4(b)h - - - - EXISTING STREAM Q ~ Q N�xO / r YD 6D DRAINAGE EASEMENT 6 F I \ e \I I I z `o `�\ I 0 b I ` PROPOSED WALL C � To EXISTING 100' STREAM BUFFER TYP. / s 57 (MAX. HT. - ) e `. ( ) 4� ` LOT � _ I s' � � 6 452 TW - t� ♦` c T � i. C / / �� LOT 5R - _ 448 BW E k k \ t E / /E /ice �l )' - Q -o �6k5 \ LOT 55 PROPOSED DRAINAGE SYSTEM /0 4S60oFkE LOT e t e k k E\ �/ /" / O 2 4s7 35 4as EG U o1 /l PROPOSED 8" HDPE YARD DRAIN SYSTEM 2<d7 C,AR 452 83 GAjR % = -PROPOSED DRAINAGE SYSTEM / 54 o GAR 4s� 83 FFE 453.So FFE, o° _ e/ PROPOSED WALL e t etF t F F �t k/ i �/ _ _ t Y w ° 442 j / w/ 10 PRIVATE EASEMENT ENT (TYP.) $ GAR 45 17 FFE M R MAINTENANCE EASEMENT t k E k t �` E / E / Y v 6 � LU N6x '. � \ 4 4 3 � H •. % '� 455. 7 � � k E E k � �s k � k v o �- 45 1i.5o FFE - 45633 452 TW e E t E k I' �. y" W U o ° / ! \ \ 8/ 8% LOT 450 BW E t t k E e ' 1o+oO 7 h YD 6C PROPOSED 8" HDPE ROOF DRAIN SYSTEM __ ° %� o 32 j 36 45D EG E �/ LLJ 6g v w/ io PRIVATE EASEMENT (TYP.) oy 3zA 0 �__ _ �_ I , Z 408 4470 - ti LOT-- -: , M J / ' �� 53�� EXISTING WETLANDS (TYP.) � ul F W `� z � 6 � / u< 9 7% - / W _ � � �7 � � s � I �• .. � / /12+50. .. � ;� � � � 452 TW 71 �O 407 \ 4 v x a51 eW Y �� "v' O n { 451 EG z 8.6 FFER � �x° � 1 0 � � w LOT PROPOSED UNDERGROUND Q x � STORMWATER MANAGEMENT 44 7 DETENTION FACILITY- � / � � / \\ SEE VS P PLAN FOR DETAILS / / 52 (47-33 2°0 \ O P9 452 33 FFR XISTING TREELINE (TYP.) J AGAR � �� 1O 45333 F! o 4 .0o FF < y C� 33 EXISTIN / 409 JP LOT G PRESERVED u \ O e L � W °ti ° F� �o 37 405 406 45 67 LOT i / ' .��tih �OQpS / 05 o 45133 GA STEEP SLOPES TYP.) o 51 /446.67 GAR CT 2 Oo FF� a / YD-66 447.33 FFE/ JN* / LOT A o ° 38 oo co '0 �p45o67G , PROPOSED 20' PUBLIC .j I s 7� 45133 FF,E / (i p y \ I _ - ' DRAINAGE EASEMENT 34A / ° V LOT LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES o / 2 PROPOSED 8" HDPE ROOF DRAIN SYSTEM o / HAVE BEEN DETERMINED TO BE LESS THAN z5/o BASED T NEW J ° J1 ° oo GAR 39 TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE w/ 10' PRIVATE EASEMENT (TYP.) r 4 \ 445 �OQ ti 5o.67 FFE 9 COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h / w E 5 � I r� PROPOSED :C6 9Q so A I o _- ��C. . H y / O w o / d ° GREENWAY �d a z/o �Q�o LOT GRAPHIC SCALE JOB NO. a (TYP.) . �v � 4�4533GAR � �` 66A I a, v< ; / / / ao v s9 \ vD-6A LOT 40 30 o i5 30 60 182150 1Co 0 50 EXISTING STREAM I / SCALE ° /v o �� 4 4.67GAR'. z o o V = I FFE O ° EN SPA 44 33 ° 9 rhX r 450.83� R 44 / / // ( IN FEET) 1 =30/ o � `" ° 1. o f E \ / / � / I inch = 30 ft. c v CH IN - EE EE 10 LOT 66D �� /` 441.67 MT / ! ° j, 749 66 65 \'z/ � �, � � 44 / I / SHEET NO. n / A .00 GAR f \ n _ lr 8 0 /' PROPOSED FLAT VDOT CLAS�'AI 1a �� \ �i \ �� . - -- o �� ,<.., "y �'� 450.83 GAR COARSE AGGREGATE OUTLET \ _ A H L I N -SEE S H E ET g LOT �' "`� 66D ° ; 453-5v FFE - PROTECTION w/ GEOTEXTILE FILTER o', 66 - • 44i.67B5MT 401 / FABRIC UNDERLAYMENT. FABRIC TO `\ 4 PROPOSED VAR. WIDTH_ Lko ---°_ ._ ° BE KEYED INTO EX. GROUND 9" MIN. \ 49 'of • DRAINAGE EASEMENT AT ENDS & ALONG PERIMETER. i \ 444.0o GAR \ r o GAR LOT / m FABRIC TO OVERLAP A MIN. OF 9" 444.67 FFE _\ p - ; �. /� (L=10', W1=6', W2=6', D=18" MIN.) 450.17 FF .57 A ,6 x5 41 � / CDSCOTT R. LLINS \ LOT 64 e NHS zoo 440.33 BSMT / U Lic. No. 035791 a PROPOSED VDOT CL. At RIPRAP LINED DOWNSTREAM OUTLET / •` PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER SEE VSMP PLAN FOR OUTFALL I s. 1� 44° 4$ 10 . •� O WSIGN INFORMATION s O o 44 3 LOT YD 6 6 A % 439 8 F n STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY i * 4 439-0 gAR .t,� �� FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM � OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE I � ( 4) •0 °� PE ,L 4 - �'SIONAL EZyG w 2 DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE 5M '� ✓ Z CULVERT AND 21' WIDE AT THE END. STONE THICKNESS=18" PROPOSED 8" HDPE YARD DRAIN SYSTEM , ��,nx - tiGkp . ' 447 $o FFE OGA LOT / I w/ zo PRIVATE EASEMENT (TYP.) �� 646. 437.67BSMT 43 o 00 I (5p � LOT ° / 44 4as�` / 424 BW 56 6zA 4445°�E �� OO- - _ / 0 -- -- 1 E / aza EG 6z 6 ` 810 434.67 @'MT i i -- o v / \ U PROPERTY BOUNDARY (TYP.) �_ " / O � \ l ti LOT \ x0° . " �8� 443 z7�AR i 5 �'� �x tit 443'0o B LOT i� �, // o� PROPOSED WALL / $ 43�67GAR s % 6z6 4348 FF,MT 45 XX / o > °1 (MAX. HT. = 3') v 4{0.33 FFE` > i i 65 r3o.5o BSMT r� 44z.5o GAR , _ // IA v Q: LOT o vh .: 443.17 FF MT LOT / i / u m s / 4/0 43 33� / w Ln O PROPOSED WALL �ro �/ $4 .h° 46 / " kx MAINTENANCE EASEME/ 4�9-00 a ® O a PROPOSED 8" HDPE DPI) SYSTEM 43967 FFE LOT w/o'PIAE EASEMENT �9-83 BSM LO' °o / wJ s- / w / 4398 GAR 0000 FFE' - �° s �_ �*� / - �E a o /� 4 9 7 ti r n i / / / W o / x _ 44TW z z BSMT . / _ '' E E _ / `� `w N f 4$ PROPOSED DRAINAGE SYSTEM (TYP.) ` j w/ / 1 a23 eG LOT 3% �' r // \/� 1> _ / LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES ! e E ` e / / / li o ( ��\ EXISTING STREAM / O $2 437 �7 GAR \ 3o HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW `- e / \ oOo \� / / v \ 43�, 33 FFE - TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE _ ` l tt F k / �� / \° Q 42$:9 BSMT z°!o COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h 48.67 GAR - 43933 o . • . t / LOT 81 LOT xo // �� / o-G.AR /o i o �� e /�� o 0 435'-5 54 $ 437�7 FFE BSMT 8.6 GAR / / / / �z / i 42733 43933 FFEIi �� / / / �� IN u / LOT °° / 5 ° LOT �' 0000 415.83 BSM tiX S 8:0o GAP 59 / ��i _� �-c 4 St�j GAR � ° °/ G G PROPOSED 8" HDPE ROOF DRAIN SYSTEM 4$, 8 FFE 53 /s E j zo' PRIVATE EASEMENT LOT (TYP.) 0 5/0 438.67 FFE;; �ti / S / / % - - / 0 43 / / 9� / 43313GAR � ;� zA r, ` 79 43 7 GA LOT / 8 FFE• 5 43733 - / 4a4.00 BSMT �0 438 0o FFE 60 / fi0 / � / - _ _ o _ /.00 - -- - -- u v v LOT 4 �- ��: _ 526 LOT / PROPOSED 8" HDPE ROOF DRAIN SYSTEM / / / _ _ a $ 1 GAR / - - r �,. �� EXISTING PRESERVED 31.83 FFE Q�Q� / ' �a 6i / / w/ 10' PRIVATE EASEMENT (TYP.) / N Q y,?.Qo BS o8% Sz O�� O� �� / / - Q � J m O o ^ s STEEP SLOPES (TYP.) � � o �J // LOT 435.0oEFE�i�- � -� �I // � / / r LOT / \ i / N > 77 z 432.33 GAR 6 , 0 �� / � � � � � Q 4z6.00 GA 433.0o FF So _ / 4'26.67 FFE � _ / I N / LOT 4z6.83 BSM / 6 LOT / 424-00 AR / 49 70 63 / / / Q D / 04.67 FFE 48 x? I I o PROPOSED GREENWAY (TYP.) / / 4k4�83 BSM /o z9-W GAR,, // i w / LOT / / / y.. ° � �` Soj 43033 FIE) / �x / / / J T� Q s / ` / 75 �,j�.p° GAR - LOT Z - J / 4 4z7.67 GAR / / 0Cn 2.67 FFE / 27 FFE, 64 / i 412.83 BSM / 48A 4 33 �� // I� l W `Q /o / / / f- Q 'I, / / LOT p° 48B LOT /�/ PROPOSEDGREENWAY(TYP.) / O / S / 74 4?933 GAR by 6 � / / O Z N / y20.0o FFE''' \ , $ / / �� Q \ 4zo.z7 BSM 42 / V - � .000 � LOT p �� 4zz.z7 GA 4zz.$BFFEf� � / PROPOSED 8"HDPE ROOF DRAIN SYSTEM /\ � �, 2 \ Pw/zo'PRIVATEEASEMENT (TYP.) � () 00 o 4z7.33FFE / 73 41,6E 7 / �, � \ / _ 4R7.5o BSM 1 /o c° u 9 LOT / \ -' (D E a W 66 / � � w 1/ Y � z , //_ . ` • ° 0.17 LU , R OOF/17B 0.17GAR 4z0.83FE) o 420.5 EXISTING PRESERVED L LOT / STEEP SLOPES (TYP.) O % / U (7 ` 6] / YD-7D / / Q 46 z75o GARB / o 4a / / / Ln F z_ ° 0/ 4z8.17FFE,/ ^ / / �]J w r \titi EXISTING STREAM w jz 4z5.5o GAR LOT 46A i. �� 416.ijFFEi 6$ z Z LOT 7s W 466 ? 6g _ / / i / / O Q � � V � E / / 4/0 V / / PROPOSED 8" HDPE ROOF/YARD DRAIN �� / ° \ / / SYSTEM w/ zo' PRIVATE EASEMENT (TYP.) / PROPERTY BOUNDARY (TYP.) Q O n / 4zz.67 GAR_ / ' 412.33FFE � t i LOT 4 ° o / 410.33 GAR / / o m 4zz.00FFE 70 / N X YD 7A/ / EXISTING WETLANDS (TYP.) / GRAPHIC SCALE LOT -_- e �� / 0.17 / / 43 40933GARy 7i // /� ey a" " s a° ° b w E 410.00 FFE,,;�- / / / p' o` YD-8A _� w o �� . _ a v= Q / \ / • . ° - /. / / - E E e -/ y� ( 1N FEET ) JOB v M� LOT // / e / / A / I inch = 30 ft.72 o / PROPOSED DRAINAGE SYSTEM (T P.)_ / ° SCALE / I % PROPOSED 8" HDPE ROOF/YARD DRAIN / 1 If=30 0 yo ° YD 8 SYSTEM w/ zo' PRIVATE EASEMENT (TYP.) / i ® '4'2 o S \/ SHEET NO. n / ° MATCHLINE -SEE SHEET 12 � / , 10 s PROPOSED FLAT VDOT CLASS Al COARSE AGGREGATE OUTLET PROTECTION wl GEOTEXTILE FILTER FABRIC UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & PROPOSED VDOT STD. CLASS AlRIPRAP OUTFACE ,-�- ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" P iED WALL L/ GEOTEXTILE FILTER SFADBRI S UNDERLAYMENT PROPOSED SWM FACILITY (L=1o', w1=\ W2=5', D=1s"MIN.) /( 7.5', T. 6') & MAINTENANCE EASEMENT SEE VSMP PLAN FOR OUTFACE / I DESIGN INFORMATION I I / l 1 � ARCHER AVENUE '- ...... / FUTURE ROAD EXTENSION TO ASHWOOD BLVD. I ( \ I / 77' PUBLIC RIW \ \• \ i 54 r ENT - a F k t �W/ — �\ \V •V A---� 1W Lu 5 \ s k000,y (( k LLI \ I \ I ROPOSED GREENWAY (TYP.) r\ \ \, \ \ \ �� t \� x 2O - - EXISTING STREAM c \ - \ / 1 I JvO 00 b T ] 1 I _ - GRAPHIC SCALE i5 30 6D ( IN FEET ) 1 inch = 30 ft. PROPOSED VDOT CL. AI RIPRAP LINED UPSTREAM ENERGY DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE CULVERT AND 18' WIDE Aj THE END. STONE THICKNESS=18" I I ' PROPOSED VDOT STD. CONCRETE HEADWALL I/ WITHOUT WING WALLS / PROPOSED CULVE / SEE SHEETS 30-31 r ' DESIGN INFORMAI _ 430 � - s - - 8oA - -- - • 78B � 76B �/ 39+25 39+so 78A I - _ 40+0o W - - , EXISTING qR ` - - -_ 4o+So ARCHER gVENU W - -- W EXISTING PUBLICROgp E / 1 - 74 1 --I- W - �,N - W —1+00 - - bU - Vt -- 93' WIDT ----- H R/W I _ 4�+5° 42+00 42+50 43+00 4—F � � AB�HER AVENUE _ PROPOS b PUBLIC ROAD N� VA WIDTH R/W 6A 40/ 7 - 7 - -- -- 1, �0 5 76 i 4Zo 454 � ,43° \ , PROPO ED VDO STD. C NCRE PROPOSED DRAINAGE SYSTE , 1EADWAL�WITWALLS 4yc PROPOSED VAR. WIDTH_/ boo t DRAINAGE EASEMENT PROPOSED VDbT CL. AI RIPRAP LINED DOWNSTREAM OUTLET PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM\ OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE CULVERT AND 21' WIDE AT THE END,. STONE THICKNESS=18" vt NS,' �ISC0TR. LLI Lic. No. 035791 ,a 6/24/20� �SIONer. E��` Cn Zw�< z O Q z O E J c r J L Q O u z . [ I i W e s F � c 4O2 �a (. / o / PROPOSED FLAT VDOT CLASS AI COARSE AGGREGATE OUTLET 401 PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT. FABRIC TO r BE KEYED INTO EX. GROUND 9" MIN. X. o AT ENDS & ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" (L=10', W1=6', W2=6', D=18" MIN.) SEE VSMP PLAN FOR OUTFALL -DESIGN INFORMATION (W PO2o2o0004) 0 II a a a a o 0 N N U (] N c 7 t ° U 0 N E 0 c LCY) ai r � U M z Z 06 Q v N ° cM � v ° I Q ° ° N Q > O o WIN IN O ° 04 Q J W \ ' a o c J Q N (> a W W o H O o OL9 z = U 016 0 W(� Y z W U o ~ 0 E ul Z W W J w w z Jz U) z o ~ J p J Q o 0 co a Ox ° s U w 0 J � ti c m w w E w ' aI v=i JOB NO. v 182150 0 m SCALE ° 1If SHEET NO. n 11 °c TH OFTl � ��✓ xo° A 411.00 FFE 70 / YD-7A / !SC)TT p R. LLINS� / / 500 / 43 LOT 017 � / 40933 GAR p 1 ' CD U Lic. No. 035791 ,a � 6/24/20 \O 410.00 FFF/` / qp Y / / `SSIONAL EZyG a LOT _ / \ 72 / / / PROPOSED DRAINAGE (T P.), '/ SYSTEM PROPOSED 8" HDPE ROOF/YARD o SYSTEM w/ io' PRIVATE EASEMENT o 4r DRAIN (TYP.) Ln MATCHLINE -SEE SHEET 10 � O zA / O E / y .40e / \ a z 42B �e % < i LU % > LU Y - _ / ev 39 0000, �,� ' a - — - — - —; -- — 38 ;I PROPOSED DRAINAGE 9 v S E/.//O o r4 tD r zo' \ /O ENT (TYP.) k E E � EASEMENT k / OPARK AREA O 3k EXISTING STREA E ING k L f' e ! � M 41 / _ E C J CM E. c c C E Q Ok F EXISTING zoo -YEAR FLOODPLAIN (TYP.) �< 5 j e i. � � �l / J 4 % � ��/- � I, /I PROPOSED GREENWAY (TYP.) /�' / � e O 00� U)0-6 ui Oo �` ✓ v v e /�/ A O / F- J , T� cD r I - ,� �/O i � Q < CC DDe` O / DRAINAGEEASEMEVAR NTE v,, �, ' // E it \\ O \\ i Z U o 06 z (n ✓ O OOP �, ,O E` : O� / w U o O O o OCO w J OO � � EXISTING ioo-YEAR FLOODPLAIN0000, H I ' PROPOSED VDOT STD. ES-i & RIPRAP CHANNELOUTFALL- SEEVSMPPLAN FOR OUTFACE DESIGN INFORMATION— / /. I 2 O �(WPOzoz00004) / i O r - CD o m di � J / OO GRAPHIC SCALE / PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL O ° w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT 30 0 15 30 60 (L=24', Wi=6', Wz=iz', D=2.5' MIN.) - - -1N FEET ) K S JOB NO. I82I50 O 1 inch = 30 ft. O SCALE � -- 1 =30' SHEET NO. 12 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. 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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH 774E TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED W774IN 774E PUBLIC RIGHT -OF- WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY 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 GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE S7RIC7LY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. _a SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH 77TIE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY' r NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, 774EY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMiT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12, VDOT STANDARD CO-1 OR CO-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES RA /N 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL lS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECT70NS SHALL BE REMOVED. 4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADAT70N FOR TYPE I, /I OR llI PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ON BEFORE SURFACE 7REATMENT 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. CAPACIT 9. ENCROACHMENT: SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIENCROACHMENT:POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROROADWAYSY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY I Im•�rL�rl I x4'FIC-F/C 49 RIW-RN sl4_i, o' T 9 6 ors T FIN' x�rrAl STREET .SECTION - VAR. WIDTH PUBLIC & PRIVATE ROAD �KOCH COURT, FLORA LANE, FLORA COURT) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (NOT TOSCALE) WITH BUMPOUTS ALONG ROADWAY. CIL� 14 I 14_i smflvuzl 36'F/C-F/C 6='RIW-RIW TYPICAL STREET SUCTION - 61 ' PUBLIC ROAD R%W (EUSTIS ANOTE NO PARKING 25 MPH DESIGN SPEED ALONG ROADWAY /NOT TO SCALE/ N4_=_ 6-WHITE _ LANE STRIPING PxzrFiuxP TYPICAL STREET SUCTION - VAR. WIDTH PUBLIC ROAD R/W (ARCH.ER -4VEiVUE) 25 MPH DE.S'jCN SPEED NOTE: PARKING TO BE PROVIDED BETWEEN BIKE NOT TO SCALE/ LANE AND CURB VAN BUMPOUTS ALONG ROADWAY. �y°:i al4"_yi rydxror IN 5' 61 (rvnEmuxn� a,unc✓/U9 �rro/XU V"HIP GNE 4'S PINxNE eMw 66'F/C-F/C 93' R/I TYPICAL STREET SECTION - VAR. WIDTH PUBLIC ROAD R/W (ARCHER AVENUE) 25 MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED BETWEEN BIKE SNOT TO SCALE LANE AND CURB WITH BUMPOUTS ALONG ROADWAY. BLVF-LfiDUNITS m w,n�m. ma�iFsovirw t"w0.u�-%MINI A1N� �� MPnor*" UinmmW°" / X �IEOVFORCLMENT CONNECTION I I IAa•� -- - I I FHR.E11M1ffNTLkN4rX -17 C _ 7 y-ai<no`,"tl'°Ic w�mencxoxmxae+nmt AncnorTMDiananH" X I:I E%CAVATIDN OVERSI2MG PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA An.nnr-DInmPna'^ WX ABUT CALBESEPREPARAUON ALBEMARLE COUNTY WIDTHOF ., GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCT70N WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY T LIMITS OF PEDESTRIAN ® _ _ _aF' IS LIMITS OF PEDESTRIAN ACCESS ROUTE ACCESS ROUTE UNPAVED SPADE NO VERSMLE WPAVED SPACE WON NOF 1 j: LI RI NW -TRAVERSABLE LIMITS OF PEDESTR CESS flOUTE LE55 ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS REQtIRED IF THE LIMITS OF PEOESTRIIN ACCESS ROUTE 6M EXTEND BEYOND E%ISTNG OR PROPOSED VOOT RIGHT -OF WAY p. E PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS - UNOBSTRUCTED STABLE FIRM AND SLR RESISTMT e. PATH CONNECTING' ALL ACCESSIBLE ELEMENTS OF A CLEARING, GRADING OR OTHER CONSTRUCTION. A� FMILITY THAT CAR BE APPROACHED, ENTERED AND .A. .I:. "ALE PLAN 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, USED BY PEDESTRIANS. e'ee ve esa SEEDED, AND MULCHED. RH IF PEDISTRIM ACCESS ROUTES M ME BEING PROVIDED. MINNW 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MA%.2X CROSS SLOPE. SECTION B-B 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, F WITH STANDARD WHEN USED - THE CURB HIS COAN OR CC-7 THE MRB FADE ON MATCH STANDARD IS LE U MJusreO TO 4ATW HE MOUNTABLE CURB CONFIGURATION. LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. UNPAVED suEwAx SPACE PMABO Ic 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE ® CURVE ® s. O REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, NORMAL COTTER __ ® e• . e -. '' -- I x OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO ' ` ^• °• '° 7 LFO%ITC O%CHINGE STABILIZE A DRAINAGE CHANNEL. 4p 4.40• ;T.-_6 QYur3444u4eg44. 4e "" SECTION C-C 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE YPACE I�SI2EA 2D ME CAPS AT IH.E.S.) CONIC. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. MM. SLOPE 5-IT. MINT OF GRAPE CHANGEIIY. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE FOR CURB MO GUTTER WLV REINFORCED CONCRETE PIPE -CLASS III. OR BDfwALK MRB AND GUTTER X X 4 % MAtlMW NGYEASE N SLOPE AT MINIMUM IO' INTERVALS • X. X MA%NUY DECREASE IN SLOPE FOR FIRST D•INTERVAL AND f. . . .4. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION BULLY CONMRRENTLY B X MAXIMUM DECREASE FOR SUCCEEDING WAWA 1D' INTERVALS SECTION A -A MUST COMPLY WITH OSHA STANDARDS FOR THE SECTION O-D CONSTRUCTION INDUSTRY (29 CFR PART 1926). " STANDARD ENTRANCE GUTTER SPECIFICATION ROM AND BRIDGE sTNOAROs SHEET 1 UL 1 REVISION DATE rRELFERENCE 50P 203.OJ 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 6' TRIP GENERATION CALCULATIONS o \\ \\ TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(EITH EDITION) 5 TOWNHOUSE UNITS (CODE 230) \ a ADT: 494 VPD (247 ENTER/ 247 EXIT) P `1 :AM PEAK: 37 VPH (6 ENTER/ 31 EXIT) PM PEAK: 44 VPH \ (29 ENTER/ 15 EXIT) e TH SCOTT R. COLLINSZ H-N Lic. No. 035791 n `\ / 1 Z O � J F Q c -: Z N GO 0 (A O Z o J L i n F ,w > LU Z i L Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Archer Avenue 775 2 795 4 4 13.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 0.6 14.03 Eustis Avenue 775 2 795 4 4 13.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6.5 0.6 14.03 Koch Court 192 2 212 4 4 936 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 Flora Lane 192 2 212 4 4 936 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 Flora Court 58 2 78 4 4 5.88 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 9.74 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. s TOP OF-r4I CURB 11 ------�-2- R 6" 4 SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A L~i.Jfg"y 2' uumrnulcv� /57,p6e, OR #78 SUBGRADE STANDARD CG-6 STONE BASE UNDER CURB & ASPHALT PAVING - ROADS CURB & GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFILLING. NO SCALE CG-12 i+ F RMP T THE F 11 CG-12 COMPONENTS R T THE F N. NO E HYDRAULIC CEMENT 0 CURS S CONSIST IC E OA A OL NOTES CORUW EN 3 OF CURB AMPS CONSIST a< E OLLOW R 1YYMY WHE CEMENT SIDEWALK R 03T M HIES MEA M UAAE vIA05l HYORMLIC CEMENT SIDEWALK COMMEPTH W INCNS MEA M UARE YARDS) CURB WHEN REWIRED LCG-2 OR CC-3 IN LNOXIEN7 FEET( 50 CURB WHEN REMOVED (CG-2 OR CG-3 IN UNEN7 FEETI GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SOUUME YARDS) GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) H OF ITEMS I A SEPARATE PAY ITEM N H F T ITEMS I A PMAT PAY ITEM ULD J. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EXIT THE MOVE S SE E E 0 SHOULD 1. THE DETECTIBLE WNWING SHALL BE PROVIDED BY TRUNCATED OWES. EACH 0 THE MOVE E S S E E MID SFO BE SUMMMIZED FOR EACH CURB CUT RAMP. BE SUMMM12E0 FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE PROM THE MATERIALS APPROVED LIST FOR SIDEWALK IOEWALK DETECTABLE HINTS O STHE SPECIAL IAL PROVISION NOT LISTED SHALL MEETETECTABLE HINTS O MFALES. PRODUCTS NOT LISTED SHALL MEET RNP IYt MAX4N qNP 12:1 MAX 48:1 MAX48:1 MAX THE REQUIREMENTS OF THE SPECALL Ni0VI510N FOR CG-12 DETECTABLE THE REQUIREMENTS OF THE PROVISION FOR CG-12 DETECTABLE SWARMINGPI SURFACE NO SHILL BE SUBMITTED TO THE STANDARDS AID WMNINC SURFACE MO SHILL BE SUBMITTED TO THE STNDABOS NO SPECIX DESIGN DVPI. N SECTION FOR IPPR\ SPECIAL DESIGN SECTOR FOR MPROVM. l J. SLOPING ROES OF CURB RAMP MAY BE POURED MONOLITHN:NIY WITH RAMP 4' 3. SLOPM SIDES OF CURB RAMP MAY BE POURED MMOUTHILMLY WITH RAMP A/• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BAPS. FLOOR OR BY USING PERMISSBLE CONSTRUCTION JOINT WITH REQUIRED BARS. {- THATMM FLOOR IS (FLARED PRECAST MST PROVIDED ACCEAFTER P DOWEL OF O:T WAX 4. THATMMJOINING RAPED PRECAST HOLES BESCMT N PLACE AFTER DOWEL LAACCEMEENT OF O:1 MAX PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAP FLOOR PRECAT CONCRETE SHALL BE CLASS A-4. TYPE A ENTER &ONG TYPE A S. REOH'RED BARS DES OF HE RAME TO BFLMRX B"PPLACED FAIRTCENTER TO OR. CENTER XMG PERPENDICULAR S. MTNIRSIDEED SMOF TH€ RAMP FLOOR MID -DEPTH EOOF IRAMP T FLOOR. TO O MINIMUM PERPENDICULAR CONCRETE COVER 1'/2". CONCRETE COVER 1/i'. S. CURB / CURB AND COTTER SLOPE TRMISITIONS MJACENT TO CURB RAMPS 6. CURB / CURB AND COTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED IN PAYMENT FOR MRB / MRB AND GUTTER. 5'IAN ARE INCLUDED M PAYMENT FOR CURB / MRB AND GUTTER. 5'MN N% ]. CURB RAPS ME TO BE LOCATED M SHOWN ON T1ff RAPS OR AS DIRECTED ]. CURB R ME TO BE LOCATED HEWN ON THE PLN OR DIRECTED 12 AVPS AS S S AS VIM- CROSSESBY TXE ENGNEER. TFEY AlE TO BE PROVIF W AT F A HI CTIONS WHEREVER 12:1 M �- BY THE ENGNEER. THEY PFE TO BE PROVIDED AT F A HI CTIONS WHEREVER2�RAXN ACCESSIBLE ROUTE WRHIN TIE RANT OF WAY UL A HIGHWAY FMILITY A N ACCESSIBLE ROUTE WITHIN TIE RIGHT OF WAY OF A HIGHWAY FACILITY A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MOST BE LOCATED WITHIN PEDESTRANN CROSSWALKS OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS :TYB I I AS SHOWN W PLMS OR M ORECTED BY THE ENGINEER, NO SHOULD NOT TYPE B AS SOWN W PLANS OR AS DIRECTED BY THE ENGNEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTED LIGHT POLES.FNE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,FIRE PARALLEL PARALLEL (5 MIN.) ss' (TYP.) SEE PAVEMENT CHART 4" CONIC. FOR DEPTH OF EACH 3000 S/ MIN. P PAVEMENTCOURSE 0 N, 4" 21-A STONE BASE M CONCRETE SIDEWALK CY) NO SCALE CIS `V J CG-B NOTES: 1. THIS (TEN MAY BE PRECAST OR CAST IN PLACE. 1 2. CONCRETE TO BE CLAPS AS F CAST N PLACE {DOD PS IF PRECAST. ' 3. COMBINATION CURB IF MUM HAVING A RADIUS O Q OF 3RS FEET OR LESS LLONG FACE OF CURB( SHILL BE PAD FOR As RADIAL COMBINATION CURB ¥GUTTER. O 4. M. WITH ABED MANAGE t V LA T TOM OF T E CURB LAYER. THE BOTTOM OF THE CURB T GUTTER e"M BE CONSTRUCTED D TO l n TO THIS POPE OF SIIBBME COURSES MD TO THE /� 1 \ V DEPTH OF THE PAVEMENT. 5. ALLOWABLE CNRERIA FOR TIE LOSE OF CG-5 Q IS BASED ON ROADWAY GLASSFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF < ' R THE ROM DESIGN MANUAL IN THEN SECTION W GS URBAN STMDMDS L T-I HYDRANTS, DROP INLETS, ETC. ACCESSBLE ROUTES PROVIDE A CONTINUOUS y' HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS �u�' MCESSBLETELEMENTSEOF'RA FMIUTYPTHHAATISTAIR CM BE PATH /PPROACHEO, ENTERCD ,v.vK ifSL"C'•' it � �1/ AADCE59BLETED ELEMENTSEOFRA FACILITY TSLIP HAT CM RESISTANTPATH APPROACHED. ENTTING EREDIw,'XxNY �� D MD USED BY PEDESTRIANS. N'P',"'N%Z �YT XS Y A` IAA 'iL'A AND USED BY PEDESTRIANS. 1 1' JAB / /i .' ' �1 4 A' y.��ppSa;n ,ayh' 4C` '-- '.`_ , ,`'^,'^ 4`p/y5 '!nUi+n ''rR/ Kau_ J L ROMPS MAY BE PLACED A RMAL IN TN(ENTS SECTIONS PROWLED THAT W; 1 B. RAPS MAY BE PLANED W RMAL OR TNGENRAL SECTIONS PROVIDED THAT //,rE�xe'A'' 1 • M THE CURB OPENING IS PLANED WITHIN THE LIMITS OF THE CROSSWALK AND TXE MRB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AD • z THAT THE SLOPE AT THE CONFECTION OF THE CURB OPENING IS T, 12`1-MAX '% B THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12°1_ MAX '; p F- • D p D D , D PERPENDICULAR TO THE CURB. 5. MIN %'. M.• Y'YA� PERPENDICULAR TO THE CURB. 5. MN .Y( *TF� f ' AA06 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RMIICNNOT SS-- S. TYPICAL CONCRETE SUEWALK 15 4" NICK. WHEN THE ENTRANCE RMIICMNOT V, ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, WEER TO STMDMO CG-13, COMMERCIAL ENTRANCE (HEAVY < FAN AT 7..2" HIMEfl THAN TRAFFIC, REFER TO STANDARD CC-13 COMMERCIAL ENTRANCE (HEAVY 4' AT * , 2" HIGHER THAN TRUCK TRADCl F011 CONCRETE DEPTH. EDGE OF PAVEMENT TRUCK TRNFC) FALL CONCRETE OPS'H. T EDGE OF PAVEMENT AT MX i F \ AT XX SAW AS TOP F CURB . SALE AS TOP 0 CURB N 0 O. WHEN CURB ROMPS ME USED IN CONJUNCTION WITH A SHAPED USE PATH 10. WHEN CURB ROMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH THEMINIMUM WIDTH H T ITN THE H PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH UL THE SHNEO WE PATH. ' WO SHALL BE THE O UL E SHARED USE I1 H Y P P F T R I TYPE C 11 WHEN ONLY W ROMP IS PROVIDED FOR TWO CROSSINGS (DLCHAR TYPE C WHEN ONLY WE CURB RNA S BONDED OR TWO C OSSMGS (O AGONALT. EN E MRB 0 OSS NGS I ax H LANDING AREA SHALL BE PROVIDED TO 4RAVELR A THE 4'V 4' PARALLEL PERPENDICULAR INTO THE 4'LANDING AREA SHALL BE PROVIDED TO MAWUVER A THIS PARALLEL IT PERPENDICULAR INTO THE CROSSWALK INCLUDE THE GOING INTO THE TRAVELWAY. THIS 4' x 4' ALTO THE CROSSWALK INCLUDE THE GOING INTO THE TRAVELWAY. THB 41. Y ENDING MEA MAY LIMB RE THE COTTER PAR. 91. CA AREA MAY CURE! R THE COTTER PAN. TRUNCATED DOME TRUNCATED DOME 19. ALL CAPS WHERETRAYC CUB RAPS INTERSECT CONNA RADIAL SECTION OF m 12. ALL CASES WHERE CURE! RAPS INTERSECT A RMIE SECTION E .8"-2.4" C-L I.I.I. m CURS AT ENTRANCES OR STREET FACTORY NS THE R E FIELD d CURB AT ENTRANCES OR STREET FACTORY ORA THE DETECTABLELE WAVING SURFACE SHALL HAVE A HE MANUFACTURER RADIUS OR BE FIELD O O O O O z WANKING SAS REC SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O D 3 -40MFE0 AS RECOMMENDED BY THE NADFMTWEN TO MATCH -MODIFIED M RECOMMENDED BY THE MAAIFACTURpY TO MATCH 0000 00 00000 A0000 o0000o0 THE BACK OF CUB. 0 } THE BACK OF CHAIR. - o0000 0000000 " _E,/\_/�L\�T1I�L./\/�/\/ � O000O oo Oo OOO -j LADING ROMP 4 000000000000000 to ENDING ROMP a 000000000000000 to 000000000000 m� O O O O D O 0 0 0 0 0 0 0 0 0 0� 0 0 0 0 0 0 0 0 0 0 0 0 0.0 11 ERIII0 0 0 0 0 0 0 O O 0 0 0 0 0 0 O O O o 0 0 o O O o 0 0 0 o O -DETECTABLE WMNNG I I DETECTBLE WARNING c AT BACK OF CURB 9"-I 4" VARIABLE FALL WIDTH OF ROMP FLOOR AT BALK OF CURB 0.9"-1.4" VOLUBLE FULL WIDTH OF RAP FLOOR SEE NOTE F BASE DINAETER I PAY LIMITS SEE NOTE F ASE pM1ETFA I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME ABLE WARNING DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETECT DETAIL XVDE3T- SPECIFICATION -VV00-T- SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE ROM AND MINE STANDARDS ROM ANO BRIDGE STMDMDS SHEET 101` 5 REVISION DATE (GENERAL NOTES) 105 SHEET I OF 5 REVISION GATE (GENERAL NOTES) ros 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 502 VIRGINIA DEPMTMENT OF TRANSPORTATION CG-2 M-2.2A NO,ESx 27-Y4" MIN - 2BY4" MAX RAIL HEIGHT I. THIS REM MAY BE PRECAST OR CAST IN PLACE. 3'-11 3-1%i' 3'-1%j' t 3'-1/" 2. CONCRETE TO BE GLASS M F CAST N RILE, 6'-3" 1 3" CURS P51 IF PA RAINU 41 3. CURS HAVING A RAMJS WILL 3RS FEET OR LESS ILA- II ? R RADIAL tU� OF CURB) WILL BE PAD FORM * N 11 4. THE DEPTH OF CURB MAY BE REDUCED M MUCH M 3" ITS" DEPTH) OR INCREASED M MUCH M p.; p.; A"NN yNNN Nn 3" (21" DEPTH)IN ORDER THAT THE BOTTOM 1, OF CURB WILL CONCDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO SE 1R' AS SHOWN. NO ADJIISfMEM N THE PRICE BD M TO WE MME FOR A DECREASE OR N INCREASE N DEPTH. 12 SURFACE SFIL[ •' • S. CG-2 IS TO BE USED ON ROADWAYS MEETING ..D•..A• THE NDIX A OF TH FOR TCO-15 ROM SHOWN N p.;' D.;' D GI GIII IN THE APPENDIX ON ROUMAN ROM DEEM AL' a '_'e I6'-3" MST SPKTNGI IS'-1'/i" POST SPACING) p,; T P.. T D MAX DYNAMIC DEFLECTOR - 3' MAX UYNMC DPLECTON - 2' BASE e e . MBBME 1III�`+-I1II 2^ BMus NOTES( I I GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CM BE ADJUSTED DURING CONSTRUCTION F ANDW_ � T •�A' _ 1 AS DIRECTED BY THE ENGINEER. S.e,. FOR DETAILS OF POST NO BLOCKOUTS SEE SHEET NO. 501.0. OPTIONAL FESTWED FNL TROD x I0j5NG AINONT0RI0NAL TM00 L�yIRA, 11p' gip. SURFACE FOR DETAILS OF RNL ELEMENT FAIL SPLICE JOINT AO RAL ON BACK OF PAST Y - "e• RMASSOELETED NENT SAREFURIIDWARE ESHEOEaT^"mos. n i"vcnf Mb 501.02. x WHEN RESTED RNL OR ADDITIONAL RNL IS PLACED ON BACK OF MST " "mi FOR M-2A THE POST SPACING WILL BE 8'-31% ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 'EREN_j CE STANDARD fill CURB OS 502 VIRGINIA DEPARTMENT OF TRASPORTATIW BETWEEN 5 FEET AND IN FEET ALL GUARDRNL POSTS SHALL OE SET PLUMB. PO7 T SHALL NOT BE SET WITH A VARIATION OF MORE THN PER FOOT FROM VERTK:A.. W-REM, SLOCKOUTS, MD POSTS SHALL 8E AND D ACHED WITHOUT ALTERATION OR FORCE, M PER SECTION 505 OF THE SPECIFICATIONS. ILL M-2 AND GR-2A RNL SHALL BE MANTANED AT A HEIGHT OF 27YA" MIN - 2BI MM AS MEASURED PER STANDARD M-INS. ALL W-BEN RALS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL Mt -SA METHODS OF NESTMG THE RN OR USE OF AN ADDITIONAL FAIL ON THE BMA( OF THE POST FOR STANDARD CR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALATON. FLARE RATES DESIGN SPEED INSIDE SHY LINE I BEYOND I SHY LINE MPH LINE LS FLARE RATE FLARE RATE 70 9' MIT 15:1 ¥ 60 8' 26:1 14:1 # 50 8.5' ZXI HIT ¥ 40 5' 16N E:1 ¥ 30 4' 134 7N ¥ LU IF • D D IFIF f-1 -- D------ - ~ CD Q THE BOTTOM OF THE CURS AND 211 GOTIEA MAY BE CIFD PAULLEL TO NNEE SLOPESLOPE UR O L9 1 T-I W SYIBBME COURSES PROVIDED A J A MAY BE CONCRETE IS AIN GEED. T /1/ Q "ON OF THE CONTRACTOR 6 YAMNID. elf z T� C6 U w Y O W U z �VDO-r - COMBINATION 6" CURB AND GUTTER ROM AND BRIDGE STANDARDS O OS REWSION DATE 1 SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CO-11 Ul LJj z J A-1 Xx STREET APPROACH SAME SURFACING GENERAL NOTES LLI --T�RMANl9 ON A' I C.I `. I M W1Nl➢VE ROADWAY (SEE NOTED y MEN CG-1115 USED FOR STREET CONNECTIONS THE .1L1_�011 CONNECTION JUST BE DESIGNED IN ACCOMI WttH IRMIUS TO BE M AASHTO POLICY AID THE APPLICABLE REQUIREMENTS RADIAL COMBINATION SHOWN ON PLMS) OF THE ANT ROM DESIGN MA1I INCLUDING SIGH / CURS AND COTTER DISTMCE REQUIREMENTS. / CG-6� ( NOTED Y TRUCK 2, WHEN THE ENTRANCE RDI CANNOT ACCOMMODATE THE / I Y TRI"NFFNIC THE M'"T�IITFOR F510EW'�N TM 0ClM8VRMP3 SIDERNJI I I MC TO IJS OF THE RAM SIDLLO BE (SEE NOTE 2) W, I G OPTIONAL 8" - - _ FLOW LIRE 3. WHEN USED N CONJUNCTION FACE WITH STNDIAR CO-3 OR CO-7, THE CURB TALE ON MTHISOUNTABLE TABLE CURB IS TO W WINDROW! EXPANSION BE ADJUSTED TO MATCH THE MMNTMLE MHB O JOMT '� JOICONFIGURATION,TCONFIGURATION, NOTE: OlN "B" 2'-0" OR AB YNNLNE ROADWAY 4. SEE STADARD M-12 FOR CUB RAW DESIGN TO BE W USED WITH THIS stNOND. SHOWN ON TYPICAL SECTION. A-� O S. OPTIONAL FLOYL9E MAY REWIRE WMPNG OFA PLAN VIEW PORTION OF CUTTER TO PRECLUDE PWONC OF WATER. �` rn� ENTRANCE NOTES (D MARLIN: ROADWAY SLOPE IL PLANS NE TO INDICATE WHEN CONSTRUCTION OF A FLOW C)10 PARN3MIC CURVE LRE 15 REQUIRED TO PROVIDE RESERVE MANAGE ACROSS 9%MM(. TIE ENIIFAYCE. EDGE OF SIIOLLOER OR D O SLOPE MALICE - - 7. R,W U: PAVEMENT SHALL I CONSTRUCTED TO THE OPTIONAL ROW LIRE ® - - D q/W LAN: (EXCEPT NY SIBGRME STABILIZATION ` y --- -- _ REWIRED FOR MAINLINE PAWNER WHICH CAR BE O MARLINE ROADWAY - - -- OMITTED N THE ENTRANCE.) BE MAX. ® - - _ D SLOPE CHNGE _ W B. RIVAL CUB OR COMBINATION MRSBEYOND AND E RE IER D SMALL NOT BE CONSTRUCTED BEYONIE D TR/W E E%CPT FOR REPLACEMENT NPPOSE3. W 9. THE DESIRABLE ND ME W O E EVE GNOME RARE J 20' MINIMUM FOR TA' E. LISTED AL THE ALLOWABLE ENTRANCE GRAPE OIDS 5. M.- COYIERCIAL ENTRANCE TABLE. THESE VALUES AflE NOT IRRIGABLE TO STREET U CONNECTIONS r *SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BMRER SYSTEMS. v=r A COPY Oi THE ORIGNM SEALED ND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. SPECFICATION SRCIFOATON ROM MET MINE NDIA05 ROAD NO BRIOG�S STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE REVISION DATE SHEET 1 OF 1 SHEET I OF 2 REVISION DATE (STRONG POST SYSTEM) w's 502 207 501.04 UB/M VIRGINIA DEPMTMENT OF TRANSPORTATION ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES I� ENTRANCE VOLUME GRIDS CHANCE 'R' DESIRABLE WWIMIIM HIGH MORE THN Ib00 VPD 21 21% MEDIUM 500-1500 VPo 53% SIX LOW LESS THIN 500 VPD 56% BX CLASS M .i', .K, '�' '�' NOTE, ALOWMUE ENTRANLY GRAPE TABLE IS NOT RILLS.) .L.' .L•, •�. 'X -- MPLICMLE TO STREET CONNECTIONS CWCTETE � SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION N U07 203D4 I O W _ JOB NO. 182150 SCALE AS SHOWN SHEET NO. 13 I B 1 i j ACSA GENERAL WATER & SEWER CONDITIONS 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ta'vl1 INITIAL BACKFILL za' IN 8" 8 8" MIN MIN. MIN MIN. CJ' 6" BEDDING .i *-" #68 STONE * STAOLE 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 INITIAL BACKFILL 4'MI UNSTABLE B" B.. a" e' $OIL\ MIN. MIN v IV 11 MIN. #68 STONE GRANULAR FILL AS _-APPROVED BY ACSA \ ST L OL CK d STABLE SOIL'lOR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING TUTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -ID•t-- �lD•t� WATER SEWER 3 A E9 a .2 c LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WI➢TH& WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM IS SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Tn-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT @ TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE a II ADJUSTABLE VALVE BOX W/ UD U z 2 N 3 I'I M.J. GATE VALVE WATER LINE 4 b f I L --I . 2500 P.S.I. CONCRETE AT d THRUST BLOCK 4 2'z 2' BEARING AREA. d d 0 a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.J.T.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 1 712' SEE PAVEMENT / AROUND CLEANOLIT COVER DOSRNG GRADE REPLACEMENT (3500 PSI) REQUIREMENTS PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NUT SCREW CAP OR --� FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406-10 AWS* • WITH SO 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45°BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE -- SANITARY LATERAL WYE -- r Y BOTTOM OF TRENCH SECTION 'A -A' SEWER A CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY FDTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CLEANOUT 1 IISj` % FRAME AND LID FRAME \ ----- - SEVIER LATERAL A A CONCRETE IS- BEND COLLAR 24" - -PLAN VIEW - - - - -------- STANDARD SANITARY CLEANOUT IN PAVED AREAS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL., TEE AND PLUGS VOL. SIZE OF (FEET) CU.YE (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" ffi 6" 45 22 1/2 2.0E 1.50 2.25 2.00 Z80 2.52 0.15 0.1 E 2.9E 225 2;50 0.15 11 1/4 / ISO 2.0E 2.50 0.10 90 3.66 3,16 3.21 0.48 W, 45 266 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 291 266 0.32 11 1/4 1.66 2.16 2.67 01.13 90 4.83 3.83 0.83 10" k 12" 45 3.J3 J.58 N' 2.95 0.43 3.83 4.0E 2.83 0.52 22 1/2 2.33 7.58 2.86 0.24 it 1/4 7.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. L. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE k SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 NO E NO SYEAT:D 1N45 DUAL SERVICE SINGLE SERVICE ND t) SAWLFS SNAIL 9E USEL W PVC flPE TD-3 P COMIRESSON . 3/0 MAZE PB£ COURU 10 OR AFMNND D EWAL FOP USE ON ATTACHED SNCLE FAMILY .0IE'0 I"oAnaH SEflNC6..RANGES Wu P61Dwn/1 RIHOA x' R U LANNR.W F . J/A- MARE PIPF CDUPLMG oN APPXOOm [wAL ffR USE M USTACNno SNGIE FAMILY RESIDENTA_ SEANCE w1EAE AN RNICAn METIER IS NOT PRONGED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-BA F Z I 12" TD-10 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN i BRANCH 2" FLEXIBLE CONNECTION J NOTE WITH STAINLESS STEEL ALL CONNECTIONS TO BAND 7 EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE aw CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-1-B TD-27 Top View 6" MINIMUM -NI NOTE: RESTRAINED JOINT FITTINGS - - - - - 42" Minimum Side View - - - - d.4- .. - I <. OerttOcatlon of 95% C compaction requnxi . A- 4.Ia d. Galvanized Steel Beam, I -_ W12 x 14 (min. size) 4 3' min. penetration into undisturbed soil , or as approved by the ACSA. 45' yRAU I I E'Eq v' TYPICAL THRUST BLOCK IN FILL AREA NITS FIG. W-38 TD-5 . NDTD MIN. GO' LRAMETER MANI-0LE Eo \ REQUIRED, ,H�.TE `s \ _ on •AAHDUs Pvn CAMF SE Am'RDVED FLEXIBLE 4061110 f. - Dow. o Y -ArKEM .DL-LInO .� r BRu,PI✓E 5TNA-1STAINLES: vTEEL- S•A" EVER- S vED EALLN L J -qD- RESTRAINEE BEND INFLlWER INF1 Off /F IFE ♦ . MAIN e.�,•e. , EENEF PIPE PLAn PROFLE �� - MP:. s' BEIIIIIIa. WITH v0.... TOTE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESSTHAN TWO fl 2 FEET 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SUED THESAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETIOINT. 3. VERTICAL DROP PIPE SHALT. BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE I AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT INVERT LINE TO SPRING UNE OF MANHOLE INVERT S. DROP CONNECTION DISCHARGE FITTING SMALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS T MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION. OR TWO BE DIAMETER DROP CONNECTIONS STANDARD INTERNAL DROP CONNECTION N.T.` FIT, TD-30 �E m It nG p EI8i VS F" 'ZV d E 6 w .w-.B 4 CL 6gqFav, f, _ aEoE:yp Q $3 E� nu�lnm30 J Jo W MM y i.. 2 6 L'i o �z 6of ^m E E E E N� � nm O I I I .7.71 E' E 4oE A 1-6 aE W O O LL TYPICAL MANHOLE FRAME, N.T.S FIG SH-D TD-31 FINISHED GRADE =1TI=fF-H�I =nr=1T1=. FF=nr=Tl=7 T= TRENCH REDUCER on r-25DO P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL �__ d $ _ _ 181 MN. PROFILE VIEW} OF TRENCH UNDISTURBED SOIL - EDGE24" MN. - .--__- REDUCER { 8" MN 250E P.S.I. CONCRETE THRUST BLOCK ' 8" MN ----------------- •"------------ d UNDISTURBED SOIL - EDGE - 24" MN OF TRENCH _- NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 N COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NITS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINET 1 ___-, __, SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 L. 250E CONCRETE BASE AND THRUST BLOCK AGAINSAND T UNDISTURBED STABLE SOIL STEEL PILE -----.DTI WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 GRADE AIR RELEASE VALVE 1, \V BRASS OR BRONZE PIPE ::::,,",k BAOVFE GATE SOLD CEMEPNTT BLOCKS �--CPER SOFT STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2 FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND. FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) - 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - NITS FIG. W-9 TD-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTAL BACKFILL" (6" UFTS) " THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL .,"CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-33 TD-34 LTH ofi SCOTT R. COLLINSZ F H Lic. No. 035791 n P L,s'IOueT, EEC', Z O J a k ZNGO O o Z J O t- u ^ Z LU K u W M 1 _ M z M `V J � M (I L N Q I N O W > W r--I JZ T-I > 0-6 -1 c W J CDQ O J �-I W^ )J Zci6 \ ) w W Y LLJ U 0 �O C/) J ZUj JLU NW OI..L O `an V O N U w t- O K w uJ = a to JOB NO. 182150 SCALE N/A SHEET NO. 14 °i 475 475 PVI STA: 51+00.42 TH 0F� PVI ELEV: 463.o6 K: 27.81 l LVC:350.00 SCOTT R. LINS � 470 HIGH PT. STA: o+6z.1z5 470 ULic. No. 035791 ,a U) XIIGH PT ELEV: 457.8z + v a + v 0 n 6/24/20 °��S 4 PVI STA: 4S+7z.34 Lj\ > m o N v > w G1�� S��NAL E� 6 4 5 PVI ELEV: 437.11 anLu \ w ¢ 465 K: 56.89 21 LVC: 415.00 w PVI STA: y1+11.z5 00 o LOW PT. STA: 45+oo.z3 cq ^ / O PVI ELEV: 448.o8 a N 't LOW PT ELEV: 440 44 0) + / w =: \ 46q K:117.zz u u 46o Lvc:15o Va m W QLn Z� Ln N Ol N M > m + w / / LL UO 'y z W + + , - \ o 45 It v1 W j 't L! W j v w \_ 455 O > m m w w Z — 3.5' MIN. PR VDOT \ o J o Q o / STD. CD-1 \ {,�w. w 2 J1 0 0 / — / !n W m z 0 4 O, a N91 V PROPOSED TYPE A 45 0 Z 0 w I 1.10°� w w O D o BLOW -OFF ASSEMBLY > 6jo n _ -- / z w PROPOSED VDOT PROPOSED FIRE HYDRANT ° r/� VI w z m / > r a STD. CD-1 / ASSEMBLY w/ 1z"x6" TEE 1.6' ° ROPOSED 1z" G.V. FUTURE ROAD GRADE N J a \ PROPOSED VDOT PROPOSED GRADE (TYP.) w Ln Q PROPOSED 1z"x8" CROSS, -445 - STD.CD z.3i w Lf)? (2)12" G.V. & (z) 8" G.v. Lu 445 Lu > REMOVE EXISTING 12" PLUG & TIE-IN TO EXISTING 1z" DI WATERLINE 1.6' PROPOSED VDOT z_ / .� 8A PROPOSED 1z" CL.5z DI WATERLINE Z w > �. ce w cc PROPOSED FIRE HYDRANT 35 MIN. V STD. CD-2 ASSEMBLY w 1z"x6" TEE / Lu 440 78A �� 40 PROPOSED 12" 22.5° BENDS LL ^°0 1.6' / 31 Z w o PROPOSED 12" CL. 52 DI WATERLINE w 435 76A �.4 a LU 0 435 W O O w PROPOSED 12" 6.V. PROPOSED 12" G.V. w Z_ ca TIE-IN TO EXISTING GRADE w \ PROPOSED FIRE HYDRANT 79 4 ASE SEMBLY w/ 12"x6"TE j PROPOSED FIRE HYDRANT -ASSEMBLY w/1z"x6"TEE w 43o 430 x V �� PROPOSED 1z"x1z" TEE a & (3) 8" G.V. z L9 rn 425 W 4�5 T_ z w FILL (TYP.) Z m y `14 J 420 NXN\\ 420 NT 0- N 415 XISTING GRADE (TYP.) 415 � a7 N O N W > 410 410 L j J �--I zJ O > C6 w w 40 405 LLJ 5'x5' BOX CULVERT PROPOSED 0 O O 7 L WITH BLOCKS 9, 1o, & i1 VSMP PLAN J • . ` J � Q 4001 400 Z ONLu � M O W O1 O N %D 3 ~ 1 N ° W tO W m ° 00 °i N ri 'i m ri ^ 'i O ri ~ J Ol O t0 ^ N °� !Y1 N %D m vt w �O `� rv1 M 1 L'1 m o M Ql r+1 `� OJ N W M M ~ a o ri -t tp ri i° M v1 O Lll N Vl °i N Vl OD ri U7 O U> 1p J O v I� M m 00 N N N H rl 'i O U> O ° ri ri ri ° N O ~ M N N m M S U7 lfl °p `i lD ^ ° n �D ri M !� rvl n rl n ^ ^ l0 r1 �Y n ri ^ f+'1 U7 `J \�( f � d W ��`J V :J(,i/ 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+So 44+00 44+SO 45+00 45+50 46+oo 46+5o 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 O Q ul ARCHER AVENUE PROFILE CO 0 (DESIGN SPEED=3o MPH) Z U01J t--� cl) NOTE: ALL ROADWAY EMBANKMENT MATERIAL LLI SHALL CONSIST OF SOIL AND BE PLACED IN O SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 ¢ O INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VERTICAL GRAPHIC SCALE VDOT Z007 ROAD AND BRIDGE SPECIFICATION 303.04 0 O MN� 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 21B, FLOWABLE FILL, OR CRUSHED GLASS F 1 inch = tt. CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER u F RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND w BRIDGE SPECIFICATIONS, SECTION 302.03G. 0 _ HORIZONTAL GRAPHIC SCALE JOB NO. 50 0 25 50 100 200 NOTES: 182150 1. ALL FI LL TO B E P LAC ED AT 95% CO M PACTIO N. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. SCALE ( IN FEET ) 3. MINIMUM OF i. OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 1 = 50 I inch = 50 fL. SANITARY SEWER MUST BE PROVIDED. SHEET NO. 15 485 485 \ XISTING GRADE (TYP.) PVI STA: 3.+46.go PVI ELEV: 457.i6 480 K: 2.80 480 _LOWPT. STA: ii +46.30 \ LOW PT ELEV: 457.21 n �' i PVI STA:1z+80150 \ +Dj PVI ELEV: 455 68 475 o. ii_ i_. d-tii- K: 12.00 � 475 o H+ ��ii j vi F ,m �jwj LVG 50.00 Ln ¢ Uri v It w 470 c PVI STA:1o+75.00 � PVI ELEV:458.zg w o a v r `w� PVI STA:13+80 0o PVI ST :16+07.50 470 Z + IZ:8i.5i -¢ - - >-PV1_ELEV__-449 55 :-L�43- Q+ x o M LVC 35.00 ^ . m w K:26.13 w LVC:135.00 K LV 27.17 :uo.00 p LL Q\ F I°n w In O 0 In \ ^ O 1' O N + It LL O In + ° LL� n 10 N n a In o a PVI STA: 17+09.40 465 n ° w. ° Iii- W �> �u oa N \ + �� O w PVI E EV: 439.i8 6 4 5 �o �> :z.5o w= > m > "' m v \ v ,>,� > m w L C:1o.o0 In O m w = z \ w w LOW PT. STA:17+o9.40 H x w Lu ¢ H+ LOW P ELEV:439.23 460 Ca z a J 00 H \ °� 460 z.oao /o m F PVI �A: 14+87.50 _ 1. o �� LL In PVI ELEV, + + � ++ N w -z.00 Z F_ K:14.86 , o LVC:75.00� Q > jA y > w PROPOSEDVDOT m w 455 STD. CD-2 PROPOSED GRADE (TYP.) u u g� o H 4! o 455 1 5 o _� N -� w00 a + w Q % + It LL H+ Ili HH+ di o J + H+ a PVI STA:19+3100 17 °L v > v > PVI ELEV: 435 S9 17 > C° > w JO w K: i5.56 450 m w LL G a In LVC:1o°.00 450 1z"x8" CROSS, ---- ---- -1, % 0 1- Z \ + H -m- o In o ,� o m - 11rOSED (2) 12" G.V. & (z) 8" G.V. 1. 5 g o O F PROPOSED 6" CL 52 DI WATERLINE PROPOSED w ¢ \ LL 0 w 00 w v v 445 8"x6" REDUCER 32A 605� 1.5 3.5' MIN. w 0 LU O _Z 0 w m m > w w 445 -PROPOSED 6" 11.2S° BEND - w ¢ In Ln w In Hw K � 440 34A - - - 440 PROPOSED 8"x4"TEE, z (z) 8" G.V. & (1) 4" G.V. \ 1.4 PROPOSED VDOT .Op% PROPOSED FIRE HYDRANT STD. CD-2 435 ASSEMBLY w/ 8"x6" TEE 64A 1 3 435 PROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8" SANITARY \ PVI STA: 22+6o.o0 SEWER CROSSING 62A PVI E 07.86 � 26.4S 430 L : i .00 :17°.°° 430 °o PROPOSED 8"x4" TEE, PROPOSED 12"x8" CROSS, 1.7 rN ROPOSED GRADE (TYP.) °o o (z) 8" G.V. & (1) 4" G.V. (2)1a" G.V. & (z) 8" G.V. ; + I� a In 5 + PROPOSED FIRE HYDRANT 51A N N Li 425 ASSEMBLYw/8"x6"TEE � m 425 8 � J420 k�'$ ISTING GRADE (TYP.) PROPOSED 8" CL. 52 DI WATERLINEJ PROPOSED 8"x6" REDUCER n 420 in 1.7' 3.5� MIN. ¢ \ 1 4 5 1 4 5 48A Q v z PROPOSED 6" CL. 52 DI WATERLINE 410 m \ 4 10 1.3' z.� 405 405 46A PROPOSED 6" go* BEND TO 1.3 TYP E A BLOW -OFF ASSEMBLY PROPOSED 6" ROOF LPROPOSED FARE HYDRANT 400 DRAIN CROSSING ASSEMBLY w/ 6"x6" TEE 400 �t 0) V1 1� °1 N n O Lf) Ol M 01 N of O N Cn DO N I� If1 't n LI1 W oD M I� VI Co i� ei N Vl 0) e+ w 01 I� O O M I� M I� ri Q1 N H N N H+ OO N of lD O OD H+ �t W V1 �t M O M H VI M O LIry F HI �t M w O OO w O 00 N 0) W W F „ 1� ^ t� Vl ^ 1� Ip ^ w IO ^ �i' � N Ol. w 1� OO `jj S I� ,� Hi �t y� W N '. l0 O 't N 't Ol O OD H+ O l0 OO M l�1 t!1 M 0l N N M l!1 W N to N 1� r+ H N M 1� H H of M H Ol 1�Lh ° .t ° It I. It It .t Vl It .t �. d Vl �t �n d 't In 't 't Vl �} S �t d' ` 1 1 It It d' 't d 't It M M �} S M d .t M 't 't M M 't d M .t M d It 3. N N N �} .t �} d O d 1 O d 3 O It 't O '�t 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 5 VERTICAL GRAPHIC SCALE 2.5 ( IN FEET ) I inch - 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch - 50 ft. 14+50 15+00 15+So 16+oo 16+So 17+00 17+50 18+00 FLORA LANE PROFILE 20 (DESIGN SPEED=25 mph) 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+S° 24+00 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 23-4 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.S' 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. V) Z O Lu Ce SCOTT/R. Ct?LLINS'Z Lic. No. 035791 � Z a u u In In Z 0 Ln w w 0 L7 z w w z l7 z w ul z J J 0 u 6/24/20 N N 0 0 N N .-+ N ' Y %D I N O O N N Ld J J_ > I- 0 Q elf z ^Q Q Q O N 0 ON U) U 0 W J H� 2 O 0/ 0L m W LL O 11 LLJ J W >Q 03 Q Qi w u ~ 0 w c x a1 v) JOB NO. 182150 SCALE III = 50' SHEET NO. i6 PVI STA- LE+15.00 470 490 490 TH ��D 470 PVI ELEV: 2.88 f 1 K: 2.50 LVC:1o.00i� LOW PT. STA: io+i5.o / LOW PT ELEV: 442 93' 465 000 O 00 ( SCOTT R. LINS�Z 0 o m EXISTING GRADE (TYP. ~ 4 5 O� Lic. No. 035791.11 ° 6/24/20`� °ui .°+ui PVISTA:ii+95.00 ��"t�'S G1 z vi U U PVI ELEV:449-52 w SrONAL E� w jm �w K:13.26 O ^ 46o m W LVC:50.00 Q ILI 460 z Ix °o 0 0 0 0 N +O / LD n c6 °It + 6 ILLIL la- z ~ Pvl A: 11+14.50 H u N w Z w o ,PVI LEV:444.87 Oi j vi U O a ° 455 / K: z8.go > m > w v 455 LVC:10g:o° m W W a Z y Of p w `° OO °� O O Hw U a O M m oo Z U O ni 450 LL °a~i L > Vki Lu Z.Qo% 45o ~O z o N Ln O J > m O Z 0° w PROPOSED 8"x4" TEE, rA a v J PROPOSED GRADE (TYP. (z) 8" G.V. & (1) 4" G.V. w a Z w � O y w o_ 5-77°� O o U 445 445 a 3 - 3.5' MIN. 3.3 4.3' H > z w m PROPOSED VDOT PROPOSED H -2.00 STD. CD-2 4" 45° BEND 33 96 ` Lu o 440 440 W Ln PROPOSED 4�� 45° BEND PROPOSED 8" SANITARY FNDTOASSEMBLY > SEWER CROSSING ROPOSED 4" CL. 53 DI WATERLINE a 435 PROPOSED 4" 450 BEND 435 ° 66A D ROPOSED 4" 22.50 BEND PROPOSED 8"Y4" TEE, 4 '0 (a) 8" G.V. & (1) 4" G.V. 430 0 0 N N U O N a n c 0 y N ° U pp 0N0 n �1 Vl ko O Ol . S O U M Val M L^!t t0 w O 'o �} � �} � d •t 3 � 1 � 3 d ;) t 0 C 10+00 10+50 11+00 11+50 12+00 12+50 13+00 FLORA COURT PROFILE 0 �' U (DESIGN SPEED=25 mph) z � 06 Q N N ° PVI STA:13+40.00 J o PVI ELEV:441-97 ® cc 3 K: ig.8o N LVG i75.00 9+5o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 O Q KOCH COURT PROFILE W N O Ln (DESIGN SPEED=25 MPH) N p� Q 3 W % 1 W Lu J o J In LL in U) IZ \ c W o NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN L9 � O z AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL e J SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS Q \ CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER z _ W RUN AGGREGATE SIZE 25 AND 26 PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. U Q a GRADE NOTES: ( 5x VERTICAL GRAPHIC SCALE 1. ALL FILL TO BE PLACED AT 9S% COMPACTION. W U 0?S ° PROPOSED 1a' a. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. O o & ( a zs t o zo 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM E SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & U J Q SANITARY SEWER MUST BE PROVIDED. O ° ( IN FEET ) z I inch = ft. NOTE: ALL ROADWAY EMBANKMENT MATERIAL W J SHALL CONSIST OF SOIL AND BE PLACED IN J w HORIZONTAL GRAPHIC SCALE SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 1--1 INCHES IN THICKNESS BEFORE COMPACTION OVER L z 50 p 25 SQ 10t3 2Q0. r O THE ENTIRE ROADBED AREA IN ACCORDANCE WITH F_ 0 VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 W ° IN FEET ) 0 I inch = 50 ft. Q O ° a U LL O O 0 N U W ° J N H U m w E W O _ °0 2 (n a JOB NO. 182150 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SCALE ° EUSTIS AVENUE PROFILE 1„=50' (DESIGN SPEED=30 mph) SHEET NO. o �7N t F WATERLINE 485 485 EXISTING GRADE (TYP.) PVI STA:13+3o a5 \ PVI ELEV: 459� 9 48O K: 57.50 480 LVC:115.00 VI ELEV: 457.i � N LOW PT. STA: 13 3o.z5 K: z6.z5 ^ � L W PT ELEV: 4 g.88 ro^ LVC:5z.5o N a �+� a \ � di � ui 475 V1 �� N to o� O >m � >w � 475 a .°. U U m m w W PROPOSED GRADE (TYP. '~..^ v~i 470 Q 470 °V ap c1i+75.0 � Q + VI ELEV: [t61.1 ° K: zo.00 O " � / LVC:1oo.0o Y w � Z 465 � o N HIGH PT. STA: 1z+o5.o0 °o �o Z w w 465 �n m I PT ELEV: 460.7� n d p Z m Vl � �} W v W J Q N � .�I W � j m U j w vi � � m W � 460 � � /- z ar 1.00 [F60 PROPOSED VDOT m o% PROPOSED 4° 45° STD. CD-1 PROPOSED VDOT� ROPOSED 6"x4" REDUCER TYPE ABLOW-OF STD. CD-2 a ° 455 � z.4' 1.7 455 _ FILL (fYP.) 26A PROPOSED 4�� 45° BEN \ 19 PROPOSED 21 ROPOSED 4" CL. 53 DI o "x1z"TEE �, N HIGH PT. STA:12+gz.o7 °, o, a ri o HIGH PT ELEV: 440.61 N m Q N d l0 � � H ri W N W W U m Q ; W Z � PVI STA: it+5o.0o m `�, ^ � w 0 > °i PVI ELEV: 438.17 m + Z 450 � � K:41.z6 ". � 0 4So °~i 1- 5-00 � � U LOW PT. S A: 11+50.03 ,�,i w °, � °, � � w � �� Z � m LOW PT E EV: 438.gg rNn m Z � Z Z Z + � + d w J � 445 ° a � � �; � � Q Q � 0' W 445 w m W � Z w � 00 PROPOSED GRADE (TYPJ w w o21 � > in Z °� PROPOSED VDOT � 440 -�.°°% STD. CD-z w 440 \ PROPOSED VDOT \ \ STD. CD-1 \ TIE EXISTING -INTO 435 1.5' �8�0 � o 435 3.4� 3) 8" G.V. ]i FILL (TYP.) r,\\\x 55 59 4 a \ 430 430 PROPOSED 1z" CL. 5z DI WATERLINE PROPOSED 1z"x8" CROSS, \ (z)1z" G.V. & (z) 8" G.V. PROPOSED 8" SANITARY 407 SEWER CROSSING 425 PROPOSED 1z" G.V. FUTURE ROAD GRADE 4�5 PROP SED TYPE A \ BLOW -OFF ASSEMBLY 4zo - XISTING GRADE (TYP.) \ 420 415 415 �o m o � �o ,°n � m F � �o O a � m O � N � Ol � f � N � N O M O. M � M ^ � 2 490 485 \ 485 48o EXISTING GRADE (TYP.) 48o 475 475 470 _ _ _ 470 O O O i 0 O O H H 000 v� ~ CO 00 o'-r� rlco�' SONS 6 465 M° 0' tF �o 'F +wZZ 45 "°�zZO bozo ''Qt_o Z_z = �va~aZZZ =�_>> �vv, \ 2 2tnEi 0 460 °° 60 4 + v 7 0 =a�> 4551F 455 PROPOSED GRADE (TYP. 450 450 445 249.8o 8" DIP LF t?a 0.50% 445 8" DIP 8" DIP 8z LF t7a o.54°A 79'-7— 93�7z LF t✓al 0.50% -7 440 440 OD OD OD -t't �o I o� 't't �o �d �0 �� LA In 't 'tIn 0+00 o+So 1+00 1+so 2+00 2+50 3+00 3+50 4+00 4+50 MH-17 - MH-13 PROFILE 470 470 465 465 EXISTING GRADE (TYP.)—\ / / 460 / T 46o / 0 / 00 455 m °° / _ j F 455 O] _ 20 N T 2 O �� PROPOSED 00 C O = > 2 2 0 00 m GRADE (TYP.) 2 Ln E I-- O n m � R D a 450 O 0 ^ n lN'�l m m� lop ' ' 0� Z o 450 + 't 't 00 00 — —O =�gzz 2L,R_— _ � 2 In � Z Z Z 22 PROPOSED 4" — — — WATERLINE 445 CROSSING 445 3 4' 66C SOR 26Pky °h 440 440 bPOSED 8" NATERLINE 2.2 CROSSING r F' 435 II 1 //" 1 1 1 435 8" SDR-26 PVC 63.54 LF @a 5.71% 430 430 O v1 Ol ^ N Ol D N ul �} 00 w n 00 tD 6 0+00 0+50 1+00 1+50 2+00 2+50 MH-813 - MH-8 PROFILE 445 20 0 445 t ziry 0mo D = 2 O O 00 .t M p, "t H O O + m � c W Z O °o _��>> �, a ? ? 440 � 440 O O 't .t w'tZo pL f =�:�» zz 435 435 EXISTING GRADE (TYP. PROPOSED 8" ROOF DRAIN CROSSING 430 430 Pz•37% 8" SOR z6 C PROPOSED GRADE (TYP.) 60.02 425 = 425 20 °O O � 0 420 N O ° 'tO M + N 0 420 - V = > > F_ Z 0 m = PROPOSED 8" ROOF 4�5 M ri i 0 ,� DRAIN CROSSING 4�5 00 0 ° m 0 0 m O rm t- M °p \ ° rn N U. N SZ N N OMl m ti.. nnry�eti �. InZ of N Z M 0 Z Q ��Oc� % 2 410 In Ei?? ti� 410 PROPOSED 8" ROOF/YARD 405 / DRAIN CROSSING 405 PROPOSED 8" ROOF/YARD DRAIN CROSSING 400 PROPOSED6"ROOFSSING 4 00 DRAIN Cl y6QJC a SV i4 / 12j'9lk 395 395 0 390 n = w sDIP 390 0 'n 2 0 55-57 LF @o.8S% 0 m� M ~OM O mZ O � o O b O h 385 W wo M ° 385 MZ 0 Ln / 380 38o \ / � 375 375 3To PROPOSED 6o" DIA. INTERNAL 8" DIP 119.47 LF Cal 0.54% DROP MANHOLE REQUIRED 370 370 365 365 M 01 N O 1'l n ° Ol cn ul V1 �IXI`! '� W O m 'i N l0 .t S O 1 WN W O ri 00 O Co %D e1 N m N 00 ^ Q1 O H O1 °° m tI., dO m M M S S S It S 'tM ry 0+00 0+50 1+00 ACSA GENERAL WATER & SEWER CONDITIONS 1+So 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 MH-6 - EX-MH PROFILE 1. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-5S2-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. 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). VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 f L. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) I inch = 50 ft. zoo 6+oo 6+5o 7+00 7+50 8+00 8+5o 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 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. 2S OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 2S AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. SCOTT/R. Ct?LLINS'Z Lic. No. 035791 .11 6/24/20�� z 0 co Z w M 00< Z —� > Z w `J I W w 0 z W z L7 z w ul z Cn ti ch Cn N N O N N w J J U) F--' O elf U Lu U) H Lu elf U) F_ elf Lu 0 0 N ON U O m J 2 O O�// LL m w —J LL W w Q z U) w u ~ Lu w Of a � JOB NO. 182150 SCALE III = 50' SHEET NO. 18 TH 0�D 490 490 0 SCOTT R. LINS�Z C-) Lic. No. 035791 � ° 6/24/20`� �o��SsrONAL E�Ol w w z CD z w z 0 U 0 U) c Z rn w o U C O a z � N O J > m da Z Z Ln w CO o o Z J w o u y /^ —Lr) 2 3 ^V/ > Z w o w m c u d J s Q O 00 It N w / d o W Ln w co o FP `o a m c 0 0 0 N N U O N Q ^ N 0 y N c 0 U 000 a w 0 3 L9(� i U z z Q Cf7 ' N J ® 3 co 0 a a 0! N O o W Cn O N Wa Lu Lu s J LL > 06 o 0 wa H O I L U L9O o It It '� W ° s 0+00 o+so 1+00 i+so 2+00 2+50 3+00 3+So 4+00 4+50 5+00 5+50 6+oo 6+So 7+00 7+50 8+00 8+5o 9+00 9+so 10+00 MH-1 - MH-6 PROFILE W 4 " `n 0 W cn � Y Q� Lu U o O u) J Q F-00 z Lu VERTICAL GRAPHIC SCALE z � J CD z NOTES: 5 0 2.5 5 10 20 ^ N i. ALLFILLTO BE PLACED AT 95% COMPACTION. U) z z. MINIMUM 3.s' OF COVER MUST BE MAINTAINED OVER W/L. o 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM ( IN FEET ) SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &=mj uJ O `0 1 inch = 5 ft. SANITARY SEWER MUST BE PROVIDED. 0 HORIZONTAL GRAPHIC SCALE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE O SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR ziB, FLOWABLE LL 50 0 25 50 100 200 O FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR O x CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE 0 N SPECIFICATIONS, SECTION 302.03G. ( IN FEET ) w o 1 inch = 50 ft. J V ~ wtu- O w 0 Of V) a JOB NO. 182150 o SCALE o a 1" = 50' C 0 0 SHEET NO. o- 19 N t F � 485 485 480 � 480 y/ F \ 475 475 j ` M 470 470 � O °o ry O o �� O F o o M M d 465 = � � ° `° � � 465 O r~+1 O10 O .t �d � n x��> � EXISTING GRADE (TYP.)� � � n1 ^' L!1 M � � � � � o M � � � �^ � °D ry + Ln � Z Z 4(p � � 0 N � � Z p ROPOSED GRADE (TYP.) � �^ � Z � — — — 460 ~ � > > � � � 0 � � � � Z Z PROPOSED 4" / o N N ,� °� � WATERLINE � N, CROSSING / o � 455 O PROPOSED 4" 455 � � � � g � � Z Z PROPOSED sz" WATERLINE WATERLINE CROSSING O1 °p `^ � � � CROSSING + a PROPOSED 6" ROOF i9 / o o "•' Q = M � > � DRAIN CROSSING 1] o ��m ��azz 450 45p _� � n � a0 �ZZ� =g O� � iv~iazzz Q�Q 6yb°I0 � � � ry o N' I��PROPOSED 6" ROOF 445 � o °o, °+ � DRAIN CROSSING 445 ion s � yky5t` o ON, N � o + 7 O ry O O °° .t p O N /� f I� ��t Z O Q 2 � > > ° r; � � O SZ � O g � � z z 8' DIP , 8' DIP 64.86 LF Qa o.59 x � � > > 8" DIP i84.7o LF t✓al o.5i°la 440 � `n � � � 8" SDR-z6 i3o.63 LF t"al PVC 0.5 9g.o7 LF dal o.54°rb 440 i.z' PROPOSED 6" ROOF DRAIN CROSSING Ry6Q.131� Sp�F 435 PROPOSED "ROOF $ 435 DRAIN CROSSING y�?9 PROPOSED WATERLINE iz" C CROSSING BSpR-z6PV o i�3 �7 CF 3�9' 430 430 8"SDR-z6 PVC 8i.oz LF Qa i.gz% 425 425 'i � Ol O° � N N � O I� � .t W ^ N W � I� I� � N '1 � °° l0 � tll l0 � CO n � tll M .i d N O � Ol l0 M N Ol M �-1 Ql M N � � M d � Vl S � °° d v1 d n � � � O l0 � N l0 O Ln 10 ry S 1D � M t0 .t 10 ^ Ol 10 Ll1 � ^ N W � �O N � l0'i a0 � N Y1 � N M M � � � � � � � y1 y1 � � V1 �p � � 475 475 48O -EXISTING GRADE (TYP.) � 7 STR:3.6 VDOT STD. DI-3B (L=8') TP=459-33 INV IN: 452.83 TO 22 475 INV IN: 452.So TO 18 INV IN: 446-43 TO 16B -\ - INV OUT: 446-33 TO 14 i0 u \ 470 = m m 0° " m u- Q � No o �� ppm N 0 Ln F- 00 m ^ \: OO 0v a 4 5 0~ 6 Coo 00 �o o moo»> - `N ZZp 1nF-zzz Z Z Z 46o 455 E (TYP STR:28 VDOT STD. DI-31B (L=8') TP=457-17 INV IN: 4S2.17TO ROOF6 INV IN: 448.io TO 28B INV OUT: 448.00 TO 26 mm L p O °No mwo In O O N 0 . . It > n 00 N It "'t� .. 'm ^ a'tl-� NZz0 La»> LnF-ZZZ� 475 470 " 465 LCO oo° O0n tj 0 F O00 O o m m '' 46o O ao 00 >O It m a Z Z O 'a' > > > Ln F-ZZZ PROPOSEE WATERLINECROSSINGJ 3s 450 1.1' 15" RCP \ .79 LF 0.55°/0 5R7RCP 445 15" RCP 1o5.98 LF @o.54A \ 128.35 LF Cal o.510 18" RCP 27.69 LF Qa 0.54% 29.32 LF Qa o.5o% 440 m m m �0 m oo ,�o m m �o co r\ ID 00 't 00 0 0 OD 6 m rl 6 0� d m. f d �, S m d u, �'+ .tLn STR:6 INV II INV INV II INV OI 0+00 0+50 1+00 1+50 2+00 2+So 3+00 STR-30 - STR-16 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 455 DSED WATER CE CROSSINGS 450 3+50 4+00 4+SO 445 440 PROPO`. WIl IN 470 EXISTING GRADE (TYP. 470 / f 465 / � 465 / Moo 0 p 000^ I.-0 \ 'n 0o v 00 v M F o o r " �� m n l0 �O 0 io v, a M S.t .t? m 46o `P a? ? ? O ROPOSED N GRADE (TYP.) " p ID 460 N o `^om Fa»» v,HZZZZ m 0 00 °Yp Ci 000� 50 p N m 0 i/ o 0 N 3 �t �- -- H H H H ^ 11 �a>>> 0 " aaaH mlp > o� od°° - 455 Ln zzz - �......� ao c �zzz0 d "}0 J 455 = a»» OOm to -_Zzzz `^ m m CI O O / ° 006 N Ln n t 0 O \ OLn °m 450 O o oa PROPOSED 6" WATERLINE CROSSIN a > > > H 45 p o°� / L„zzz o m It n a Z O ROPOSED 6" WATERLINE CROSSING > m tl n -0 o m� a0 v~iHZZ -- ° > LnH Z 445 445 ED VDOT STD. ES-1 PROPOSED 8" SANITARY H RIPRAP OUTFALL SEWER CROSSING 440 1.2' 440 /. OUT=434.00 18" 3. tl; 15 RCP 1i7 74 LF (7a 0.76% RCP 98.32 LF 0.83% 435 JPROPOSED - --- 30" RCP 24" RCP 24" RCP 175.67 LF (al 0.70°/0 172.79 LF @ 0.52% 435 62.87 LF t?a 1.ig% 114.67 LF (7a o.5o% VDOT STD. CLASS Al RIPRAP OUTFALL GEOTEXTILE FILTER FABRIC UNDERLAYMENT 43016', W1=7.5', W2=i8.5', D=i.5' MIN) 430 O W O 00 O •i N O m Ol n N � f\ m O m m 01 M 0, O " I� n vl " n o, W %D O S '+ N ei m W 00 00 '0 Ln m I� O CO O .-i d 1 L!, ''a V1 Ol d V1 M O l0 LA w l0 k6 ei I� �n n ^ n 6 " l0 M " 1p 6 tI, ^ n .t V, `'� 't rh �- "t It .t m 't In 1 v, Ln d N Ln �, v, �. f S 0+00 0+50 1+00 VERTICAL GRAPHIC SCALE 0 2.5 5 1 D 20 ( IN FEET ) 1 inch = 5 1t_ HORIZONTAL GRAPHIC SCALE 0 25 50 100 200 IN FEET I inch = 50 St. 470 47 465 465 LX(STING GRADE (TYP.) STR:32 VDOT STD. DI-3B (L=8') TP=453-17 46o TOSSING INV IN: 445 75 TO 3z6 STR:32B VDOT STD. 6I-313 (L=8') INV IN: 441.1oTO34 TP=45317 INV OUT: 441.00 TO 6 INV IN: 450.00 TO ROOFS INV OUT: 446.17 TO 32 455 455 9 Z01901-1:100 p RADE(TYP 445 440 450 PROPOSED 6" WATERLINE CROSSING 445 1S" RCP 27.73 LF @ i.5i% 440 6 �00 0+00 O+So STR-32B - STR-32 PROFILE 12"\ 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-ZoB - SWM PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. THE 2oo8 ROAD AND BRIDGE STANDARDS. 'o 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. 470 470 -EXISTING GRADE (TYP.) 465 465 6. o 11 d u m d "' m 46o '" N 0 °o 0 m d 00 ,. O 0 -� 0 .°i N m0 O O o ^ O In '0 do o m 0 a 00 a O ,aP�.Lo't > NF > N 455 ao ...... � WZZZO 11 a> a >> >> -1n H ? 0, 1-zzzz - 450 'ROPOSED ✓ATERLINE CROSSING 445 440 435 1.4' 46o 455 450 G RADE (TYP.) 445 15" RCP 63.39 LF t?a o.9i% m 00 00 N N It n w 0+00 0+50 1+00 440 435 STR-86 - STR-8 PROFILE S+So 6+oo 6+5o 7+00 NOTES: 1. ALL FILLTO 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. SCOTT/R. Ct?LLINS'Z Lic. No. 035791 6/24/20�� ZLn z p � 0 Z E J � c co _i Lr) ` O H O u') ti s z r A w � `H �W/ li N N O N i v v %D 0 r 7+50 8+oo Z 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. 470 \ moo N O EXISTING GRADE (TYP.) \ 465 0 000^ 60 46 5 F o ° 6 STR:34 VDOT STD. DI-3B (L=4') O ,, o W v a a't a� m TP=449.o8 o ^ o m INVIN:441.77TO34B kp ItZ Z Zp m m0 INV OUT: 441.67 TO 32 46 o Ln� >z- >z- >z- >z- Ln0 0 0 46o - o ^�o n m a w m ,t--0 H LL 0 m zzz o 455 - 1455 L 0o p O N a 0 CO �a KROPOSED m ° aH 0, m Z 0 PROPOSED 6" WATERLINE CROSSIN Z z 450 H 450 12" WATERLINE CROSSING PROPOSED 4" WATERLINE CROSSING ROPOSED 8" WATERL 445 3-5' 2.9 445 1.3' 440 15 RCP 114.58 15" RCP LF @a 0.50% 440 RCP 167.50 LF @0.55% 27- 7.76 LF Qa o.83°rb 435 435 " m " . n 00 '3 w It SIt 0+00 0+50 1+00 1+50 2+00 2+50 TR-34B - STR-6 PROFIL 3+00 3+SO zco m Q N J ® c Q N O W 0') N o N W i 1 w U) 1� LJJ -j cj J Lt_ _ w O O U J T� >w U ui Ln WY LU U o O ulu) J zLU w J (j 1--1 NE CROSSING J ~ w O J0� Q O 0CDm N U w u 0 ~ Lu O a 1n JOB NO. 182150 SCALE 11' = 50' SHEET NO. 20 1 PRO W I 490 490 485 485 48o 480 STR:16 VDOT STD. DI-313 (L=8') TP=459.33 INV IN: 452.83 TO zz INV IN: 452.5o TO 18 475 INVIN:4y6.43TO16B INV OUT: 446.33 TO 14 475 W J 470 0 470 �LD Ci NO Ln o-- Ln n Ln 465 p N M 't > o) aH 'tzo 465 H Z Z STR:24 VDOT STD. DI-3B (1 TP=46o.00 INV IN: 456.o8 TO ROOFS INV OUT: 453.7S TO 22 46o 460 POSED 6" PROPOSED WATER ATERLINE SERVICE CROSSING :ROSSING 455 2.° 455 1.4' 15" RCP 450 33.45 LF 1.44% 450 15" RCP 30.39 LF Qa 1.12% 445 445 mN d 00 °d M 00 0+00 0+50 1+00 STR-24 - STR-16 PROFILE STR:14 VDOT 5 INV INV INV O MOO EXISTING GRADE (TYP.; 475 475 \ 470 ko 470 m o� O 465 v) 0 465 in TD. DI-3B (L=6') > » F rZ TP=457.83 N a O N: 450.33 TO 12 II > N: 445.77 TO 16 Ln z 460 3T: 445.67 TO 6 ROPOSED GRADE (TYP 455 455 PROPOSED 6" WATERLINE CROSSING 450 450 15" RCP 27.91 LF @a i.51% 445 445 S � 0+00 0+50 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 i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.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 216, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3G. 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. 46o EXISTING GRADE STR:56 VDOT STD. MH 455 TP=439.58 INV IN: 430.68 TO 58 INV IN: 432.00 TO 62 INV OUT: 430-58 TO 54 11 450 J u rn m LP �n p N 0�0000 Ln Ln 445 f 0 Lo � � m 6') 0 Ln N m Ln 't n mmm 0)d It tH o T Z Z Z p 1 >>>> CL n H Z Z Z Z STR-12 - STR-14 PROFILE 405 40- 39 39 375 1 '470 INV. OUT=168.i 440 435 /2 N 2m kD WW- Lri 't 0 0 N 0 N N O Ln Ln 't p O Ln t! 't N 1 It P szz0 H all- >>> n H Z Z Z PROPOS 4" WATERLI CROSS( ED GRADE (TYP.) 460 STR:66 VDOT STD. DI-3B (L=1o') TP=443.75 INV IN: 436.77TO 66B INV IN: 437.75 TO ROOF13 INV OUT: 436.67TO 64 455 / STR:66B VDOT STD. DI-3C (L=8') TP=444.00 INV IN: 439.00 TO 66D INV OUT: 437.00 TO 66 450 STR:66D VDOT STD. DI-36 (L=6') TP=446.75 INV OUT: 442.00 TO 66B 445 =�AMG 15" RCP 37.99 LF Qa 7.90% 435 L15" RCP 15" RCP 71� 40.65 LF o.57°A 97.74LF 15" RCP 15" RCP 43.95 LF �a 2.62% 430 25.03 LF @a 2.00% �t O c LD m N 'i 00 S N i .t 0) O It It rl .1- It -t N � 't M 0+00 o+5o 1+00 1+50 2+00 2+50 STR-66D - STR-56 PROFILE STR:38 VDOT STD. MH TP=389.67 INV IN: 384-So TO 40 INV OUT: 380.00 TO 36 I / m0 Ln � � o ,,) 0 . M p o mm > o mH dLT / f" 70 H a Ln H ? z ? / i � RCP 53°h 'ROPOSED VDOT STS-1 VITH RIPRAP QUTFALL 130� 430 STR:40 VDOT STD. MH TP=4o1.83 INV IN: 395.00 TO 42 INV OUT: 385.92 TO 38 i 7.4 118.E LF 1.9°% / z4" RCP 29.18 LF Qa 4.87% 0 u 445 m 0 Ln o 445 N EXISTING GRADE (TYP. p 1-- �O O -- H �Lb O Lo N STR:Sz VDOT STD. MH > m D n It aH O TP=434-7S - n � z p INV IN: 427.5o TO 54 II > > INV IN: 427.00 TO 52B to H z_ z_ INV OUT: 421.67TO 5o 435 435 PROPOSED 8" WATERLINE PROPOSED GRADE (TYP.) CROSSING 430 430 425 420 o+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 fL. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 fL. 200 SCOTT/R. (7?LLINS'Z Lic. No. 035791 � 6/24/20�� 450 z 0 E J 15" RCP ° L00ii io O ce f 36.o6 LF @a 2.3o% 425 O O u m ' o~o m .a Ln H H 0 Z w c m w N g o 445 p Ln ` L p 0 Ln -, 00 O N .t STR:52 VDOT STD. MH 0 O O / a It O Z . J ; TP=434-7S M 't- O> H z INV IN: 427.5o TO 54 H n 006 > > w L 420 INV IN: 427.00 TO 5zB 00 n LiCO a L~il F Z Z Z INV OUT: 421.67 TO 5o 't °'r a a� / 440 > i .. I i� z Z 0 � 0 tY >> > 0 a Lu i - in 1-zzz m o / L p It o+5o 0 0 °° / 435 . 1-- Ln 1-- STR-52B - STR-52 PROFILE EXISTING GRADE (TYP.) m J m m O m ot ina 'tO� O o H N ON M 00)) p n6 �m N o amp LY Iz ZO F a>>> in 1- z Z z / PROPOSED 6" WATERLINE CROSSING „ RCP 24 12$ o2 LF C 2 °7°h H Ln o z' PROPOSED o N/ 3 z" WATERLINE > ^ �� CROSSING STR:48 VDOT STD. MH o L TP=423.33 a z z 0 INV IN: 416.25 TO 5o Z z z 430 Ln INV IN: 415.75TO48B --- INV OUT: 410.0o TO 46 RCP iBLF PROPOSED GRADE (TYP. 1.249/' zoo.15 J0 / 18" RCP 00 29.72 LF Lal 1.68% m M O 't o �owtoi o Opp 1- D Ln -d O 1--1�00 �N 0 n�O •t n LD 't - - CP N m wo 0 M aa� 1Qi' Qj% N 1 12.39LFC�z.3 o °� aozzz0 0 d»» ooH / ~LnHZzzZ_ a L 0 0 d p00 a -� .. - 18" RCP N N > qIt aH 30.94 LF @2.42% 'tzzo � 1>>> /Ln H z z z 2411 RCP 63.89 LF @'-.5 7°70 . BL, RCP 141.77 LF @ 2.29 STR-56 ! OUT PROFILE @ 163'39 PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT (L=24', W1=6', W2=12', D=2.5' MIN.) ('9 00 H 0) N d N N co � Vl 0) m N N m V) f n Ln 0) N 00 L-1 rl ti M Ln w m 01 t\ Ln " n I N l' 0) Vl m N Ln O LT N O O) 01 0) N co N I� 1� O N 6 d O 9 l6 rl c6 Ln 00 N !b '.j Ln S LA O) n? m 'i r,'1 O) LT m t0 p f\ .-I ^ OH � � e1 f 00 a6 N N Ln n LA m Ol m O r,'1 LO LO 00 06 O) 6 m 6 ri cj d � m I� t\ ^ n n 00 00 00 00 m 0) O) O a O O a O '� a H a ei ~ a't cl N N N 3• N N n m M m a' m m m m m m m S S m m m m m m m �. I r I I a s a a It a a 0+00 o+5o 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+5o 9+00 9+50 20+00 10+50 11+00 11+50 12+00 425 420 Cn L9 T- ti co z co 0-) Q 415 N L Q 410 N Q N O N W > i 405 - w Lj) J 1� LIJ J ( 0-6 LL 400 w O O t9 U JOf T� 395 z _ LL] U ui Ln W Y 390 Lu U � O O u) J L 385 w Lu zJ L � J ` 38o J w p 375 �O�// LL 0c:)m N 370 u I w ~ O a w x Ln 365 JOB No. 182150 SCALE 1 50 SHEET NO. 21 5 450 m 450 v. m m m p p 00 CI m n 0 O p 'tor, 00o 000000O H Ho 445 00 in �Ln o m- o ooO a m m m 445 D mLA 00 mIt F > p .mtH� cp 0 'tZZO °o° H a??O o: n a>>> F Z H a>> O in HZZZ in HZZZ 440 440 iED GRADE (TYP. PROPOSED 2" WATERLINE CROSSING 435 435 430 L15" RCP 5o.86 LF Cal 1.28% 430 li5" RCP 55.75 LF Lal 0.57% 425 425 N N L9 O 0 O 0 O No 0+00 0+50 1+00 1+50 STR-8oB - STR-72 PROFILE 455 4S5 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH EXISTING GRADE (TYP. OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 450 450 STR:6413 VDOT STD. DI-313 (L=8') NOTE: HDPE CAN BE USED AS AN ACCEPTABLE STR:64 VDOT STD. MH TP=44z.83 SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. TP=442 So INV IN: 439 83T0 ROOF11 SEE DETAIL ON SHEET 17 FOR HDPE PIPE INV IN: 435 Sz TO 66 INV OUT: 435 83 TO 64 BEDDING INFORMATION. INV IN: 435-S2TO 64B INV OUT: 435-42 TO 62 445 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. VERTICAL GRAPHIC SCALE 0 2.5 5 ip 20 ( IN FEET ) 1 inch = 5 fL. HORIZONTAL GRAPHIC SCALE 0 25 50 too 200 ( IN FEET ) 1 inch = 50 ft. P.) 0+00 0+50 STR:62 VDOT STD. DI-3C (L=6') STR - 6 4 B- STR - 6 4 PROFILE TP=439�75 INV IN: 43z.6o TO 62B INV IN: 433 75 TO 64 INV IN: 435 75 TO YD-6 INV OUT: 432.So TO 56 ]STING GRADE (TYP.) 425 425 450 450 EXISTING Li f °Oko o °o 44S � o 445 O0r mo ' STR:46 VDOT ST �o s Z 00 INV IN a > > Lri~ z z INV IN: 407 440 440 INV I INV OU PROPOSED 8" WATERLINE OPOSED GRADE (TYP.) CROSSING 435 435I IT] 1 pROPO LIS" RCP 430 28.02 LF Cal 1.43% 430 N m 0) It 0+00 0+50 STR-62B - STR-62 PROFILE ROPOSED GRADE(TY 440 440 PROPOSED 112- 8" WATERLINE CROSSING 435 43S iS" RCP 26.2S LF Cal I.i7% 430 430 Ln .t GRADE 0 (TYP.) 420v- m 420 to p } D. DI 36 (L=10�) in H oo TP=411.58 0 � o 404.67 TO 46B > ul o a .58 TO ROOF18 'D �� a? 415 N: 4o6.7S TO 48 O T: 402.00 TO 44 it �„ 11 a-z z 410 410 SED GRADE (TYP.) PROPOSED " WATERLINE CROSSING 405 405 15" RCP 3977o LF Cla o.83% 400 400 o 0 m � 0+00 0+50 STR-46B - STR-46 PROFILE PROP( J v m p o o 0 0 H 00 00 O O ~, Ln N O r'? r^ m p vl rrl t mrn 445 >o 44S t STR:8oD VDOT S ,n F Z Z Z TP=440.50 INV OUT: 436.o0 440 440 )SED GRADE (TYP. 435 435 [iS" RCP 42.04 LF @ 1-59p/o 430 430 425 42S N o ,m 0+00 0+50 TD. DI-3B (L=6') TO 8o STR-8oD - STR-8o PROFILE EXISTING GRADE (T 0o J74 m p m O � a �O 0 O � ° 410 �, N OWN mpl p N v o �m u d m� a �Z Zp H a > In I-ZZZ 405 1 400 �I -15 94.981FC�y84% m m L] In °o O o N > o o a 0 m O Sj w� z ° 410 H a>> inZZ 405 GRADE (TYP.) 395 395 ap r 0 m d 00 a a 0 0+00 0+50 1+00 STR-42B - STR-42 PROFILE 475 EXIST STR:26 INV IN INV I INV OU'. PRI V 475 ING GRADE (TYP.' 470 r 470 p LrkD �o o VDOT STD. MH in 00 TP=46o.75 O 0 452.58 TO 26B p O m 4 N: 447-43 TO 28 p>1 o rH 465 447-33 TO 16B z a » in Z Z 46o 46o )POSED 4" 'ATERLINE ROPOSED GRADE (T CROSSING 455 2.3 455 4SO 450 15" RCP 41.31 LF Cal -1.02% 44S 445 r 0 0+00 0+50 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/LAND i.S' OF SEPARATION BETWEEN W/L & SANITARY SEWFR MUST BF PROVIDFD- 455 x o o `O o 00 itd In H n V m 450 O W M p rp O 0 ^ Q N n ^O 00 M � 0 0 0 00 �? O 0 0~ m to H H CO o �F ZW IT Z O `,?Tm Op 00 ar -Z STR:70 VDOT STD. DI-3B (L=1o') p mmN't > om a aH VIM.. 0 445 TP=44z.o0 a Z Z p is Z° INVIN: 43z.ioT07z a »> in zz INV OUT: 432.00 TO 68 z z z 440 WATERLINE )SSING 435 INV. OUT=431.67 TO UNDERGROUND ETENTION FACILITY 24" RCP 430 7`7137.66 LF Cal 0.53% z4" RCP 29.35 LF Cla o.So% 24" RCP 4�5 S.iS LF Cal i.SS% i 131.63 L LF @ 0.87% 18" RCP / S9.07 LF Cla o.98% / J fV J m m S Ci coo torl H OO In H H ryj o M.. p amp mm > N �H Z ZD a>>> / zzz IS z9 S @ 1.940A Cl N ry •i J d m °r°n r;l Es m � p00 O00 L O Ln in o 0 o � o It o ^ >�°� 00 a0 00 m 00 ~ o LnIt zz, Ln z 1�5SCOTT/R. CRTLLINS'Z L� Lic. No. 035791 � 455 �;p 6/24/20 4SO 445 c i .3' PROPOSED 2" WATERLINE CROSSING z E 440 Z 0 a Ln J ` f m �5" RCP 55.98 LF Cal o.S7% o = O Z o ¢ � ` 435 U Z w w `=4 I ` W Is 430 / �XISTING GRADE (TYP.) 420 415 410 1 405 S'xS' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & 11 VSMP PLAN / 400 M to O O m V) 00 n m m N N 'i P, O VI VI 0) N ko L N n 00 to ko ko O ko k N n Ol W VS 00 M to ko i� M S a0 tV m O 6 m O O OI 'i m M ,y N rJ1 0 lf) 0 V u1 m V) �6 m VI ri m VI 06 .i Vl 00 `t d •i -t d `t d It �} d It d d S I 1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+50 5+00 5+50 6+oo 6+So 7+00 7+50 435 435 m LL rp EXISTING GRADE (TYP.) p °O -- o wo vl. OLm 430 0 N,6 430 > coo of STR:48 VDOT STD. MH 9� TP=423-3300 INV IN: 416.25 TO So INV IN: 425-75TO48B INV OUT: 410.00 TO 462S f P') PROPOSED GRADE (TY j 42020 D LINE G41515 15"RCP 36.16 LF Cal 1.38% 410 410 FR-26B - STR-26 PROFIL 0+00 0+50 STR-48B - STR-48 PROFILE 4S0 41;0 _ It o ~ J co Ln to O d u Ci O O l XISTING GRADE (TYP.) rp In o o 445 ~ 0 O 0 O CO�mm 0) Ln 00000 N In o vI �ZZO F- O om.;a p m p 00 It H CL »> Z Z Z > o � 0 in H \ 00 m Z 7 `o a O 440 n �� a> z to Z Z In 435 430 425 PR PROPOSED GRADE (TYP.)-\ z' CR 15" RCP 173.41 LF @ 0.520/0 445 440 )POSED WATERLINE )SSING 435 i5" RCP 39.66 LF Cal 1.00% o m Ln co . 00 O . N 1. 00 of .t QI It a m m m It It It It 0+00 0+50 1+00 1+So 2+00 STR-6o - STR-56 PROFILE 2+50 430 42S N N N J J m Ip m 0 ^ 45m 0 o to 0 O 450 -m ap n�o in_0 inO o rmn 4 O ran > p o > 00a aH O 445 � 't ? ? o ° 445 H a>>> in Hz inZZZ 440 440 ED GRADE (TYP. PROPOSED WATERLINE CROSSING 435 43S ING GRADE (TYP. 69- RCP 9.g5 LF Cal o.819io 430 430 0, 00 m00 ry mry I It 0+00 0+50 1+00 425 N N CD CD p 420 v 41S 0 Cn ti 41O ch C') z 0') Q N J 405 Q N O N W m o 400 N W > L L Lj) LIJ W \ O U -1 T� e' m LU _ U ui Ln Y U o Lu O ulu) J zLu L11 J ` J - U) H� J w p J <o�// LyyL�� O O W N u w H u to c a w JOB NO. 182150 STR-76B - STR-76 PROFILE SCALE III = 50' SHEET NO. 22 it ---- - - - -J-z -- I- +-� �I� I - I I --i -I /' l PROPOSED \ / ----- t�((l`I�+� fl r� �'J ) : REENWAY YD_5513 -_- _ sr I I. II I r --L- I / / �/f / /�// / �� kk ✓/ YD-SC r I < .Lai Lor 3 I I LOT I I � �''�_ I �/(✓ --� � ` -_#-� r // tiY �� k �,<��<d` fl / tar ioT L� � � III � I i � '� � � 'aa 3. IY"�'1 w� \ J' � � ` ��' \ I♦ � �' i I I I I I I I I I I � �� _ - \ 1 I i--I- � , . � � C \ ( \ i ,` I< �,� •I � ; 9 � ' � I ,L,,,•.� - 'v 4^ YU-4 , LOT tot LOT '-I I Jv �930 it 4 ►o, I \ ROOF I I i I I \ I I I III I � � - \ �•'�) ', \� OT\ r� • , h .f I° l 1 / '. _"_ --/ -1„ ""`-,r_�T. _ / f 4 L8 - 30 RooFy Rool ]I RooF6 I ; - 9 RooF� r DRAINAGE DIVIDE (TYP.) Lor y LOT a ss V .3 4 ., -- -- STIR. NO. 10A 10 -+ - -l- 7 6 ��- 5 ------ 4 813 6A I 1 , 20 19 - - 18 / 16 4 �3 / / - - II YD-3A CI ... / - ' 1 " 1 l PROPOSEDGREENWAY(TYP.) I - I PROPOSED CULVERT I I. \`• - - _ _ - - - SEE SHEETS 30 32 FOR YD 6D _ o. "' Lor / - EXISTING STREAM �\ �- - - - - - - --- DESIGN INFORMATION / \ or w M for D GREENWAY (TYP.) _.6 PROPOSE 9 / Bo f o8 \ ✓ a EXISTING WETLANDS (TYP.) yo \ \ YD-66 d / / f 38 _ r - - - - _ 7g - „o F,, a { • I; 34 i i� L,#T DRAINAGE DIVIDE ( P.) / 34B I`ar 0# 402 6o 00 616D / / / 0*� � \ // \ � r \ LOT IL R0OF13 7RAINAGE /--\ /Zor64 �forIf40 1 �,\ � DIVIDE(TYP_) �+� / ROOFTT 43 oT r // / ♦� ✓ LOT 62 PROPERTY BOUNDARY (TYP.) � / / OT �✓ POOF12 �46 / LO ILOT TO EXISTING STREAM / ROOFin EXISTING STREAM/ 54 0*0 1 rA LOT 6°bi OT r ' LOT / LOr - //LOT 63 r r L. BB IROOFy7 so /� / / r I o� O 1,# ROOFyg o5r ® PROPOSED GREENWAY (TYP.) / I i i/ r pa �ior YD-D 6 7 LOT ♦SOB` �* / i w / Lor YD-7C J / k 44 PROPERTY BOUNDARY (TYP.) k 1 ✓✓ °r Ii' / �Ly�� ;, LOT YD-7A +� T /< 1 / %/ f rrF o LFXISTING WETLANDS (TYP.) / LOT YQ- LOr 1 - -- / o• 73 ( STR-40SIZED FOR FUTURE', / 1 �YD_8 RAINAGE DIVIDE (TYP.)' PARK DRAINAGE AREA /d 42 �.� ► • `"" / - �'L I /- II111' I I '1 GRAPHI-C SCALE - EXISTING STREAM / // s° 4e 8e 6e I / PROPOSED GREENWAY (TY / ( 80 ft. IN FEET ) f / / - - - 1 inch = ` P.) EXISTING y oo-YEAR FLOG PLAIN (TYP.) / / 1 I 0 -�✓ I I �I �) �) \�� sr \ �� v / 0-� 1 C _ n YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. Ort) LENGTH' (ft,) SLOPE (h) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION YD-iB 12' Yard Inlet 452.17 8 39.83 1,68% 44R 17 448-50 HD -PE YD-1A 12' Yard Inlet 452.17 8 44.07 1A3% 448.50 448-00 HOPE YD-1 12' Yard Net 451.75 8 37.73 5.30% 448.00 446-00 HOPE YO-213 12' Yard Inlet 460.83 8 61.00 2.72% 457.83 456.17 HOPE YO-2A 12' Yard Inlet 460.83 8 60.77 14.81% 456.17 44T 17 HOPE YO-2 12' Yard Inlet 451.83 8 42.00 2.79% 447.17 446.00 HOPE VD6B 12' Yard inlet 446.17 8 54.50 0.62-A 443.17 44183 HOPE YD6A 12' Yard Inlet 447.33 8 61.00 0,54% 442.83 44150 HOPE YD-3 12' Yard Inlet 446.00 8 31.25 1,60% 442.50 44200 HOPE YD„°C 12' Yard Inlet 448.00 8 19.50 5.13% 444.00 443.00 HOPE YD-4C 12' Yard Inlet 460.00 8 64.57 1.55% 457.33 456.33 HOPE YD-413 12' Yard Inlet 460.00 8 64.02 0.91% 45fi.33 455.75 HOPE YD-4A 12" Yard inlet 460.00 8 44.52 1.12% 455.75 455.25 HOPE YD4 12' Yard Inlet 460.00 8 64.55 0.77% 455.25 454.75 HOPE YD-5C 8" Deanout 458.00 6 26.36 2.54% 455.50 454.83 HOPE YD-513 12' Yard Inlet 458.00 B 71.37 0.57% 454.83 454.42 HOPE YO-5A 12' Yard Inlet 459.83 B 83.70 0.80% 454.42 453.75 HOPE YD-5 12" Cleanout 460.75 8 23.40 1,07% 453.75 453.50 HOPE YD61D 12' Yard Inlet 461.00 8 47.19 6.17% 457.33 454.42 HOPE YD6F 12' Yard Inlet 452.83 8 90.66 3.139% 449.17 446.33 HOPE YD6E 12' Yard inlet 450.00 8 1 88.49 2.26% 44633 444.33 HOPE YD6D 12' Yard inlet 448.00 8 69.11 1,45% 44433 443.33 HOPE YD6C 12' Yard Inlet 447.00 8 73.70 1.80% 443.33 442.00 HOPE YD613 12' Yard Inlet 445.67 8 65.94 1.90% 442.00 440.75 HOPE YD6A 12' Yard Inlet 445.00 8 82.88 2,11% 440.75 439.00 HOPE YD6 12' Yard inlet 443.00 8 51.83 6.29% 439.00 435.75 HOPE YD-7D 17' Yard Inlet 420.50 8 64.41 5.95% 416.83 413.00 HOPE YD-70 17' Yard Inlet 416.75 8 31.20 5.87% 413.00 411.17 HOPE YD-78 17' Cleanout 415.83 8 10.26 13.06% 41117 409.83. HOPE YD-7A 12' Yard Inlet 412.50 8 65.09 1.28% 40983 409.00 HOPE YD-7 17' Cleanout 413.00 8 16.93 7.38% 409.00 407.75 HOPE YD6A 12' Yard Inlet 410.17 8 59.30 1.97% 406.50 405.33 HOPE YD6 12' Yard Inlet 409.00 8 80.29 2.90% 405.33 403.00 HOPE PIPE 117.74 0.76A 1 439:56 143&68 1 RCP 88A2 0.83% 436.58 437.85 RCP 172.79 0.52% 43T75 436.85 RCP 175.67 0.70% 436.75 435.52 RCP f INLETTYPE Type LENGTH ELEVATII DI-33 CG6 8 443.33 DF3B 8 448.25 gG 013E 10 45233 MH CGS - 457.33 23 15 33.45 1.44% 45375 453.27 RCP 22 D K CG8 6 459A2 21 1 15 1 30, 39 1.12 % 1 453,17 1 452.83 1 RCP 10 29 1 15 1 118.79 0.55% 1 449.00 1448.35 RCP 28B DI-313 CG8 8 457.17 28A 15 27.69 0,54% 448.25 448.10 RCP 28 DI-313 CG6 8 457.17 27 15 105.98 0.54% 448.00 447.43 RCP 25 MH CG6 - 460.75 25 15 128.35 0.51 % 447.33 446.68 RCP 16B D1-3B CG6 6 460.08 55 18 1 200.15 1.24% 1 460.58 1428.10 RCP 54 53 18 2972 1.68% 428,00 427,50 RCP 52 51 18 112.39 2.38% 421,67 419.00 RCP 50 49 18 30.94 2.42% 417.00 416.25 RCP 48 47 18 141.77 2.29% 410.00 406.75 RCP 46 45 24 63.89 1.57% 402.00 401.00 RCP 44 43 24 128.02 2.07% 400.00 39T35 RCP 42 41 24 118.61 1.90% 397.25 395.00 RCP 40 39 24 29.18 4.87% 385.92 384.50 RCP 38 37 24 141.30 4,53% 380.00 373.60 RCP 36 35 24 163.39 3.37% 373.50 368.00 RCP 42B 42A 15 94.98 1.84% 402.00 400.25 RCP 46B 46A 1 15 1 3970 1 0.83% 1 40500 1 404.67 1 RCP 65C 15 1 37.99 7.90% 1 44200 1439.00 RCP 66B 66A 15 40.65 0.57% 437.00 436.77 RCP e6 65 15 43,95 2.62% 436.67 435.52 RCP 64 63 15 97.74 1,71% 435,42 433.75 RCP 62 61 15 25,03 200% 43250 432.00 RCP 76A is 69,95 1 0.81 % 1 436.00 1435,43 1 RCP 808 BOA 15 50.85 1.28% 434.00 433.35 RCP 80 79 15 55.75 0.579/ 433.25 432.93 RCP MH CG6 - 439.58 DI-313 CG8 10 435.92 MH CG8 - 434.75 DI-38 CG6 10 425.75 MH 0G6 - 423.33 DI-38 CG8 10 411.58 DI-313 I CGLO 1 6 1 466.06 DI-313 I CG8 1 10 1 411.75 0 131-313 1 CG8 10 1 443.75 D 3:B CG8 6 44250 131-33 1 CG8 1 6 1 439.75 �m0®w 80D DI-313 CG6 8 440.50 80C 15 4204 1.59% 43&00 435.33 RCP Structure 4 8 8B 10 10B 12 14 16B 18 20 22 24 26B 28 28B 30 32 32B 34 34B 40 42 42B 44 46 46B 48B 50 52B 54 58 60 62 62B 64B 66 66B 66D 70 72 74 76 76B 78 78B 80 80B 80D YD-1 YD-lA YD-1B YD-2 YD-2A YD-2B YD-3 YD-3A YD-3B YD-3C YD-4 YD-4A YD-4B YD-4C YD-5A YD-5B YD-5C YD-5D YD-6 YD-6A YD-6B YD-6C YD-6D YD-6E YD-6F YD-7A YD-7C YD-7D YD-8 YD-8A ROOF 1 ROOF2 ROOFS ROOF4 ROOF5 ROOF6 ROOF? ROOF8 ROOF9 ROOF 10 ROOF 11 ROOF 12 ROOF 13 ROOF 14 ROOF 15 ROOF 16 ROOF17 ROOF 18 ROOF 19 ROOF20 Area Cw VreS) 0.15 0.75 0.21 0.70 0.14 0.75 0.10 0.70 0.16 0.70 0.14 0.75 0.09 0.75 0.10 0.75 0.14 0.75 0.32 0.50 0.15 0.75 0.11 0.70 0.04 0.70 0.13 0.75 0.10 0.75 0.49 0.75 0.08 0.75 0.10 0.75 0.05 0.75 0.15 0.80 0.24 0.85 0.17 0.75 0.19 0.70 0.05 0.75 0.17 0.75 0.14 0.75 0.15 0.75 0.14 0.75 0.17 0.75 0.19 0.75 0.47 0.55 0.19 0.75 0.20 0.60 0.11 0.75 0.15 0.75 0.32 0.75 0.22 0.65 0.04 0.75 0.33 0.60 0.13 0.75 0.12 0.75 0.64 0.50 0.38 0.65 0.70 0.50 0.36 0.65 0.10 0.75 0.12 0.75 0.15 0.70 0.08 0.60 0.04 0.60 0.06 0.50 0.07 0.50 0.05 0.60 0.05 0.60 0.03 0.90 0.08 0.60 0.09 0.50 0.13 0.50 0.12 0.40 0.06 0.40 0.14 0.40 0.06 0.50 0.10 0.40 0.15 0.50 0.02 0.90 0.06 0.50 0.11 0.60 0.11 0.30 0.15 0.50 0.15 0.40 0.09 0.50 0.11 0.60 0.04 0.60 0.04 0.70 0.06 0.70 0.04 0.60 0.06 0.70 0.03 0.70 0.07 0.90 0.20 0.90 0.10 0.90 0.07 0.90 0.08 0.90 0.10 0.90 0.10 0.90 0.10 0.90 0.07 0.90 0.09 0.90 0.10 0.90 0.07 0.90 0.24 0.90 0.10 0.90 0.17 0.90 0.09 0.90 0.17 0.90 0.11 0.90 0.08 0.90 0.06 0.90 tI, yti[I 6.0 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 8.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 7.0 6.0 6.0 6.0 5.0 6.0 7.0 7.0 7.0 6.0 5.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 _0 ;COTT/R. CDLLINS'Z H Lic. No. 0357911n 6/24/20 Aj p z w g f 0 U 0 Z F J Q p ad o2S Zw p Z o j � J = O U w O F�1 < Z a LU co H cc w a Lu I j N N QU-1 CD CD n 4 v o L ti M z 0') N j N W N N o N W > W T I Z T� ��J//�� U) 0-6 O` cc G L9 T-I w _ � z U L Q Lu U 0 ulCID C/) J ZW � U) H J w J Q 0 o m N F- " w Cie ul JOB NO. 182150 SCALE 1 "=80' SHEET NO. 23 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (intensity is 4 in/hr for spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet _ c � y n s = m w N C J N pp O O @ i N = 13 - m >o m N 01 W i s J E J O _� m O w m O R O 3 tll C O �?,j O S J O OI fn m " N II d J C C J 2^ % w O 7 IL > ¢ U V a O O ui rn ?i m N w R rn N ui O C3 J 8 36 10.0 0.21 0.70 0.147 0.59 0.00 0.59 0.0491 0.0200 2.0 0.0833 4.16W 4.06 0.95 3.5192 0.1466 0.1593 7.40 1.35 1.00 0.59 0.00 8B 36 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0491 0.0200 2.0 0.0833. 4.1650 3.57 0.97 3.6192 0.1466 0.1622 6.35 1.26 100 0.42 0.00 10 38 8.0 0.10 0.70 0.070 0.28 0.00 0.28 0.0491 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 O. 1466 0.1652 5.30 151 1.00 028 0.00 108 3B 8.0 0.16 0.70 0.112 0.45 000 0.45 0.0372 0.0200 2.0 0.0833 4.1650 3.86 0.96 3.5192 0.1466 01608 6.04 133 100 D_45 0.00 12 3B 6.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0157 0.0200 2.0 0.0833 4.1650 4.43 0.92 3.5192 0.1466 0.1549 4.64 1.29 1.00 0.42 000 14 36 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0157 0.0200 2.0 0.0833 4.1650 3.76 0.96 3.5192 0.1466 0.1608 3.77 1.59 1.00 027 0.00 16B 36 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0075 0.0200 2.0 0.0833 4.1650 4.48 0.92 3.5192 0.1466 0.1549 323 1.86 1-00 030 0.00 18 3B 6.0 0.14 0.75 0.105 0.42 0.00 0.42 0.010D 0.0200 2.0 0.0833 4.1650 4.92 0.90 3.5192 0.1466 0.1520 4.10 1.45 1.00 0.42 0.00 20 3B 8.9 0.32 0.50 0.160 0.64 0.00 0.64 0.0100 0.0200 2.0 O-M3 4.1650 5.64 0.85 3.5192 0.1466 0.1446 5.04 1.59 1.00 0.64 0.00 24 3B 6.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0100 0.0200 2.0 0.0833 4.1650 4.29 0.93 3.5192 0.1466 0.1564 3.54 1.70 1.00 0.31 0.00 26B 3B 4.0 0.04 070 0.028 0.11 0.00 0-11 00165 0.0200 2.0 0.0833 4.1650 2.67 0-99 15192 0.1466 01652 260 154 too o.11 0 Oo 28 3B 8.0 0.13 0.75 0.098 0-39 0.110 019 00262 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 01593 5.15 1.55 1.00 039 0.00 28B 38 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0262 0.0200 2.0 0.0833 4.1650 3.54 0.97 3.5192 0.1466 O. 1622 4.57 1.3i 1.00 0.30 0.00 32 36 8.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0576 0.0200 2.0 0.0833 4.1650 2.81 0.99 3.5192 0.1466 0.1652 521 1.54 1-00 024 0.00 32B 30 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0576 0.0200 2.0 0.0833 4.1650 3.06 0.99 3.5192 0.1466 0.1652 5.72 1.40 1.00 0.30 0.00 34 36 4.0 0.05 0.75 0.038 0.15 0.00 0.15 0.0112 0.0200 2.0 0.0833 4.1650 3.21 0.98 3.5192 0.1466 0.1637 2.63 1.52 1-00 0.15 0.00 345 3B 6.0 a.15 o.8o 0.120 0.48 O.DD D.48 0.0112 0.0200 2.0 0.0833 4.1650 4.96 0.88 3.5192 0.1466 0.1490 4.54 1.32 1.00 0.48 0.00 42 3B 8.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0833 4.1650 4.55 0.92 3.5192 0.1466 0.1549 5A1 1.48 1.00 0.51 1 0.00 428 3B 8.0 0.19 0.70 0.133 0.53 0.00 0.53 0.020D 0.0200 2.0 0.0833 4.1650 4.62 0.91 3.5192 0.1466 0.1534 5.54 1.44 1.00 0.53 0.00 44 30 6.0 0.05 0.75 0.036 0.15 0.00 0.15 00423 0.0200 20 0-0833 4.1650 2.50 0.99 15192 O. 1466 O. 1652 3.90 154 1.00 0.15 0.00 46 3B 10.0 0-17 0.75 0.128 0-51 0.00 051 0-0673 0-0200 2-0 0.0833 4.1650 3.62 0.97 3-5192 0.1466. 01622 757 132 1.00 0-51 000 468 36 10.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0673 00200 2.0 0.0833 4.1650 3.37 0.98 3.5192 0.1466 0.1637 6.94 1.44 1.00 0.42 0.00 4813 3B f0.0 0.15 1 0.751 0.113 0.45 1 0.00 1 0.45 0.0843 1 0.0200 1 2.0 0-0833 1 4.16W 3.31 0." 3.5192 0.1466 0.1637 7.65 1.31 1-00 OAS 0.00 50 30 10.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0843 0.0200 2.0 0.0833 4.1650 3.23 0.90 3.5192 0.1466 0.1637 7A3 1.35 1.00 0.42 0.00 52B 3B 10.0 0.17 0.75 0.128 0.51 0.00 0.51 0.0447 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0.1593 6.77 1.48 1.o0 0.51 alto 54 3B 10.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0447 0.0200 2.0 00833 4.1650 4.08 0.95 3.5192 0.1466 0.1593 7.10 1.41 1.00 0.57 0.00 626 3B 6.0 0.11 0.75 0.083 0.33 0.00 033 0.02DO 0.0200 2.0 0.0833 4.1650 3.36 0.96 3.5192 0.1466 0.1608 4.41 1.36 1.00 0.33 0.00 64B 38 8.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0434 0.0200 2.0 00833 4.1650 3.75 0.96 3-5192 0.1466 01608 6.33 L26 1-00 045 000 66 36 10.0 0.32 0.75 0.240 0.96 0.00 0.96 0.0200 0.0200 2.0 0.0833 4.1650 5.77 0.84 3.5192 0.1466 0.1432 740 1.35 1.00 0.96 0.00 66D 36 6.0 0.04 0.75 0.030 0-12 0.00 OA2 0.0468 (IMOD 20 0.0833 4.1650 2.25 1-00 3.5192 0.1466 01666 3.64 166 1-00 0.12 000 70 36 10.o 0.33 0.60 0.198 0.79 0.00 0.79 0.0242 0.0200 2.0 O-OB33 4.1650 5.18 0.88 3.5192 0.1466 0.1490 7.05 1.42 1.o0 o.79 0.00 74 36 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0100 0.0200 2.0 0.0833 4.1650 4.55 0.92 3.5192 0.1466 0.1549 3.80 1.58 1.00 0.36 0.00 76 36 12.0 0.64 0.50 0.320 1.28 0.00 128 0.0238 0.0200 2.0 0.0833 4.1650 6.22 0.80 3.5192 0.1466 0.1373 9.02 1.33 100 128 o.0o 76B 3B 12.0 0.38 0.65 0.247 0.99 0.00 0.99 0.0238 0.0200 2.0 O-M3 4.1650 5.64 0.84 3.5192 0.1466 0.1432 7.89 1.52 1.OD 0.99 0.00 78 3B 12.0 0.70 0-50 0.350 1.40 0.00 1.40 0.0110 0.0200 2.0 0.0833 4.1650 7.43 0.72 3.5192 0.1466 0.1256 7.84 1.53 1.00 1 AO 0.00 786 3B 10.0 0.36 0.65 0.234 0.94 0.00 0.94 0.0110 0.0200 2.0 O-OB33 4.1650 6.39 0.78 3.5192 0.1466 0.1344 6.36 1.57 1.00 0.94 0.00 BOB 36 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0192 0.1200 2.1 0.0633 4.1650 4.62 0.90 3.5192 0.1466 01520 3.75 1.60 1.00 0.36 0.00 SOD 3B 6.0 OA5 0.70 0.105 0.42 0-00 042 O.W79 0.0200 2.0 0.0833 4.1660 5.03 0.88 3-5192 0.1466 01490 3.86 155 1-00 042 1 000 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c 2 9 0 rn m C n r U W O m x m 3 Or i O 0 T n Q OI m O > 3 O O C O Q `J m 0 m w C c c m m ro s v 3 0 r o m s 2 N w Q d 3 3 E 3 - `m 0 a > � ¢ ci V d a 6 a x d ui N >i u) rn 1- w _ m - m a w in N � � lu O V J � 8 3B 10.0 021 0.70 0.147 0.96 0.00 0.96 0.0491 0.0200 2.0 0.0833 4.1650 4.86 0.88 3.5192 0.1466 0.1490 9.44 1.06 1.00 0.96 0.00 6B 3B 8.0 0.14 07 5 0.105 0.68 0.00 0.68 0.0491 0.0200 2.0 0.0833 4-1650 4 29 0.93 3.5 92 1 0.1466 0.1564 7.96 1.00 1.00 0.68 0.00 10 3B &0 0.10 0.70 0-071) 0.46 000 OAS 0.0491 0.0200 2.0 0.0833 4.1650 368 0.97 35192 0.1466 01622 6.57 122 1.00 046 000 10B 3B 8.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0372 0.0200 2.0 0.0833 4.1650 4.63 0.90 3.5192 0.1466 0.1520 7.66 1.04 1.00 0.73 0.00 12 3B 6.0 0.14 0.75 0.1o5 O66 0.o0 0.68 0.0157 0.0200 2.0 0.0833 4.1650 5.31 0.87 3.5192 0.1466 0.1476 5.85 1.02 1.00 0.68 000 14 3B 6.0 0.09 0.75 0.068 044 0.00 0.44 00157 00200 2.0 00633 4.1650 4.50 0.92 3.5192 0.1466 0.1549 4,72 1.27 1.00 0.44 000 16B 3B 6.0 0.10 0.75 0.075 D.49 0.00 0.49 0.0075 0.0200 2.0 0.0833 4.1650 5.38 0.87 3.5192 0.1466 0.1476 4.07 1.47 1.00 0.49 0.00 18 3B 6.0 0.14 0.75 0.105 0.68 0.00 1 0.68 0.0100 0.0200 20 0.0833 1 4.1650 5.78 0.84 15192 0.1466 0A432 5.21 1A5 1.W 0.68 0.00 20 3B &0 0.32 0.50 0.160 1.04 ODO 104 0.0100 0.0200 2.0 0.0933 416M 6.77 0.77 3.5192 0.1456 0.1329 6.50 1.23 1.00 1.04 0.00 24 3B &0 0.11 0.70 0.077 D.50 0.00 0.50 0.0100 0.0200 2.0 0.0033 4.1650 5.14 0.88 3.5192 0.1466 0.1490 4.46 1.34 1.00 0.50 0.00 26B 3B 4.0 0.04 0.70 0.028 0.18 000 0.18 0.0165 0.0200 2.0 0.0833 4.1650 3.20 0.98 3.5192 0.1466 0.1637 3.21 1.25 1.00 0.18 000 28 38 &0 0.13 0.75 O.D98 0.63 0.00 0.63 0.0262 0.0200 2.0 0.0833 4-1650 4.69 0.90 3.5192 0.1466 0.1520 6.50 1.23 1.00 0.63 0.00 28B 3B 6.0 0-10 0.75 0.075 049 0.00 0.49 0-0262 0-(1200 2.0 0-0833 4.1650 425 0.93 3.5192 01466 0.1564 5.72 1.05 1.00 0.49 000 32 3B &0 0.08 0.75 0.060 D.39 0.00 0.39 0.0576 0.0200 2.0 0.0033 4.16W 3.37 0.97 3.5192 0.1466 0.1622 6.46 1.24 1.00 0.39 0.00 328 36 &0 0.1D 0.75 0.075 0.49 0.00 OA9 0.0576 0.0200 2.0 0.0033 4.1650 3.67 0.98 3.5192 0.1466 0.1637 7.05 1.13 1.00 0.49 0.00 34 3B 4.0 005 075 0-038 024 000 024 0.0112 0.0200 2-0 0.0833 4.1650 3-85 0-95 3-5192 01466 01593 3.28 122 1.00 024 000 34B 3B &0 0.15 0.80 0.120 0.78 0.00 0.78 0.0112 0.0200 2.0 0.0833 4.16M 5.95 0.83 3.5192 0.1466 0.1417 5.73 1.05 100 0.78 0.00 42 3B &0 0.17 0.75 0.128 0.83 0.00 0.83 0.0200 0.0200 2.0 0.0833 4.1650 5AS 0.85 3.5192 0.1466 0.1461 6.87 1.15 1.00 0.83 0.00 42B 3B &0 0.19 0.70 0.133 086 0.00 0.86 0.0200 0.0200 2.0 0.0833 41650 5.54 0.85 3.5192 0.1466 0.1446 7.04 1.14 1.00 0.86 000 44 3B 6.0 0.05 0.75 0.038 0.24 0.00 024 0.0423 0.020D 2.0 0-0833 4.1650 100 0.99 3.5192 0.1466 0.1652 4.78 1.26 1.00 0.24 0.00 46 3B 10.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0673 0.0200 2.0 O.OB33 4.1650 4.35 0.93 3.5192 0.1466 0.1564 9.49 1.05 1.00 0.83 0.00 45B 3B 10.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0673 0.0200 2.0 0.0833 4.1650 4.04 0.95 3.5192 0.1466 0.1593 8.65 1.16 1.00 0.68 0.00 48B 38 10.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0843 0-=0 2.0 0.0933 4.1650 3.98 0.95 3.5192 0.1466 0.1593 9.53 1.05 1.00 0.73 0.00 50 38 10.0 0.14 0.75 0.1o5 0.68 ova 0.68 aas43 0.0200 2.0 0.0833 4.1650 3.87 0.95 3.5192 0.1466 0.1593 9.26 1.08 1.00 0.68 0.00 52B 3B 10.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0447 0.0200 2.0 0.0833 4.16M 4.69 0.90 3.5192 0.1466 0.1520 8.54 1.17 1.00 0.83 0.00 54 38 10.0 0.19 0.75 0A43 0.93 0.00 0.93 0.0447 0.0200 2.0 0-OB33 4.1650 4.89 0.89 3.5192 0.1466 0.1505 9.00 1.11 1.00 0.93 0.00 62B 3B 6.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0833 4.1650 4.64 0.90 3.5192 0.1466 0.1520 5.59 1.07 1.00 0.54 0.00 64B 3B &0 0.15 0.75 0.113 0.73 0.00 0.73 0.0434 0.0200 2.0 0.0833 4.1650 4.50 0.91 3.5192 0.1466 0.1534 7.99 1.00 1.00 0.73 0.00 66 38 10.0 0.32 0.75 0240 1.56 0.00 1.% 0.0200 0.0200 2.0 0.0833 4.1660 6.92 0.75 3.5192 0.1466 0.1300 9.61 1.04 1.00 1.58 0.00 66D 3B 6.0 0.04 0.75 0.030 0.21) 0.W 020 0.0468 0.0200 2.0 0.0933 4.1650 2.70 0.99 3.5192 0.1466 0.1652 4.49 1.34 1.00 0.20 0.00 70 3B 10.0 0.33 0.60 0.198 1.29 0.00 1.29 0.0242 0.0200 2.0 O-OB33 4.1650 6.21 0.80 3.5192 0.1466 0.1373 9.09 1.10 1.00 1.29 0.00 74 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0,0100 0.0200 2.0 0.0833 4.1650 1 5.45 0.86 3.5192 0.1466 0.1461 4.82 1.24 1.00 0.59 0.00 76 38 12.0 0.64 0.50 0.320 2.08 0.00 2.08 0.0238 W1200 2.0 0-0933 4.1650 7A6 0.72 3.5192 0.1466 0.1256 11.67 1.03 1.00 2.08 0.00 76B 3B 12.0 0.38 0.65 0247 1.61 0.00 1.61 0.0238 0.0200 2.0 0.0833 4AM 6.77 0.77 3.5192 0.1466 0.1329 10A2 1.19 1.00 1.61 1 0.00 78 3B 12.0 0.70 0.50 0.350 2.28 0.00 228 0.0110 0.0200 2.0 0.0833 4.1650 8.92 0.62 3.5192 0.1466 0A 109 10.36 1.16 1.D0 2.28 0.00 786 38 10.0 0.36 0.55 0234 1.52 0.00 1.52 0.0110 0.02130 2.0 0.0833 4.1650 7.67 0.70 3.5192 0.1466 0.1225 8.23 1.21 1.00 1.52 1 0.00 806 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0092 0.0200 2.0 O.OB33 4.16W 5.54 0.85 3.5192 0.1466 0.1446 4.73 1.27 1.00 0.59 1 0.00 SOD 3B 6.0 0.15 0.70 0.105 D.68 0.00 0.68 0.0079 0.0200 2.0 0.0833 4.1650 6.04 0.81 3.5192 1 0.1466 0.1388 1 4.94 1.21 1.D0 1 0.68 1 0.00 for inlets draining to stormwater management facilities, where ovedand flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (intensity is 4 in/hr for spread, and 6.5 inlhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet m `6 m 'ro s E po v 30 o u U O b W 0 O 3 U w U 0 m II w O �c ® C 'm y a m w O .c ❑ m " '� m w N m o t n x a > a o a = m m d o 0 a m. to 3 to left 1 0.05 03510.0381 0.15 0.00 0.15 0.0010 0.0200 1 2.0 4.0200 106041 5.04 right 0.10 035 0.075 0.30 0.00 0.30 0.0010 0.0200 20 0.0200 L0000 6.54 22 3C 6.D combined flow 0.5 0.07 0.163 3.73 left 0.24 075 OA 80 1 0.72 0.00 0.72 0.0010 0.0200 1 20 1 0.0200 LOo00 1 9.08 right 1 0.25 10-7510.1881 0.75 0.00 075 0.0010 0.0200 1 2.0 1 00200 1 1.0000 1 9.22 30 3C 10.0 combined flow 1.5 0.13 0.284 651 left 0.12 0.85 01021 0.41 0.W 0.41 0.0010 0.020D 20 0.0833 4.1650 1 7.34 right 1 0.12 10.85 10.1021 0.41 0.00 0.41 0.0010 0.0200 2.0 0.0833 4.1650 7.34 40 F 3C 8.D combined flow 0A 0.10 0.213 4.89 left 1 0.25 1 0.55 1 OA38 0.55 1 0.00 0.55 0MI0 0.0200 20 0.0833 4.1650 8.21 right 022 0.55 0.121 0.48 0.DO 0.48 0.0010 0.0200 20 0.0833 4-1650 7.32 58 3C 10.0 combined flow 1.0 0.10 0.225 1 5.15 left 0.10 075 0-075 0.30 0.00 030 0-0010 0.D200 2-0 0.0833 4.1650 6.54 right 0.09 10.75 10.0681 027 0.00 027 0.0010 0.0200 2.0 0.0833 4.1650 6.29 60 3C 6.0 combined flow 0.6 0.09 0.191 1 4.37 left 0.06 0.60 0.036 0.14 1 0.00 0.14 0.0010 0,0200 20 0.0833 4.1650 4.97 right 0.14 10.60 10.084 0.34 1 ODD 034 0.0010 0.0200 20 0.0833 4.1650 6.82 62 3C 8.0 combined flow 0.5 0.08 O. 170 3.89 left 0.07 10.65 10.0461 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1650 5.42 right 1 0.15 10.65 10.0981 0.39 1 0.00 0.39 0.0010 0.0200 2.0 0.0833 4.1650 7.21 666 3C 8.0 combined flow 0.6 0.08 0.168 3.86 left 0.06 0.75 0.0451 0.18 1 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1650 5.40 right 0.07 10.75 10.0531 021 1 0.00 021 0.0010 0.0200 2.0 0.0833 4.1650 5.72 combined flow 0.4 0.07 0.148 339 72 3c 6.0 left 1 0.05 1035 10.0381 0.15 1 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 right 1 0.05 10.75 10.0381 0.15 1 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 80 3C 6.0 combined flow 0.3 006 1 0.124 285 `gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not hate a curb spread, but will have inlet spread and depth - for inlets draining to slorrowater 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. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 inlhrfor spread, and 6.5 inlhrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet z m a n z `O Wi s m m x m V- E o `✓ a 3 m m n O t O 75 O ` rCj 2 O U ?� O w ~m O. 00 D O c c mto m y vm w O tm® O o W N w `3 o n w w Q a - rn x 3 c L " m a > a u o a a a n. ta ? m m I. -a II rc left 0.05 0.75 0 0381 0.24 0.00 024 0.0010 0.0200 20 0.0833 4.1650 6.05 right 0.10 0.75 0.075 0.49 0.00 0.49 0.0010 0.0200 2.0 0.0833 4.1650 7.84 22 3C 6.0 combined flaw 0.7 0.10 1 0.225 5.16 left 024 0.75 0.180 I.17 0.00 1.17 0.0010 0.0200 2.0 0.0833 4.1650 10.89 right 0.25 0.75 0.1881 1.22 1 0.00 122 0.0010 0.0200 20 0.0833 4.1650 11.06 30 3C 10.0 combined flour 2.4 0.16 0.393 A00 left 0.12 0.85 0.1021 0.66 1 0.00 066 0.0010 0.0200 20 0.0833 4.1650 8.80 right 1 0.12 10.85 10.1021 0-66 1 0.00 0.66 0.0010 0.0200 20 0.0833 4.1650 8.80 40 3C 8.0 combined flow. 1.3 0.14 0.295 6.76 left 1 025 0.55 0.1381 0.89 0.00 0.89 0.0010 0.0200 20 0.0833 4.1650 9.85 right 1 0.22 1055 10.1211 0.79 0.00 079 0.0010 0.0200 20 0.0833 4.1650 9.39 58 3C 10.0 combined flow 1.7 0.14 0.311 7.12 left 0.10 075 0-075 0.49 1 0-00 0.49 0.0010 0-0200 2.0 0.0833 4.1650 7.84 right 1 0.09 10.75 10.0681 0.44 1 0.00 0.44 0.0010 0.0200 ZO 0.0833 4-1650 7.54 60 3C 6.9 combined flow 0.9 0.12 0.263 6.04 left 0.06 0.60 0.036 023 0.00 023 0.D010 O.D200 20 0.0833 4.1650 5.96 right 1 0.14 10.60 10.01141 0.55 0.00 0.55 0.0010 0.D200 2.0 0.0833 4.1650 8.18 62 3C 6.0 combined flow 0.8 0.11 0.235 5.36 left 1 0.07 1 0.65 0.046 0.31) 0.00 0.30 0.0010 0.0200 2.0 0.0833 4.1650 6.50 right 1 0.15 10.65 10.0981 163 0.00 0.63 0.0010 0.0200 2.0 0.0833 4.1650 8.66 666 3C 8.0 combined flow 0.9 0.11 0.233 5.33 left 1 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2-0 0.0833 4A650 6.48 right 1 0.07 0.75 1 0.053 1 0.34 0.00 034 0.0010 0.0200 20 0.0833 4.1650 6.86 combined flaw 0.6 0.09 1 0.205 4.69 72 F 3C 1 6.0 left 1 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 1 0.05 10.75 10.0381 024 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 80 3C 6.D combined flow 0.5 D.OS 1 0.172 3.94 `gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open patementareas will riot 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 hate been sized to include overland flow as well as yard inlet and roof drain drainage areas. STRUCTURE DRAINAGE D (IN) FLOW TYPE SCOTT R. LINS'-, C) Lic. No. 035791111, ;Pow 6/24/20,�4' �SIONAL E�0'S INLET TYPE AREA (FT) PERM= (FT) A (ACRES) C I (IN/I-Ili) Q (CFS) YD-1 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLOW YD-1 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIRFLOW YD-1 12" Nyloplast Yard Inlet-50%clogged 0.22 5.60 0.08 0.60 4.00 0.192 0.61 WEIRFLOW YD-1 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIR FLOW YD-IA 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.60 4.00 0.096 0.24 WEIR FLOW YD-IA 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.60 6.50 0.156 0.33 WEIR FLOW YD-1 A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.38 WEIR FLOW YD-IA 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.04 0.60 6.50 0.156 0.53 WEIRFLOW Z O V l W 6� 6rrr Z O U w O ZO L -1 i 'o to Q Z Z w f O U a > y Z =O U LU LU Q m ce W O w N w IY YD-1B 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0.50 4.00 0.120 0.28 WEIRFLOW YD-1B 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0.50 6.50 0.195 0.39 WEIRFLOW YD-1B 12"Nybplast Yazd Inlet-50%clogged 0.22 5.60 0.06 0.50 4.00 0.120 0.45 WEIR FIAW YD-1B 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.06 0.50 6.50 0.195 0.62 WEIR FLOW YD-2 12" Nyloplast Yard Inlet 0.43 11.19 0.07 1 0.50 4.00 1 0.140 0.31 WEIR FLOW YD-2 12" Nyloplast Yard Inlet 0.43 11.19 0.07 0.50 6.50 0.228 0.43 WEIR FLOW YD-2 12" Nyloplast Yard Inlet - 50%. clogged 0.22 5.60 0.07 0.50 4.00 0.140 0.49 WEIR FLOW YD-2 12" Nyloplast Yard Net -50%clogged 0.22 5.60 0.07 0.50 6.50 0.228 0.68 WEIRFLOW YD-2A 12'Nylo last Yard Inlet 0.43 11.19 0.05 0.60 4.00 0.120 0.28 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.05 0.60 6.50 0.195 0.39 WEIR FLAW YD-2A 12" Nyloplast Yard Wet -50%clogged 0,22 5.60 0.05 0.60 4.00 0.120 0.45 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.05 1 0.60 6.50 1 0.195 0.62 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.05 0.60 4.00 0.120 0.28 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.05 0.60 6.50 0.195 0.39 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.05 0.60 4.00 0.120 0.45 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.05 0.60 6.50 0.195 0.62 WEIR FLOW YD-3 12" Nyloplast Yard Inlet 0.43 11.19 0.03 0.90 4.00 0,108 0.26 WEIR FLOW YD-3 12" Nyloplast Yard Inlet 0.43 11.19 0.03 0.90 6.50 0.176 0.36 WEIR FLOW YD-3 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.03 0.90 4.00 0.108 0.42 WEIR FLOW YD-3 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 O:03 0.90 6.50 0.176 0.57 WEIRFLOW YD-3A 12" Nyloplast Yard Inlet 0.43 1 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLOW YD-3 A 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 b.50 0.312 0.53 WEIR FLOW YD-3A 12" Nyloplast Yard Net -50%clogged 0.22 5.60 0.08 0.60 4.00 0,192 0.61 WEIR FLOW YD-3A 12" Nyloplast Yard Inlet- 50% clogged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-3B 12" Nyloplast Yazd Inlet 0,43 11.19 0.09 0.50 6.50 0.293 0.51 WEIR FLAW YD-3B 1 12"Nytoplast Yard Wet -50%clogged 0.22 5.60 0.09 1 0.50 4.00 0.180 0.58 WEIR FLAW YD-3B 1 12" Nyloplast Yard Inlet - 50"/° clogged 0.22 5.60 0.09 0.50 6.50 0,293 0.81 WEIR FLOW w Q o CN ^y v 0 N N YD-3C 12" Nyloplast Yard Inlet 0.43 11.19 0.13 0.50 4.00 0.260 0.47 WEIRFLOW YD-3C 12" Nyloplast Yard Wet 0.43 11.19 0.13 0.50 6.50 0.423 0.65 WEIR FLOW YD-3C 12"Nyloplast Yard Wet -50%clogged 0.22 5.60 0.13 0.50 4.00 0.260 0.75 WEIR FLOW YD-3C 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.13 0.50 6.50 0.423 1.60 WEIR FLOW YD-4 12"Nyloplast Yazd Inlet OA3 11A9 0.12 0.40 4.00 0.192 0.38 WEIR FLOW YD-4 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0,40 6.50 0.312 0.53 WEIR FLOW 0') � C10 N 1 NO CN N Q w J Z J (/) LU � O Q Z _ U 1 i w Ln �.: w Uj,J 1/ w LU I-I- Q C: N O 1 CL Q O O T--1 / ` v O M 1 r r Y O O 1••� p a Q U J Q U LU z < Q F w YID-4 12" Nyloplast Yard Net - 50% clogged 0.22 560 0.12 0.40 4.00 0.192 0.61 1 WEIR FLOW YID-4 12" Nyloplast Yard inlet - 50% clogged 0.22 5.60 0.12 0.40 6.50 0.312 0.87 WEIR FLOW YD4A 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0,40 4.00 0.096 0.24 WEIR FLOW YD-4A 12" Nyloplast Yard Inlet 0.43 11.19 0.06 0,40 6.50 0.156 0.33 WEIR FLOW YD-4A 12"Nyloplast Yard Wet -50%clogged 0.22 5.60 0.06 0.40 1 4.00 0.096 0.38 WEIR FLOW YD-4A 1 12" Nyloplast Yard Inlet - 500/6 clogged 0.22 5.60 0.06 0.40 6.50 0.156 0.53 WEIR FLOW YD-4B 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0,40 4.00 0.224 0.43 WEIR FLOW YD-4B 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.40 6.50 0.364 0.59 WEIR FLOW YD-4B 12" Nyloplast Yard Inlet - 50"/° clogged 0.22 5.60 0.14 0.40 4.00 0,224 0.68 WEIR FLOW YD-4B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0,40 6.50 0.364 1.19 WEIR FLOW YD-4C 12' N to last Yard Inlet 0.43 11.19 0.06 0,50 4.00 0.120 0.24 WEIR FLOW YD-4C 12" Nyloplast Yard Wet 0.43 1 11.19 0.06 0.50 6.50 0.195 0.33 WEIRFLOW YD-4C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.06 0.50 4.00 0.120 0.38 WEIRFLOW YD-4C 12"Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.06 0.50 6.50 0.195 0.53 WEIRFLOW YD-5A 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.40 4.00 0,160 0.43 WEIRFLOW YD-5A 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0,40 6.50 0,260 0.59 WEIR FLOW YD-5A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0,40 1 4.00 0,160 0.68 WEIR FLOW YD-5A 12"Nyloplast Yard Idet-50%clogged 0.22 5.60 0.10 0.40 6.50 0.260 1.19 WEIR FLOW YD-5B 12" Nyloplast Yard Inlet 0.43 11.19 0.15 0.50 4.00 0.300 0.28 WEIR FLOW YD-5B 12" Nyloplast Yard Inlet 0.43 11.19 0.15 0,50 6.50 0.488 0.39 WEIR FLOW YD-5B 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.15 0.50 4.00 0.300 0.45 WEIRFLOW YD-5B 12"Nyloplast Yard Wet -50%clogged 012 1 5.60 0.15 0.50 6.50 0.488 0.62 1 WEIR FLOW YD-6 12" Nyloplast Yard inlet 0.43 11.19 0.11 0.60 1 4.00 0.264 0.34 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 0.47 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.54 WEIR FLOW YD-6 12" Nytoplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.60 6.50 0.429 0.75 WEIRFLOW YD-6A 12"Nyloplast Yard Inlet 0.43 11.19 0.11 0,30 4.00 0.132 0.52 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0,30 6.50 0.215 0.71 WEIR FLOW YD-6A 12"Nyloplast Yard Met -50%clogged 0.22 5.60 0.11 1 0.30 4.00 0.132 0.82 WEIR FLOW YD-6A 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.11 0.30 6.50 0.215 2.13 WEIR FLOW YD-6B 12" Nyloplast Yard Wet 0.43 11.19 0.15 0.50 4.00 0.300 0.47 WEIR FLOW YD-611 12" Nyloplast Yard Inlet 0.43 11.19 0.15 0,50 6.50 0,488 0.66 WEIRFLOW YD-611 12" Nyloplast Yard Inlet -50%clogged 0.22 1 5.60 0.15 0.50 4.00 0.300 0.75 WEIRFLOW YD-6B 12" Nytoplast Yard Met -50%clogged 0.22 5.60 0.15 0,50 6.50 0.488 1 1.65 WEIRFLOW YD-6D 12"Nyloplast Yard Wet 0.43 11.19 0.09 0.50 4.00 0.180 0.30 WEIR FLOW YD-6D 12"Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 6.50 0.293 0.41 WEIR FLOW YD-6D 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.47 WEIR FLOW YD-61) 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.09 0,50 6.50 0.293 0.66 WEIR FLOW YD-6E 1 12" Nyloplast Yard Inlet 0.43 1 11.19 0.11 0,60 4.00 0.264 0.52 WEIRFLOW YD-6E 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 0.71 WEIR FLOW YD-6E 12"Nyloplast YardWet -50%clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.82 WEIR FLOW YD-.6E 12" Nyloplast Yard Wet - 50% clogged 0.22 5.60 0.11 0.60 6.50 0.429 2.13 WEIR FLOW YD-6F 12" Nyloplast Yard Wet 0.43 11.19 0.04 0.60 4.00 0.096 0.37 WEIR FLOW YD-617 12" Nyloplast Yard Inlet OA3 11.19 0.04 0.60 6.50 0.156 0.51 WEIR FLOW YD-6F 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.58 WEIR FLOW YD-6F 12" Nyloplast Yard Wet-50%. clogged 0,22 5,60 0.04 0.60 6.50 0,156 0.81 WEIR FLOW YD-7A 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.70 4.00 0.112 0.47 WEIR FLOW YD-7A 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.70 6.50 0.192 0.66 WEIR FLOW YD-7A 12" Nytoplast Yard Inlet -50%clogged 0.22 5.60 0.04 0,70 4.00 0.112 0.75 WEIRFLOW YD-7A 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.04 0.70 6.50 0.182 1.65 WEIRFLOW YD-7C 12" Nyloplast Yard Inlet OA3 11.19 0.06 0,70 4.00 0.168 0.24 WEIR FLOW YD-7C 12" Nyloplast Yard Wet 0.43 11.19 0.06 0.70 6.50 0.273 0.33 WEIR FLAW YD-7C 12" Nyloplast Yard Wet-50%. clogged 0.22 5.60 0.06 0,70 4.00 0.168 0.38 WEIR FLAW YD-7C 12" Nyloplast Yard Wet - 5001. clogged 0.22 5.60 0.06 0.70 6.50 0.273 0.53 WEIR FLAW YD-71) 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.60 4.00 0.096 0.27 WEIRFLOW YD-71) 12" Nyloplast Yard Inlet 0.43 11.19 0.04 0.60 6.50 0.156 0.37 WEIR FLO W YD-71) 12" Nyloplast Yard Inlet -50%clogged 0.22 5.60 0.04 0.60 4.00 0.096 1 0.43 WEIRFLOW YD-71) 12" Nyloplast Yard Wet -50%clogged 0.22 5.60 0.04 0.60 6.50 0.156 1 0.59 WEIR FLOW 30B NO. 182150 YD-8 12" Nyloplast Yard Wet 0.43 11.19 0.06 0.70 4.00 0.168 0.35 WEIR FLAW YD-8 12" Nyloplast Yard Wet 0.43 IL19 0.06 0,70 6.50 0273 0.49 WEIRFLOW YD-8 12" Nyloplast Yard Wet-50%clogged 0.22 5.60 0.06 0,70 4.00 0.168 0.56 WEIRFLOW SCALE N/A YD-8 12" Nyloplast Yard Met -50%clogged 0.22 5.60 0.06 0.70 6.50 0.273 0.77 WEIRFLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.03 0.70 4.00 0.084 0.24 WEIR FLOW SHEET NO. 24 YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.03 0.70 6.50 0. 137 0.33 WEIR FLOW YD-8A 12" Nyloplast Yard Wet- 50% clogged 0.22 5.60 0.03 0.70 4.00 0.084 0.38 WIIR FLAW YD-8A 12"Nybplast Yazd Wet-50%clogged 1 0.22 5.60 0.03 0.70 6.50 0.137 0.53 WEIR FLOW Design Storm Year SO Design Storm Year= 10 Design Year. 10 Pr*ct BmokhillBbcks 9. 10.&11 Job#: 182150 Prepa,ed by: ANIL. PE H 0 O SCOTT R. LINSZ U Lic. No. 035791111, 1.6 6/24/20 � IONAL E��'S Zw O H W z O r p Z O ce J a j J z z z W g f O U O > > �y Z O U W < a LU cc a LU w to w IY Q NLU CD n N CD 7 � LU M Z N N O rn N N W > W ZJT--'`� > LU o J Z = U Z J w J Q OO N U 7 Q T� C;b O T� M O COUl o �MM W o Cie z 0 Q u J a u Q ck� W W JOB NO. 182150 SCALE N/A SHEET NO. 25 �®��®®®m'�®m•®mom ----------------- ----------------- ----------------- ��®gym■®�m�®�� ----------------- �0��®maw®®®®® ®®®®®®®®®®®®®®®®® ---------------------- 465 ISTING GRADE (TYP.) 465 f 46o SIGHT LINE (TYP.) 46o- HT. OF \\\ EYE=3.5' \\\ 455 3,5� \ \ 455 NCE / PROPOSED GRADE (TYP.) 450 \�NcF, 450 HT. OF \ \ OBJ=3.5' \ \ 445 445 / \ / HT. OF OBJ=3.5' 440 440 \ UTURE ROAD GRADE 435 435 PROPOSED END OF ROAD CONSTRUCTION GRADE TIE-IN \ 430 430 425 425 FLORA LANE (EAST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE 420 1 420 1 N o N d L9 N l0 OD l0 r` l0 m N n O m .t 3 '+ r� S co O .t 0 O N Ln m L/1 t t!1 H � H �i Ol kD t` H 00 .NT .t S S S't ^ l0 .t 0 It w .t y� d �D s' �Nl S r N S iD s V^1 iD s d t l `t l0 d Cmn d It It It't e� .Nt d W S m S S N n d 0+00 0+50 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 6+50 7+00 VERTICAL GRAPHIC I'CALE 5 0 2.5 5 70 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 20C ( IN FEET ) 1 inch = 50 ft. 485 485 i 48o / 48o i 475 / EXISTING GRADE (TYP.) 475 / 470 / / 470 / SIGHT LINE (TYP.) 465 465 SIGHT DISTANCE=157 — — — / ------ --- --- HT. OF OBJ=3.5' _ —SIGHT DISTANCE=38o — — — HT. OF 460 — — — — — EYE=3.5' 46o HT. OF OBJ=3.5' PROPOSED GRADE (TYP.) 455 455 01 000 t\ N1 tp �. . �O Q1 l0 `i �m m 00 S t^+1 W 00 r` m m co m O w mCi N vt r/1 m OJ It It S 3 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 46S EUSTIS AVENUE & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE 46o 465 46o HT. OF 4S5 OBJ=3.5' 4SS 45p SIGHT LINE (TYP.) \GN�O�S�PNC� (F5p ce � / SIGHT HT. OF DISTAN 445 CE- / / — — — _ 335_ �' 445 OBJ=3.5' 1 HT. OF EYE=3.5' 440 PROPOSED GRADE (TYP.) 440 435 / 435 \ / 430 \ � EXISTING GRADE (TYP.) 430 1 / 42S 425 a mS w It O H m 00 r\ 6 ID 00 t ml0 mM 00 Nvr\3.O r�A i O N''M Nd O Od t N d •t 00 '0 v%00 rIt aIt It i 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+So 7+00 47S 47S 1 470 1 465 SIGHT LINE (TYP.) 460 1 455 1 450 445 HT. OBJ=3 440 TURE ROAD G 435 (TYP J 470 465 46o 455 45O -IT. OF DBJ=3.5' 44S 440 435 430 / ' 430 FLORA LANE (WEST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE 425 1 425 N O M W H CID .t m N Vt It 00 l0 00 m f\ N Q1 � N N CO00 N O r\ O OD L!1 f m l0 O N N M f 't Ln l0 A Ln ^ I� ^ l0 ^ l0 �O to 1p 0 Ln � .�} r a s 't �. It a s a s a s a a r a s a s a s a It a 0+00 0+S0 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So 5+00 5+50 6+oo 6+5o 7+00 SCOTT R. LINS' Lic. No. 035791 � p 6/24/20 "Aj z p F J C Z 0 Cc O o z L J` Q u ^� � C � > w z L � L W c III 0 rM` Z 0') Q M 0— N lil W 0�/ Lu J N c). L : W > I w_ rl 0// L a— Z _j Lu � 0-6 u z w Q C) ~ L9 O J T� M z ON _ r l7 W V) Y w U z O ulu O V CO Lu , Z w J 0, L W W = z O J Q O 0 o m N u W F u F w w ocl� a w To JOB NO. 182150 SCALE lri _ 501 SHEET NO. 26 1 450 450 1445 1440 1435 430 HT. C OBJ=3. 425 1420 1415 143.0 1405 SIGHT LINE (TYP.) SIGHT DISTANCE=335' - - - - - - - - PROPOSED END OF ROAD CONSTRUCTION GRADE TIE-IN \ i HT. OF EYE=3.5, NCB%35 PROPOSED GRADE (TYP.) l i i i r f' FUTUI E ROADGRAD. E XISTING GRADE (TYP.) 450 450 1 445 OF =3-5' 440 435 430 425 420 415 410 405 O N O O O m n N .ri O co co O0 M n lD m 00 d O 00 0) 00 00 It 0) N m a 00 a O a 'i M O m Ol M 6 N ON m m m a a a a a a a m a M a c a 0+00 0+5o 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+5o 6+oo 6+5o 7+00 FLORA LANE (NORTH) & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE PROFILE 470 445 445 - - - - - - - - - SIGHT DISTANCE=335' ----- HT. OF OBJ-3 5' - - - - - - - - - - - _ PROPOSED END OF ROAD HT. OF \ CONSTRUCTION GRADE TIE-IN 440 — EYE=3.5' \ 440 p/STgN 435 V �F, Z-1 435 ROPOSED GRADE (TYP.) \ SIGHT LINE (TYP.) 430 430 EXISTING GRADE (TYP.)-\ OF 4�5 FUTURE ROAD GRADE IT. BJ-3 5' 4�5 / 420 420 tf) N tD 0) O a O� 0) W m m m M Qm mm a d a a d a H a a Mm m M a N a 01 M 00 OD VN) m M It s a s s M 0+00 O+SO 1+00 1+SO 2+00 2+SO 1+00 I+SO 4+00 4+1;0 5+00 S+SO 6+00 6+SO 7+00 FLORA LANE (SOUTH) & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5. ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEE'C ) I iucL = JO ft. 470 465 465 \ GRADE (TYP.) 46o 46o SGy�07S HT. OF OBJ=3.5' 455 \ \ \ 455 SIGHT LINE (TYP,) HT. OF EYE=3.5' � \ 450 � � s/ Gy\p\ST 450 AiyCF �\ 80 445 PROPOSED GRADE (TYP.) 445 ]HT. OF OBJ=3.5' 440 440 O O N °n 0 mco ul f 0 lD lD V w Q1 In V1 a a It ^ a D$ rri a a a a L a a a a s a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FLORA COURT (NORTH) &FLORA LANE INTERSECTION SIGHT DISTANCE PROFILE 20 46o 420 -EXISTING GRADE (TYP.) 420 HT. OF OBJ= 3.5' � 415 yCF 415 aSIGHT LINE (TYP.) 410 \ 410 PROPOSED GRADE (TYP.)-\ HT. OF EYE=3.5' 405 405 400 400 N N 07 N N N c^i m M 0) 'i 1� 0 m co O m a a s a I a a It a 't 0+00 o+5o 1+00 1+5o 2+00 2+50 3+00 PARK ENTRANCE INTERSECTION SIGHT DISTANCE PROFILE 46o HT. OF OBJ= O. 455 �s�y 455 \ w �/\q // ISTING GRADE (TYP.) �N\F\80 SIGHT LINE (TYP.) \ \� 450 450 445 HT. OF /Gy '� Tplg T 445 PROPOSED GRADE (TYP. EYE=3.5' �A�Cf 2 HT. OF 440 OBJ=3.5' 440 435 435 rl � N N L. N N . O 00) N N N m n 00 O) '';1 n 6 a O) ^ lD M N N O) O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FLORA COURT (SOUTH) &FLORA LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. Ct?LLINS'Z Lic. No. 035791 .11 6/24/20�� Z z p o Z o 6 J CO L ¢ ` O V) � z rA w I V' L W N N w O N Q n � Y %D 0 ti z 06 Cn Q N J Q N O Q Lj) WN O LLJ N � � W > w z J 1� Lu � 0-6 V 'z _ w Q O L9 O J T� z e ON U �7 Y Lu U z O ul D O V F_: W z w Lu U) ` w c j i--i = z z J � w O J < o O O W N U w u o ~ O a Lu Ln JOB NO. 182150 SCALE III = 50' SHEET N0. 27 r i i i i i i i / ROUTE 29 BUFFER 70' UNDISTURBED _ p moo' WIDE BUFFER ALONG ROUTE N BUFFER ag TO SCREEN THE DEVELOPMENT. - _ 1' SEE NOTE, THIS SHEET. - — --- _ - 30' PLANTED/REFORESTED BUFFER NOTE: 30' PORTION OF THE ROUTE 29 BUFFER MAY BE DISTURBED FOR GRADING WITHIN THE DEVELOPMENT, AND SHALL BE REPLANTED WITH A MIXTURE OF I, - - - - - - - - - - --- -- __ DECIDUOUS AND EVERGREEN SHRUBS AND TREES TO - - - - - BE APPROVED BY THE DIRECTOR OF PLANNING. — _�_ _ --- ___-_- - -- - - -- - -- -- - -- -- -- --- -- -- -- --- — - - LOT LOT LOT Ir24Tr I LOT 22 23 LOT LOTLZOT ILOT LOT LOT LOT �25 25 - 2O L6T 27 28 30 31 32 33 LOT - - -- MAINTENANCE LA EDASEMENT- IISCAPE �� d II I. - _ r a✓_ter -, l G�i `2G \ LOT (9) OS STREET P➢ x r {i6) OS STREET I P F / Si TREE (TYP) .�/ y / " 'TREE (TYP.) / . °teakLOT � t` ��. � � I _ � — -_ 3 EXISTING STREAM / � � IT z w g f O U O z Q o C6 J � VJ ' z = Z W p � o U O z 0 J ¢ W J uu III ~ Lu Z LU Co uu III ¢ W d W NIli 00 N N w O O F- N N ¢ n 7 ■ U F CO w 40 o ao 4o Bo _ —� L f,-.-- i41a�— BOUNDARY (TYP.) . - LOT\\:. I \ / 503. - _ = 1 =4O gs J �' LOT \ /� ( IN FEET) _ ` � � W SHEET NO. MATCHLIN - SE H T z V� f 9"�i / 1 inch = 40 ft. —Q LLI 28 LOT '' ` / (!1 PROPERTY BOUN/ARYITYP)i LOT Conservation Plan Notes:-- / 85 �r r v .,I LOT PLANT SCHEDULE: 1.ALL TREES To BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON 4 MATCHLINE - SEE SHEET 28, 45 SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TOTAL AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE LOT T / CANOPY TREES 4 CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 3 /\LOT /2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION / 8 �' ��46 N QS QUERCU$ SHUMARDII $HUMARD OAK 2-1/2'� Cal. 143 329 47047 MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES / � \ TOTAL 47047 TO BE PRESERVED AND PROTECTED. LOTLOT t,. LANDSCAPING NOTES: 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER 8347/`i. i LARGE STREETTREE PROVIDED EVERY So'OF STREET FRONTAGE. MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL ,/z.STREETTREESSHALLBELOCATED5'MIN.FROMDRAINAGESTRUCTURESAND1o'MIN. NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. , PROPOSED LANDSCAPE ;\ /MAINTENANCE EASEMENT/ { � FROM WATERLINEAND SANITARY SEWER STRUCTURES. 21 1ev 5TREETTREES SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATUREHEIGHT4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES \ \ � 3LOT \ 1' \ / �` `TO BE PRESERVED AND PROTECTED. z3 ec 82\kTHETOPPING OFTREES IS PROHIBITED- 5TREETTREES SHALL BE PRUNED MINIMALLY AND 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF XISTINGSTREAM p i, // kONLY TO SUPPORT THE OVERALL HEALTHOFTHEPLANT. TREES TO BE PRESERVED AND PROTECTED. 9 A y / �_ x v" \ V 4. 5TREETTREES LOCATEDWITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALLBE PRUNED BETWEEN z'AND TABOVE GROUNDASACLEARZONETO PRESERVESIGHT LINES 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HASAND ACCOMMODATE PEDESTRIANS. BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY i - •/ -" TOTAL STREET FRONTAGE=6 iENGINEERING DEPARTMENT. 5 r9 5� LOT \ \ r\ ,%� REQUIRED STREET TREES: i3g (3 TREE PER EVERY 5o' OF STREET FRONTAGE) 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, �/� / 81 ,��, x f ' LOT \ \ PROPOSED STREET TREES: :t43 TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE r� r �' / b 58 > \ NOTE: zo7g'OFSTREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF) PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS \ .1 ' REQUIRED STREET TREES: z OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL i ,/ \ < / 4 BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL LOT ' \ !� /� PROPOSED STREET TREES: 46 SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. go LOT !� .,r , NOT E:z,54z'OFSTREETFRONTAGE A LONG FLORA LANE 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PROP IleY SEDLANDSCAPE % �� ( 59 � �oTs LIMITS OFGREENW . ) / REQUIRED STREET TREES:p PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH ®MAINTENANCEEASEMENT y va9L FUTURE PUBLIC GREENWAY TO BE �/ PROPOSED STREET TREES: 53 THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS x FfF2 DEDICATED TO ALBEMARLE COUNTY / NOTE: 597'OF STREET FRONTAGE ALONG EUSTIS AVENUE INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. LOT , / �FG /: REQUIRED STREET TREES: 12 � 2 F AT TIME OF FINAL SUBDIVISION PLAT, /5 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE I 79 �f - 'G LOT \ '�%. PER PROFFER#z OF ZMA2oi8000ii / PROPOSED STREET TREES: 12 PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON 60 NO 8'OFSTREETFRONTAGE LONG KOCH COURT BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND LIMITS OF GREENWAY. \ NOTE: A / Y '/ — _ ' MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. FUTURE PUBLIC GREENWAY TO BE REQUIRED STREET TREES: 25 fV \ // _- LOT , • / PROPOSED STREET TREES: zs EDICATED TO ALBEMARLE COUNTY / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION 7g/ f'— LOT ,T / \ �� NOTE:44g'OFSTREET FRONTAGE ALONG FLORA COURT CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. AT TIME OF FINALSUBDIVISIONPLAT, v 6z \ / y �: REQUIRED STREET TREES: g PER PROFFER #z OF ZMAzofB000u � / . f ��-�i \ � � V A � ', � � 7 PROPOSED STREET TREES: g LOT V/ EXISTING STREA 68 LOT 69 / / O v �o EXISTING too YEAR FLOODPL, 0 0 \Jrj) r ® x LOT / 70 LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE XISTING WETLANDS (TYP.) DEDICATED TO ALBEMARLE COUNTY / LOT / AT TIME OF FINAL SUBDIVISION PLAT, Jz PER PROFFER #z OF ZMAzoi8000u �� x ✓ � LOT / 72 NOTE: SEE FINAL SITE PLAN FOR LANDSCAPING IN OPEN SPACE AND BUFFER AREAS. r / IB92 338 FENCING AND ARMORING '1►l� DRIP UNE Itaii +w III I III ,!I ,II„ ,I.iI:III II!L,!�,u;l�!,Il�l�lljl jil' Ili IIPI :'. okcaC FENCE CORRECT •. OF TREE FENCING AIR �I/III I \I� 001 CORRECT TRU RING TRIANGULAR BOARD FENCE ;COTT/R. CT3L[JNS7 Lic. No. 035791111, ;, 6/24/20 Aj H z w g f O U O z 0 F J a a > dyyi Z= u O O oo to J < OU W w OZ a�a Z Q 5 ,� LU u CC w <Z W N II 00 N N W O O Q n 4 L ti C M z Z CA N � � o N O W C') N O N W > 1 LLI T� Z J � 0-6 z Q / \ / Sours: Va. DSWC Plate 3.38-2 O 111 - 401 L9 0 r..q z �PROPOSED 8"SANITARY SEWER (TYP.) t� i / /I \ I \ EXISTING STIREA I LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE —DEDICATED TO ALBEMARLE COUNTY ATTIME OF FINAL SUBDIVISION PLAT, j PER PROFFER #z OF ZMAoi8000ii 5 GRAPHIC SCALE \ S, / / 40 0 I yo I IN FEET j 1 inch — 40 ft. I \ �Y / WITHLE RUBBER H SE GAUGE WIRE WITH RUBBER.HOSE&TURNBUCKLES / L 2"x2" HARDWOOD STAKE / > CUT& REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCHSAUCER J FINISHED GRADE / I TREES UP TO 4" CAL. SHALL BE STAKED. / TREES 4' CAL, OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #11 GAUGE WIRE WITH HOSE HT TREE AND TURNBUCKLES, LOOP HOSE _ AROUND TRUNK ABOVE BRANCHES ASSHOWN, FLAGWIRESWITH / II *ITT COURVEYTAPE. REFERTOSPECS FOR ADDITIONALINFORMATION. I AMENDED SOIL MIX � I— III�II / COMPACTED SUBGRADE Tree Planting and Staking Detail Evergreen Tree Planting Detail / Not To Scale Not To Scale County of Albemarle T 40 -1 Conservation Plan Checklist —To be placed on Landscape Plans U (Handbook, pp 11i-284-111-297 for complete specifications) U I ^ 1. The fallowing items shall beshown on the Rise: I Q 93 Trees to be saved; ® z Limits of cleadvg (ou6ide dtipline of trees to be saved); Q LocaSon and Type of protective fencing; 0 Grade changes requiring tree wells orwalls; L.I..I U Ea proposed trenching or tmmeling beyond the limits ofemaring. O 2. No ID All trees lobe saved shall be marked with print orribbon at a height clearly visible to equipment operamm . ZI ® Noguading shall begin until the treemaking hes been inspected and approved bye County inapecror grading LA 3. Pre -Construction Conference: I_.: CID fl Tree preservation and protectionmeaswes shall be reviewed with the contractor on site. 4. and Sturaee: I ' ' Uj TREES UP T04'CAL, SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. ILI Heavy � Heavy aTuipmen4 vehicular traffic and storapeo£consanction materials including soil shall not be permitted within me driplinm of o-ees equerationipment, to be saved. z TREES OF 4" CAL. OR LARGER SHALL BE _j GUYED WITH 3 EQUALLY SPACED, TWISTED, & Sea Erosion and Stermwater Detention Devices: AND TURNBUCKLES. LOOP HOSE AROUND 93 Such devices shall not adversely affect ruses to be saved. TRUNK. WIRES WITH 6. Fires: FLAG COURVEV TAPE. fl Fires are not permitted within 100 feet ofthe dripine ofirees to be saved REFER TO SPECIFICATIONS FOR 7, Toxic Materials: Ui FURTHER INFORMATION KI Tow materials shall not be stored within 100 festafthe dripans oftrees to be saved N L/ O S. Protective Fenelne: El Trees to be retained outdid 40 feet of aproposed building or grading activity shall be protected by forcing. II//fk,L��JJJ./�/� � O El GUYWIRES WITH RUBBER HOSE AND Fencing shall be in place and shall be imported and approved by a County lospeetorprior to grading or construction. 9. Tree WelL,: V TURNBUCKLES 213 UP TREE El When the ground level most beraised within the driplum ofa tree to be saved, a tree well shall be provided and a construction detail submitted forapprov.L O O W HARDWOOD STAKES, ALIGN ON!® T TOPP OF STAKES lo. Tree Wells: When the ground level most belowered wine ithn the dripla tree to be saved, stung was shall be provided; and fl construction detail MULCH SAUCER submitted ferappreval. AMENDED SOIL MIX. 11. Trenchine and Tunneling: ZI When trenching is regnredwittan the lirnts of cleanng, it shell bed... far away from the fnrds of trees as possible. Tuumeing U W J F under a large tree shall be considered in an alter native when dis anticipated thatnecessmy trenching will destroy feeder roots. F 12. Cleanup L j ® Protective fencing shall be ihelast items removed during the final cleanup. � w _ CUT AND REMOVE BURLAP FROM TOP 13. Damaged Tice., JOB NO. 1/3 OF BALL AS SHOWN trey shall be treated immediately by printing, fertilisation or othermethods recommended by atree specialist. 0 DunJHE SCARIFY SUBSOILTO 4" MIN. DEPTH NOTE: IT DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 182150 REQUIREMENTS. COMPACTED SUBGRADE SCALE 6/24/2020 1 ff=40' OWNER SIGII (DATE) SHEET NO. CONTRACT PURCHASER SIGNATURE (DATE) 5111W Page I of 1 29 BOX CULVERT DRAINAGE PLAN i SCALE 1'=200' �■ram �■�♦ •.,� I I � I \ \�\\ I 1 = CULVERTAI�//'�� NEW I � FINAL TO=0.32 hrs. -�-850' OF CHANNEL FLOW @2' (Tc-0(Tc h) hrs.) / %� J 100' OF OLF w A ELEV.-5' Tc-0 23 hrs. _ - �// /ice ^\ o • l I I l I,� ' _ J \ \ . .\� \, . 1 ; • 1 ♦ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ III i I I J �^ �� /� ■■00 • i i,s- / �AREA ROUTED THROUGH WETS y 0 So POND IN WPO 2018001051 /� � (THIS ANALYS ATIVELY / I I I w �- . ASSUMES Z RRO A ENUATION) -� / I z �- I IIIIIIIIIII,J � l �✓� � - � � //�� I \I\\\\\ - -�/ �/ jl/ � ////�I%j�`�� I - - WATERSHED SUMMARY Area, 10-year Flow, 25-year Flow, 100-year Flow, � /j � C N ac. cfs cfs cfs17 Culvert #1 57 60.50 74.42 121.15 219.74 �5 III u o w N V.- 6, oWOOOO 000 �� - .0000 ----- ONE (1) PROPOSED 5'x5' _ -- REINFORCED CONCRETE �\ BOX CULVERT "PROPOSED VDOT WSTD. \ CONCRET€-HEADALL - -\ WITHOUT WING -WALLS 0+00 ---- - BLOCK LIMITS, TYP. _ -- PROPOSED VDOT CL. Al RIPRAP LINED UPSTREAM ENERGY - DISSIPATER, WITH FILTER FABRICY7NDERLAYMENT, FILTER -- -FABRIC TO BE KEYED INTO THE EXISTING GROUND'A --- MINIMUM OF 9" AT THE ENDS AND ALONG THE PERIMETER, -- --- AND. THE STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF --- - - - - --12". ENERGY DISSIPATER DIMENSIONS: 10' LONG, 10' -. - - - - - WIDE AT THE CULVERT AND 18' WIDE ATTHEEND.-STONE- - - - - THICKNESS 18"-- PROPOSED_.-, CULVERT CROSSING \\, v �' �� I � i✓ v BOX CULVERT DETAIL �--LIMITS OF PROPOSED VDOT CL. AI RIPRAP LINED DOWNSTREAM .-- GREENWAY, TYP. -- - _-OUTLET PROTECTION, WITH FILTER FABRIC --�` UNDERLAYMENT. FILTER FABRIC TO.BE KEYED INTO THE --_- -EXISTING GROUND A MINIMUMOF 9" AT THE ENDS AND - --- ALONG THE PERIMETER, AND THE STRIPS OF FABRIC- SHALL -OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER - _ DIMENSIONS:. 16' LONG, 15' WIDE AT THE CULVERT AND WIDE AT THE END. STONE-THICKNESS=18" oo� - � \ �3+16 �\ 0 J PROPOSED VDOT STD. CONCRETE HFADWALJ. WITH 450 WING WALLS PROPOSED-CAILVERT DIMENSIONS: _ - - 250.00 LF-@ 3.04% INV. IN=403.10 INV-OUT 395.50 - PROPOSED VDOT CONCRETE HEAD WITHOUT WING \ PROPOSED VDOT CL. AI RIPRI LINED UPSTREAM ENERGY DISSIPATER, WITH FILTER FAB UNDERLAYMENT. FILTER FABRIC BE KEYED INTO THE EXISTIN GROUND A MINIMUM OF 9" AT' ENDS AND ALONG THE PERIMEI AND THE STRIPS OF FABRIC SH OVERLAP A MINIMUM OF 12" ENERGY DISSIPATER DIMENSIO 10' LONG, 10' WIDE AT THE CULVERT AND 18' WIDE AT 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. A40 440 435 435 430 430 425 425 ROPOS D GRADE 420 415 0 410 TxT REINFORCED STD. CONCRETE BOX PROPOSED VDCT STD. WALL CULVERT CONCRETE EN WALL VALLS - WALLS WITH 450 WING 405 MISTING 405 GRADE iP ZIC \ .\ TO ..w. \ HE a00 IN 4 3OLF@3.0 ° \� 400 ER, ' OU7'>3 \. S.So \ NS: E �. PROPOSED VDOT CL. AI RI RAP LINED DOWNSTREAM 395 I LET PROTECTION, WITH FILTER FABRIC UNDERLAOU TENT. FILTER FABRIC TO BE KEYED INTO TF E E�ISTING ROUND A MINIM M OF 9' AT THE ENDS AND 49SERIMETER, A, FABRIC F 12'. ENERGY ISSIPAT R S ALL OVE kLAP A MINIMUM D MENSIO S: 16' LONG, 15' WIDE A THE CULVERT A D 390 21' W DE AT THE END. TONE T ICKNES =18" 390 CD co CD � m 0 N Oj OOj NO m Esiie O 0- O [O 00 O W m� 0) ° �� d � hI 0+50 1+00 1+50 2+00 2+50 3+00 3+25 BOX CULVERT PROFILE CULVERT NO. 1 SCALE 1'=5' (V) SCALE 1'=r5O' (H) Project Brookhill Neighborhood Blocks 9-11 Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Rev. Date Date 2/7120 STATION: AHW Controls CROSSING 111 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 ASSESSMENT ADT Skew ° Cover Q 25 = 121.15 CFS Detours Available Length Q Design= 135 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 403.10 So= 3.04% Inv. El. 395.50 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. 403.6 L= 250 Orig. Gr. Elev. 396 Q = CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End Treat COMMENTS INLET CONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth (1)-5'x5'BoxCulvertw/45"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 InietControlled Note: Design assumes lower 6" is submerged FF Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUMMARY& RECOMMENDATIONS: Base Flood 1"/o Exceed. Prob. Elev. SCOTT/R. (71,*tLLINS'Z lAc. No. 035791 ,E p 6/24/20 OA %L15110 rAt, 0 ; F- z w E f 0 0 z 0 0 > U/ U Z ZW En o OZ� 0 _IJ a ��F_ ,w W Z w Co H) 1=4 a w a WLn 0 0 N N Q n V L ti M Q N M N W (7) N o N W > 1 LIJ Z _J W z _ U) w a J O 0 W J _ V) V W Y o LLJ U m LZ O U) J '" /W Z UJ 0 J U) H� J W p J O �Q V �MM O W N U LU F_ w �0 CL w _ w JOB NO. 182150 SCALE AS SHOWN SHEET NO. 30 20IC ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 9CS-DT sport-81/2 a,, BLI - C Er Spa. - D sot 4 H, T, BH1- " 9" lyp. 3n g" 1yn SHAN T• a HGHT a BVt 9V, f 9H? �1 T7 8U-AS o a t2"-R TYPICAL SECTION GENERAL NOTES: C.... lty AASHTO HL-93 L.c:,q Soecihcalion!' Consirucllon: Virginia Deportment of Transportation Rood and Bridge Scoic4dotians Design- AASHTO _RFD Grid a nniqn 5vecipcaNans, 51n Edition 2010; 2011 Mlmlm specifications, and pwls. All concrete troll be Class A4. 0etmmea reirlw clog burs 4noA Lunlmm to ASTM A6.5, Grads 60. AA ronror cr,q bar dmenswns an Ind dala8nd arowinge pis to centers or bars except where otherwise holed And we sublaet to loDrlcotlon and construction tolerances me BX3 won Coa6bM ut11on jowlts oPool be constructed and bonded .h oucmdmce wdh the ,:ur•ent VOGT Read "ern H nate ems and Bridge Specifications. lost r.quend ecorels more to 35'In leflin shall be pouted k sections by WondMy vertkal construction joints net esteeming 2beMeen lasts her mare than 30' tram on of Corrals. LI all cohere ## Bars 9H1 and 8H3 shop nave a pin eiaenbtar b( 2A bar ddm inw.. O:man,ods on nor 6ograms are out -to -out of bats. Bors we straight unless otherwise show, The nuurr�f1b�, a' I and 8Lm 2 bars no.. in the table i9 Ina number of towp�tuoinal bp,= -^ the typical sectioon and m y not a?uol the total number of qws ,squared. 6LI and BLl � II have a 10 of 30 bw dgmetsrs al splices. At construction lomls, first Placed bw3 p 0 1 I_ oar diameien fief ontl the mot g%tmndtea OUAN/LF 9nlon far ronfPtdng le does LrJ: T3 Ilhf p"n-r,l y for lope vl tlL� ono BL7 boas. Tne codliviv weight per lOdg0lJ al lap ef sr•,wn n n= T^r 11 collar at main reinforcing pars shall Do Y/r" from the loco of the concrete tar cub. ore• 0 to 2 fool ❑As and SNOT be 2 from the face of the concrete for all other All r,V steel to, culverts under 0 to 2 fast nAs shop be low tarpon/chromium reirtiocinq sI.el ,rmnsg 1. ASTM A1035. Al foe CAnnaetwk option. Got tiers may be spliced at the worninerde minsirucoan jalnt i, aide, to lacYLOi{ate atrucl on. No Walihonal cpmpnnsaban shall he WOVW@d Is, +he bitfeove in rddfwcldq sleewol'tity ape to the spices. Headwall 9wpnlilies shown assume, wingwalls me to ne built of c 45" mglp to Inc neodwol. am er IWSWIe M1e tleW are livable to the III height and plge, tandiliwlg IndeOted. M change in the construction cprvYllAnwS�Invdidoles these Aesigrls. g r g ic l lyp. Wir,gwyAe r terraced dat by letter apply d. wnM +ne acceptable of llp Il Ron level Is a same far tel - w woopss. I foundation levels we dJferenl, the fight of lbw win9w� 3S. II fi adjusted by set_• of nnoleef vile. ea dinppwall of low app.barmle nniyhl For wiywaA aetala, refer to alvndora BCW for the Moravia[6 fill slope. For d.1m, a1 *.lending sx.efmg oo,ee, lore, to 4tanaald 8CE-01. Fa, modification of dela44 lot Skewed culee,te eed 1M staked ad. detail¢ ;rClutled to me road plans. This standard "Oil be used Witt, the BCS standard sends, A COPv OF THE ORIGINAL SEALED AMC 5101,0) DRAWING IS ON FILE IN THE CENTRAL OFFICE. DOROM AND 9RSTnNOAFL'•5 ^E JFI, 111 ' SINGLE BOX CULVERTS REFS SHEET IGF 2 REVISION DATE STANDARD DETAILS 1002,0, 07,12 VIRGINIA DEa MTMENT OF 7RANSPORTATION 2016 ROAD & BRIDGE STANDARDS GENERAL NOTES $p lcr.T.P}IDne: LR D 0rrd ] r. S a menen. San eatu.m. 2810 2011 lntrtn Fe",s and qqpp 1l� as 9 a W i an+, VOST Moai cat!onfi'� R Units of valtafty for Standard WlhQwall dada. It's atvnmrd ringwal dostaos ore na3ed ad the t.Aawina rssumntiansr "ore 'asn'ro step turaltoodcorng rection7idween ins wall and the pox culvert trffmosec flack I sst F i ,i n I fr 4e pck. y slap �cfa�m yr sn4 rT,ldar material With an root Icilbn anGa of at kmT SZ•. ane dui the ne�a'+T Io±MTto..0R nil be eyollhaannddtloompat More ors owY rp material within a arsicnce of Drainage Tne Camacta• shall movlde This dramas s stem ndcartsd on .nest I. ap d1� ru pnL� Too Moll re0u4rea�]sndll tieraloentc!1 tAgthercost bri 1u= Lonete�r nan-rla!d t,A'na al Concrete AA concrete shall pe Closs A4. Retnforesmeni •w""m�Rj,a kbAmalnq poregs pool (cgqYYlnlf arm To p$YM A61 i%aaa 6[I p relnFowing bar dlmsn.4fins do dalldaTlO�da naadar'g13tr�atlAn Alorancalni dtlr3 axcaD Vnara a'fner wRSIt totes alto we eublii to Dimension an or dag•ams we .ut-to-oar of pare. Bars me .1,algnt unless otne,owe shown. The concrete corer to the outermost reinforcement bms shall be as 1`911bw4t We }a�mtnlg toll fWe61 3° r"lfllmlan Ld�er LI ell ii 2 " munmum cell /x a Contra tor'. o t7 n WV Swiss bw may de Rcea at t of the foots 1 w to t a w AA �a fgL}1'.ryT•f e f npYr ins Jgp C ny Ir p or n r!�n ¢4 5n N Wo flivwl bmae Dail alReDot, dama�Ja�tne InCreOSa ra�nfOrC!nagge180 eoI ITy No to ih6 6pnLefi. Mleoescomus n I eeeDhdles wall M obcea of the IowasT Mint tswlAle p free me na away from me w Qa Y g. Win d f r i Rn Mena t Fow T pe I ie ere }o be use o stew toss 9a and a a a up o 20'_ Iva T. Iona Y C ♦♦ C 7e AS*- two Type I Wln a ar9 To be uses ar sxews on- 25• i Fm skew¢ a ova $ add dpsi wingsgxe¢nlrsaulQean. Inc wplWngwul to bepUsed far each Cu�Vs•t (s shown an �nD 0C aa'rles sneaYa.� MBcoreC. sanyac, ow. 01 thaw a dr ibra,A I aTda}ea Faso gesr4nsna omdr wnalt'rns Quantities known me 'or am, wfl WING WcR Quantities ter Hp N End gr_ma ker Las End Cwwrnie 11 Rwiniorcemant LB A 2.3 209 0.41 0.46 0 2A 245 1A.. 8.46 C 3.2 273 121 0A9 D 4A 3" 1.44 C52 E a 4 1 3 6 1. 49 8.52 F 49 176 i .71 0.52 C SA 434 09 0.55 H 6J 463 2.23 0.% 1 7.1 552 zle 0.60 J 7.7 584 ZAG a" A EIA 672 2.43 0.65 L 9.3 738 7.70 11.65 M 30.3 870 2.76 0.71 N 19.7 950 3.95 6.85 0 H.7 UI+ 110 e.85 P 13.2 1172 3.17 0.R8 0 14.9 1337 g45 am N I5. 3 1444 3. 51 0.95 S 16.5 1591 3 ?55 0.95 T 17.5 1695 _1J% 1443 L 18A 2002 3.92 1.03 243 2738 3.99 1.11 w 167 -n . e_ 4.0. 1.11 y 27.0 igae 4,]9 Ire? 1%7 333t 4.36 I.N 319 3518 4.4E 1.3% A4 35.9 3@76 4,5G 1.39 013 36B 45,W 4MA 1.48 CC 41.0 4747 4AS 1.9 DO Sao 5684 4.49 1.71 EE 52.6 63!3 5.)a III A COPY OF THE ORIGIWI SEALED AND SIGNED DRAWING 15 GIN FILE IN THE CENTRAL OFFICE DOT WING DETAIL SPECIFICATION XV ROAD AND BRIDGE STANDARDS SHEET IGF a REVISIGN DATE 2� i FILL SLOPE - TYPE I 1007.01 07,12 VIRGINIA OEVARTWW OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS BCW-21 WF4 WF5 WF6 u LENGTH TH LENGTH WING SIZELENGTH SIZE FROM 7C VAav pv FROM 70 V414v pr 511 FROM TO veRY 01 FNOM TO VARY gv A 4 6'_r _ _ _ _ _ _ _ < 3'-A• 2'-P a'- IV 4'-9• T-IB' 0•- 1%, B 4 1-2• - - - - - - - 4 3'-4• 2'-6' 0.- IyA' le-9- 3'-I8' 0'- Ilh- C 4 5'-2" _ _ _ _ _ _ _ 4 3'-4• 2i' ar- t • 4'-9• 3'-IW a-- ly' 0 4 W-3' - - - - - - - e 7-10r 2'-6' 01- lip' 5'-3' 31-I0' 0'- 116' E 4 'P _;: - - _ - _ _ _ 4 3'-Ir 2'-G' is- IV 5'-7 3'-10' 0'- 1%, F •I -?• _ _ _ _ _ _ _ A 3'-10• 2'-6• 0'- lyf 5'-3• T-10' a'- ly'. G 4 I2'__• _ _ _ _ _ _ - 4 4-4• 2'-6' a,- I 5'-q' 3'-10' 2-11. H 4 13'-T _ _ _ _ _ _ A 4 -4• 2'-6' 01- 1%. 1'-1. 3'-M. a'- 1%. 1 4 )llvv + 4•-il' 4'-2' a-- 11/A• 6'-7 5'-6' a.- lyt• A 1 4.-10' 1 2'4' lo- 2' 9'-3• 1 -iP 0•- 2' J 4 15'-4• 4 1 4'-11' 1 4•-1' v- I%, 6'-7 5'-T it- 1i4' 4 4'-10' 2-6' 9'- IV 6' 7 3'-10• a'- I%- 4 4 I61i• 4 5'-5• 4'-5• a'- Chi B'-9" 51-i0' 0'- Ih. 4 5'-4' 2'-6• 0'- 2 6-9" 3'-I1e a- 2' L 1 f7 -5' 4 , _I. a• -a' 0'- Nth' 6'-9" 9'-q' 0'- Ih' a 5•-4' Z'-6' B'- 2' B'-q" 3'-11' a'- T M 4 18'$ 5 5'-11' 4'-9' a,- tV 7'-2' 6'-I• I' IV A 5'-10' 2'-S. a'- 2E' 7'-P 3'-11" 0'- 2'/s' N 4 iff-5' 5 5'-I1' 41. 9. 0•- 1%. T-2' G'-I. a'- IV. 4 5'-10' 2'-E. 0'- 21ti' T-2' T-lty a-- 2%. 0 4 19'-B' 5 6'-4' 5'-2- a' IV r_V. a,_v a'- IV 4 0'-4• 2--0r a-- 236. 7'-a. 3'-71" a'_ 24' P 4 20'-6• 6 6' %P 5'-5• 0'- IV 61-2• 6'-9• V- 1%1 4 6'-la' 3'-0• 0'- ZIA' 81-2• 1'-5' a'- ZIA• 0 4 21'-6' 6 6'-11" 5'-6' 0'- IV.- 8'-2• 6'-4• 6'- 1%- 4 6'-10' 3'-0. a.- 2H1' B'-21 4'-5' 0•- 2A. R 4 22'-7' 5 61-5' 51-1' 0'- !A' 7'-9' 61-5• Is- IN' 4 T-4• 3'-0' 0'- 214• a' -a' 4'-5• 6'- 2'A' 5 4 23 -7• 5 61-11" 5'-6• W- IV W-2• 6' 111' a-- !Ys' 4 11-12• T-0' 1 0'- 2h' 9'-2' 4'-5• 0'- 2ye' T 4 24•-1• 6 1 6'-II' 5'-T a,- !V e'-2- 6'-10• a'- 7'-10• 3'-0• a'- 2V 9•-2. 41-5• 0'- 2%. u 4 25'-W 6 2 d'- t ' % _i• B _ T-N' 0'- ' 36' e 2 3'-a' 0'- 2 1 . k 9'- ' H 9'-5' a'- 2 ' 3¢ V 4 26 '-IO' 6 T- T _5' 5 _ a'- 2" a'-10' 6'-8' 0'- 2' t d'-10' T-1' 0 •_ 2. • 16 70 '-2' 4 =5' 0'- 2 ' W 4 T_ 2 11 7 8'-8' 5 ._q. a' 2' _ 9' 7 7�_ a Y 0' _ 4 q. q. _ T 1' _ 6' 2�' la-B' _ 9' :: _ 74 0• 23I' X 4 29'-0• 6 6--9• 6'-4' a'- 21b' 10'-6' B'-2 a-- 2A. S 10'-4' T-7' 0'- 2%' 12'-2- 5'-5• a' 2%. Y 4 30'-1' 6 9'-II• 6'-9' 0'- iy4' 1T-2' 9'-0' a'- PA' 5 ]V-4' 4'-1" Is- 7 13'-81 6'-5- 01- 3- Z 4 3I'-2• 6 'a'-1' 6'-IB• 0'- 2' 12'si' 9'-1' 0'- 2' S 11'-i0' c-1" 0'- J' ,4 _2' 6'-5' 0'- 3" 4 32'-J' 1 :0 _7• 7•_ • 2 _ 0' 2. }5 12'- ' 9 9'-5' _ 0' 2 i5 S 12 •_4r A•_ " I _ 0' 7 yg 1 A 4•" • 6'-� 8 - 3 ' i5 BeBp 4 33'-6' 0'- 21h' 13'-1- 9'-II" 0'- 2/1 S 13'-4- 4'-I" 0'- 314" '.Y-8' S'-a' 0'- 315' CC 4 p•-T 7 11'-10' B'-I' W- 2V 14•-1- lo`. a'- 216' S 13'-!@' 4-I" 0'- 3yt" 16-2• 6'-5" 0- !%j' OG 5 35'-7' ) II'-10' 8'-2• 0`- 2yt' 15'-1' ti'-5" a'- 2Yt• S N'-4r 4'-7' is- 346^ 17'-@' 7•-11• EE 5 36'-8' 7 l2'-0• 8'-3' 0'- 2V 15'-7 IV-6" B- 2i(1' S 11'-10' 4•-T 0'- 3'1}"1 Ilb-2- 1 T-11' 1 r- 3y4' SrMMETf„-.. .......- n .... ...-.... (WITH WING1 (WING REMOVEDI DOWNSTREAM END1 (0157REAM END! END ELEVATION JPSTREAM DOWNSTREAM BARREL L04CT14 (OUT -TO -OUT Ero z FILL SLOPE a"xB" F1LLI 2^ r/WP OF 76P SLAB � rHW- 12" R uPSTREA4 END (OPTIONAL AT DOWNSTREAM ENC) 12"SECTION A -A INTO WING) REINFORCING BAR a DIAGRAMS o p Lit' eHi 6" Pvc DILmARELL WATERSTOP y T3 e 'f 1/ CONSTRUCTION ) JOINTrig SINGLE BOX CULVERTS STANDARD DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS WY2 - 0 stal If V-3" = R 9" I wv4 - u sca. a G. _ o e On^ 4WY3_$cDa.ag"_ DULM front face Z.. V will ba f ace 0143 - -- - WF-.cites - --_ 0 sod, a 12" = P face T a Front See Nc' 3"_ T "_-CT 6" s 6" FILLET •6 - HW L CONSTRUCTION JOINT SECTION B-B PART PLAN (WITH WINGI 'WING REMOVED, 10OWN'PTREAM END, (l1PSTREAM END' ROAD AND BRIDGE STANDARC: REVISION DATE SHEET 2 OF _ D7/n =2.02 acw-21 drainage layer 12• bettx oar Wings X - EE we holeformed ep h non+igid tubing m r lied. ed jnerforQS of G. c omaTa� /Jl to &Waa bipe canneciz' to <brOnaaD outlet L END VIEW FRONT ELEVATION a a n WFII WFI TO. F7 F3 WF5 TO W W jjrw - LL sap, TABLE A TABLE B r{ 10' MM & t mid P:n ti c0 bdT. Wall Y $1. au a-W 3y7' 3.5 PA' 4" 3" 4/x" a3 r-G WF2-AA a 12" WF8-NN aa. spa. 9' Be too c 00 side a7 S!/4' 7" and hot. eVV. DID INN ea. gu g� WFI I -INN aoa. rRI sitle g8 00 noun n corner FOOTING PLAN R9 9"' Id/,i ov Iodttng A COPY OF THE ORIGNAL SEALED AM) SIGNED "01NI, AND DESIGN STATEMENT IS ON FILE IN THE CENTRAL OFFICE SPECIFICATION REFERENCE WING DETAIL ROAD AND BRIDGE STANDARDS 2: 1 FILL SLOPE - TYPE I REVISION DATE SHEET 2 OF E VIRGINIA DEPARTMENT OF TRANSPORTATION 07116 1001.02 WF9-NN ea. Ada.=GG 3u. Side A COPY OF THE_ ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE X DOT SPECIFICATION•:DA) AC) BRI", E TANUARDs WING DETAILS HEE7 ''. hF , -E.1'I 1, r4TE 2� 1 FILL SLOPE - TYPE I - - VIRGINIA ❑EFARTMENT OF TRANSPORTATION M WF6 - GG s o. a 12" , HH sot, r_ i 2�� F P F5 Sao a 6" = fillfF too a 3 a 9' = a 2' = 00 v WF4-NOR. sod. s = GO kle 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS t WV I. WV3. WV4 TABLE C Dar Sze Splice L.Nii, R4 g5 2,- 4" 46 2'- 7- ;_7 3'- 3" R9 5'- A" WF7 WFB WFI WFIO III WING 512E d LENGTH SINE LENGTH SIZE LENGTH SIZE LENGTH SIZE a LENGTH • Ea FROM TO VARY BY FROM TO VARY BY A _ _ _ _ _ _ _ 4 6-2' 4 3'-2' 4 2-2• 4 2'-2" 4'-2^ 4 a- _ _ _ _ _ _ _ A ir_2" 4 3'-2• 4 V-2' 4 2'-2" A•-r' 4 _ _ _ _ _ _ _ 4 B'-2' 4 3'-r 4 2'-2• A 2'-2" 4'-2" 4 D - - - - - - - 4 9'-2 4 3'-R' 4 2'-2' A 2'-2" 0-2" 4 E _ _ _ _ _ _ _ 4 101-2' 4 3'-8. 4 21-21 4 2'-2" 4'-2" 4 F - - - - - - - 4 II'-2. 4 3'-8• 4 2'-2• A 2'-2" A-Z. 4 _ _ _ _ _ _ _ 4 121-T 4 41-2 4 21-2• 4 V-2" 4'-2" 4 H _ _ _ _ _ _ _ 4 la-2 A 4'-r 4 2'-2' A T-2" A-2^ A 1 - - - - - - - 4 14•-2 4 4'-B' 4 2'-2' A 2'-2" 4-2" 4 ., _ _ _ _ _ _ _ 4 15 -Y 4 4 -B' A 2'-2 4 2 -2 4•_" 2 4 X _ _ _ _ _ _ _ 4 16'-2' 4 51-21 4 2' 2' 4 V-2" 4'-2" e L - - - - - - - 4 Ir'-T 4 5'-r 4 2'-2' + 2'-2' 4-2" 4 M _ _ _ _ _ _ _ 4 IB'-2• 4 5'-8' 4 2'-2' 4 T-2" 4'_2" 4 N _ _ _ _ _ _ _ 4 IB'-21 4 5'-W 4 2'-1' 4 2'-1" 4-Z" 4 D _ _ _ _ _ _ _ 4 IT-2. 4 6'-2' 4 2'-2• 4 2'-T' 4 201-21 4 61-8' 4 2--B' 4 21_2" K2" < Q - - - - - - - 4 2V-2' 4 51-8' 4 2'-8' 4 2'-2" IL2" 4 R S T-4' 6'-T 0•-ly(,' B'-e' 1'-If 0-11A' 4 22-2' 4 i-2' 4 2'-8' 4 2'-2.- $ 6 7'-IV 7•-a• O'-IIA' 1'2. El 0--l"A' 4 23'-2' 4 1'-8• 4 ?'-q• <- T 6 IIn t 0'- Iig' 9'- 7 8 - B• 1'A• 4 ? ? T-W 4 ! - 2 it 6 A ._4r y._4r _ a' I• Y q._ r 8 8 •_yr _1r 0 1 A q _ 25' ?' p _ 0' Y q 2 ._p. q p_ " 7 Align V 6 R'-Ir P-q' 6'-:15' 10'-2" 9'-0- 0'-lb, 4 26'-7. 4 e'-B' 4 2•-B' 4 w 5 9' 4' 9'-2. w-116' 10'-8° 9'-6' 0'-14. A 2 P-2• 4 T-2• 4 2•-9• 4 !'-2" 4'-?t - X 6 10'-A' W-11' 0-1 ' 12•-e IB'-8" 0'-1 ' 4 28'-?' 4 to,-2' 4 1'-r 4 /'-2" 4'-2° 4 I I' -a' 10, 1. 0' i ' yz 13 12'-1" B' I ' Yt 79' ?' I1' 7" 1 3' B' 7 Z t 1 1'-10' 10 •-q• '-[ e S5 14'-I' V'-S' 6'-1 yt q 30'-7• 4 1 '-0" 1 9 - 3' A' 4 ?'-2' 2 -- J' < AA 7 12'-4' 10.-so O'-tyT l4--A 13'-PY 0'-ly4' 4 31'-T 4 I?'-2' 4 J'-6' 4 2'-2" 4 88 7 I7-e' Il'-T 0'-lit' IS'-7" I7-10' 0'-1 �' 4 3?'-r' 4 13'-?' 4 "r-0' a 2'-2" 4'-2° 4 CC 7 !3'-tW 12--l' 0'-1'y+" 16'-1' 14'-4" 0'-1 Y" 4 33'-2' 4 IT-0' 1 1-5' 4 1'-7" 4-T 4 DO T 14-4' 12'-t• 0'1%. 0.4. 15'-3r w-lib' 5 34'-7' S 14'-2r -_ 4q_2r a 2-r_p" 51_4° EE i 14•-IW 12'-7 0'-I�' ...... 15'-5" B-tirr' 5 35'-r' 5 Ill n'-2• - 2'-9" I"' 4 2016 ROAD & BRIDGE STANDARDS STEM BAR $PACING$ WVI Will BVI WV2 Is 3 WV4 WHI WH2 o LENGTH LENGTH xING 0 P Q R S T U V IY X Y Z SIZE FROM TO VARY BY FROM TO VARY BY SIZE FROM TO 1VARY BY A 6 6'-D" 5 6'-7 - - - - - 1 1 -3' 4 4'-11' 2'-9• 6'-4$ 6'-10' 4'-B• 0'-41f,' 4 4'-11" 2'-8' 015%' 8 T 7'-0' 6 T-6• - - - - 1 016' 1 1'-3" 4 5'-5' T-9- 0-eys" 7'-A" 4'-8r 0'-4ys" 4 "' 2'-7• 015%' C 8 8'-0' 6 7'-6• - - - - 1 1'-0., 1 113' 4 5'-11' 3'-0" 0'-4V V-10' 4'-11" 0'-4V 4 5'-11" 3'-2' 0-5W 0 9 91-0• 7 8'-9' - - - - - - 2 2'-6° 4 W-11' 3'-3' 0'-4V 8-10' 5'-2' 0'-4V 4 6-I1' 3'-5' W-6- E 10 101-01, a 101-0' - - - - 1 0'-9- 2 2-6" 4 6' 11' 3'-3' 0'-43L• 8'-10' 5'-?' O'-4W 4 6'-11' 3'-7 O'-5V F II I P-0" 9 ll'-7 - - - - 1 1'-3" 2 2'-6" 4 7'-5' 3'-3• 0-4y2' 9'-P 5'-2' 0'-4'/le 4 "Et. 3'-2• 0-5%' G 12 12'-&" 10 12'-G" - - - 2 P-9" 2 2'-6° 4 V-I I' 3'-G' 0'-4W' 9'-10' 5'-5' O'-4W 4 1 7'-II" 1 3'-4• 0'-5'/r H 13 13'-0" IB 12'-6" - - - - 1'-0" 3 3'-9" 4 6'-5- V-6• 0'-4'/e 10'-4• 5'-5' 0'-4yi 4 1 8'-5' 1 3'-B' O'-SW 1 9 9'-0• 11 13'-9" 6 1'-6" - - 2 V-6" 1 7 1 31-911 4 6'-11' 3'-T• 1 0'-4%" 6`7 5'4" 0'-4J/s" 4 8'-11- 3'-10" 1 0-5'le J 9 9'-01 12 15.-a' 7 5'-3" - - 2 2'-D" 3 3'-9" 4 7'-I" 3'-B' 0-4'/7" 8'-II' 5'-7' O'-4'11 4 9'-5" 3'-9' 0'-5%. X 10 1O'-0" 13 16'-7' 7 5'-3" - - 1 1'-3" 4 V-0" 4 i'-7" T-II' 0'-4%" 916' 5110" 0'-4%' 4 9'-II° 3'-I I' 1 0'-S'/,- L 10 10'-0" 14 17'-G" 3 6,-0• - - 2 1'-9" 4 5'-0' 4 7'-T 4'-0" 0'-4%3" 9'-e" 5'-Il" O'-4yj 4 M I I I'-0" 14 IT-G" 8 6'-0' - - 2 213" 4 5'-0" 4 8'-4" 4'-3' 0-4)/s" 10'-3' V-2" O'-4W 4 10'-I V 4'-5• 0-5ile N II II'-0" 14 17'-6" B 61-01 - - 3 21T 4 5'-0" 5 W-10' 4'-9' O'-4%t 10'-9' I 6'-W' 0'-4%" 4 1115" 4'-IIr 0'-5'/e 0 12 12'-Om 15 18'-9' B 6'-0' - - 2 V-0' 5 W-9' 5 9'-T 4'-9' 0'-4'/s" 11'-31 61-811 O'-4yi 4 111-IIx 4'-18r 0'-5%- P 12 12'-0" 16 26'-0' 10 716" - - 2 2'-6" 5 6'-3" 5 913" 4-10" 0'-4)V' 11'-3- 6'-9" O'-4W 4 12'-5" 5'-0• 0-5yt 0 13 13-0. 17 21'-7 10 1 7-6„ - - 3 3'-0' 5 6'-7" 5 9`7 4-10• 0-4Ye ]P-8' V-9" O'-till 4 12'-I I' 4-11- 0'-SW R ID 10'-0" la 22'-'. 9 6'-9" 1 8 4'-On 3 3'-6" 5 6'-3' 5 8'-9" 5'-1' 0'-4%11 10'-9' 7'-O" 0'-4%- 4 Ir-5" 5'-1. 0'-5'/0n S II 11'-0" IB 22'-6' 9 6'-9" a 4'-0" 3 2-9' 6 T'-6" 5 9-3" 5'-I' 0-4'/2' II'-2' 7-0" 0'-eys^ 4 13'-I I' S'-5• 0'-Sit" T 12 12'-0" 19 23'-9• 9 6'-9' 8 4'-0' 3 3'-3' 6 V-6" 5 9-9" 5'-4• 0'-43/s" Il'-9" V-3• O'-4W 4 14'-5" 5'-7• 0-5'/t ❑ 12 12'-0" 20 25'-0" 9 6'-9' 10 5'-0' 3 3'-9" 6 7'-6" 5 9'-10' 5'-4' 0'-4'/z 11'-9' V-3' 0'-4ya 4 l4'-I I' 5--6• 0'-53�" V I 0 I 0'-0" 1I 26'-3' I 3 9'-9' 10 5'-01, 3 3'-a" 7 W-9" 5 11 5'-Tr 0 4 ° 3L II '-0' T'-6" 0'-4 " V. 4 I 5'-5" 5'-8' 0'-5' " /: W I I I I' 0" 22 2 -0 13 9-9" 10 5'-0" 3 3' 6" B'i" 9'-9" 5 O ,n I I' 8' i' 0 IS' 11' S 0 5 5" X 11 II'-0" 22 27'-6' 13 9'-9" 12 6'-O' 4 4'-0- 7 B'-9" 5 10'-2' 6'-1- 0-4%-- 12'-I' e'-0" 0'-4%' 4 1618" 6'-5' 0'-5'/21' Y 10 10'-0' 23 23'-9' 17 12'-9" 10 5'-0" 3 1 313' 0 1010• 5 lot-[- 6'-4• 0-Ole 12'-0' 8'-3- 0'-Cyj 4 17'-5° 6'-t• 0'-55/4" 2 10 10'-0" 24 30'-0" IT 12'-9° 12 6'-0' 3 3-9" 0 ID'-0• 5 10'-4• 6'-T 0-435" 12'-T B'-6" 0'-41/s• 4 17'-I It 6'-9' 0-Syi AA I I I I'-0" 25 J I'-3' I i 12'-9" 12 - 6' 0' 4 4'- 3 8 10'-0' 5 10'-9' 6 '-T LI° 0 4 /t - 12' 8' 8'-6" 0 '-4' /T 1 18'i" - 6' 8' 'A 0-5 ° BB 12 IZ'-0" 26 32'-6' I7 12'-9" 12 6'-0' 4 4'-9" B IO'-0' 6 I113" 6'-10" O'-41re' 13'-4' 8'-10" 0'-A%- 4 I8'-II' 6'-10° 0151/ CC 13 13'-0" 26 72'-0' li 12'-5" 2 6'-0' 4 4,-0' 9 II'-l' 6 I'-9" 5'-l0' 0'-4ys" 13'-9' 8'-10" 0'-4yj 4 19'-5" 7-2' D'-53j" DO 12 12'-0" 27 J3'-9- 17 12'-9" 16 El 4 V-6" 9 11'-3' 6 12'-1' T4' 0-/3's" 14--1' 9'-T 0'-43js` 4 20'-5' V-10" 0-Sy7" EE 12 12'-O" 28 35'-0" 17 12'-9" 18 9'-0' 4 5'-0' 1 9 1 1113" 6 1 12'-l" 7'-T' 0-0ye' 14'-1• 9'-7• 0'-4y2" 4 20-1 I- V-9' 0-5%' O FOR TYPICAL SECTION, NOTES AND OTHER DETAILS. REFER TO STANDARD BCS-DT. J u O N K N m OUAN./LF HEADWALLS SPAN HGHT UN", U U V ca LL i Zet�Zjd 6N� G Kiwi '- u �a:i Z�V u N M m¢Ux OJ 2Q•N 'a Wus O (J! u rn m �O J OO: N is z Is, G U I�l S W �' U Zy J 3 3 16.184 0.400 SS 206 5'-101, 6 5'-6" 1.030 33.044 1.042 33.044 A 3 4 17.596 0.449 51.904 5'-10" 6 51-6- 1.131 33.044 1.134 33.044 C 4 3 19.524 0. 490 61.854 6'-10• 6 61-6" 1.161 39.052 1.169 39.052 B 4 4 20.976 0.S70 66677 6' 10 6 61-61 1335 39.052 1.242 39.052 1 C 4 5 72.348 0.579 T1 399 6-10' 6 6--6" 1.328 39.052 1.335 39.G52 E 4 6 23.T60 0.636 90. 295 6'-10' 6 6'-6" 1.440 39.052 1.44T 39.052 H 5 3 22.864 0.643 81.426 7'-1Of 6 716" 1.259 45.060 1.269 45.060 B 5 4 24.216 0.692 90.093 7'-10" 6 716" 1.352 45.060 1.362 45.060 0 5 5 25.688 4 750 9S 3T4 7'-10" 6 7'-0' 1.444 45.060 1.455 45.060 F 5 6 27.100 0. 799 106254 7'-10" 6 7'-6" 1.537 45.060 1_54T 45.060 H 5 7 2G.512 0.818 1210E 7'-10" 6 716" 1.630 45.060 1.640 45.060 J 6 4 27.616 (1819 112.841 8'-10" 6 8'-6" 1.437 51.068 1.451 51.068 D 6 5 29.028 0.868 118. Y3 8'-10" 6 80-6" 1.530 51.068 1.544 51.068 F 6 6 30.440 0.916 129740 W-10" 6 8'-6° 1.623 51.068 1.636 1 51.068 H G 7 31.852 0. 965 Ia.III 8'-10" S 8'-6' 1.715 51.068 1.T29 51.068 J 6 8 33.264 1.045 IS& 235 B'-10" 6 B'-5" 1.808 51.068 1.822 51.068 L T 4 30.956 0.987 143.621 9'-f0" 6 9'-6' 1.512 57.076 1.529 57.076 0 7 6 33.780 LOBA 161. E07 9'-10" 16 1 916" 1.698 57.076 1..? 15 57.076 H 7 8 NA04 I. let 180.012 9'-10" 6 916" 1.853 57.076 1.900 57.076 L 7 10 39.428 1.453 256 363 9'-10" 6 9'-6" 2.032 57.076 2.049 57.076 P 8 4 34.296 1.206 156 GE6 10'-10' 6 101-6" 1.590 63.084 1.611 63.D84 E a 6 37. 120 1.318 176 G63 10'-10" 6 10'-6" 1.773 63.054 I.T94 63.01114 1 8 8 39.944 1,412 236. 248 100-1011 6 10'-6" 1.959 63.004 1.979 61084 M 8 10 42.T68 1.6% 298.216 10'-10" 6 10'-6" 2.107 63.064 Z. 127 63.084 a 9 4 37.636 1.421 186.129 11-10' 6 1P-G' 1.642 69.092 1.666 69.092 E 9 6 40.460 1.519 197. 639 11,10. 6 II'-6" 1.828 69.092 1.851 69.092 1 9 8 43.284 1.615 7 230. 49 11-10• 6 II'-6" 2.013 69. 92 0 2.037 69.092 M 9 10 46.108 1.051 336. 193 11-10- 6 II'-8' 2.162 69.092 2.185 69.092 a 9 12 40.932 2.201 425.353 11-10' 6 1P-6" 2.202 69.092 2.224 69.092 U 10 4 40976 1.621 231.746 12-10' 6 12'-6" 1.691 75.100 1.T 18 75.100 E 10 6 43.800 1. TM 244.454 12-10' 6 12'-S" 1.872 75.100 1.899 75.100 1 10 1 8 46.624 1.848 296723 12-10' 6 12'-6" 2.054 75.100 2.Q81 T5. 100 M 10 10 49.448 2. Cal 395. Tgl 12'-10' 6 12'-6' 2.194 75.100 2.221 T5. 100 a 10 12 52.272 2.461 461231 12-10' 6 12'-6" 2,236 15.100 2.262 75. 100 U 12 6 50.4Go 2. T27 320.729 14'-10' 6 14'-6" 1.953 gi.l l6 1.987 87.116 J 12 8 53.304 2. 323 356 451 14'-10' 6 14'-6° 2.138 87.116 2.1 t2 87.116 N 12 10 56.128 2.523 1 43L964 14-10' 6 14'-6" 2.287 87.116 2.320 87.116 R 12 12 58.952 2.g4 534 328 14'-10' b IC'-6" 22 27 07.116 2.359 87.116 V A COPY OF THE ORIGINAL SEALED AND SIGNED DR461NG IS ON FILE IN THE CENTRAL OFFICE SINGLE BOX CULVERTS 30 TO 40 FT. FILLS VIRGINIA DEPARTMENT OF TRANSPORTATION DCS-40 ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07111 1002.14 BCW-21 III WF2 WF3 WING IZ a LENGTH Eo S1ZE a FROM TO VARY BY LENGTH FROM TO VARY BY Ea 512E a LENGTH FROM TO VARY BY FROM TO VARY BY A 4 6' 5' 7'-7 2 4 I'-r W-2' - 2'-G' 9'{' - 2 4 3'-5' 2-6' 0'-13A' 4'-T TAP 0'-114' B 4 Ti' W-9' 2 4 1'- • 91-5' 2'-T I '-V - 2 4 7 5' 2'- V-ISS' 4'-W 3-11' O'-' C 4 8'sj' 9'-9° 2 4 i'-B' 10'-81 - 3'-0' 12'-0" - 2 4 3'-5• 2'-6' B'-li' 4'-9' 3-I1' 0'= ;' 0 4 T-5' 100-9• 2 4 le-5' 4'-5' - 5r_W 5'-9' - 2 4 T-lit 2'-6' W-111• 5'-3' 3'-11' 2'--':' E 4 10'-5' II'-91 2 4 4'-11" 4•-II' - 6'-3' G'-3' - 2 4 3-I1' 2'-6' V-11§' 5'-7 T-I1 a'-'`y' F 4 ll'-5• I2'-9• 2 4 5'-5• 5'-5' - 6'-9• 6-9' 2 4 T-11• 2-6' a'-ty4• 5'-7 T-11• 0'-ly/' G 4 _ 12' S' 1r�_ 9 2 4 T•_ • 6 7._ • 6 _ _ 8' 11' _ 8' ll' _ 2 4 4'_ 5' _ 2' 6' 0'-1 _ S' Y 3'-11' 0'-1' 3S H 4 13'-5• 19'-9• 2 4 8'-2• 8'-2' - 9-6' 9'-6' - 2 4 4•-5' 2'-6' 0•q34• 5'-9' 3'-11' O'-13r" 4 l4'i' 5'-9' 2 4 9'-11" 3'-!1' 6'-0r 11'-3' 5'-3' 6'-0' 2 a 4'-V 2'-6' 0'-2r 5'-4' T-10' 0'-2' 4 15'-5' 16'-9' 2 4 10'-7- 4•-2' 6'-436' I1'-11• 5'-7' 6'-4f/e' 2 4 T-ii• 2'-6• 0'-13s' 5'-7 T-10' @'-IN' R 4 16'-5' T'-9• 2 4 12'-2t W-6• 5'-B' 13'-6' T-10" 5'-B' 2 4 4'-7 2'-6• W-2'A' 5'-B' T-11' 6'-2,A' L 4 17'-5' 18'-9• 2 4 12'-11' 6'-II' 6'-0' 14'-7 8'-T 6'-V 2 4 V-3- 2e-T W-2• 5'd• T-II' @'-2. M 4 18'3' 19'-9' 2 4 U'-4- T-5- T-5%' 15--V 4'-10' 5'-5%' 2 4 4 �7• 2'-7' W-2%' 5'-II" T-11' O'-2yn' N 4 18'i' 19'-9• 2 4 1/'-4• 7-5' 5'-5Y,' 15'-B' 4•-10" 5'-5'/4' 2 4 4'-T 2'-7' 8'-2V,' 5'-It" 3'-11• 0'-2V,' 0 4 19'-T 20'-9- 2 4 15'-B• 5'-8' 5'-0' 1T-0' T-V 5'-0r 2 4 5•-0' 2'-T 0'-2V 6'-4' T-11' 6'-21§' P q 28'-5" 21'-9• 2 4 19•-I" 3'-4' 5'-3' 20'-5' r-8' 5'-7 2 a 5•-3' 3"-0' 0'-21L' 6'-8' 4'-4' B'-216' Q 4 21'-5' _ 22' 9' 2 4 20'-0' _ 3' G' 5'-6' _ 21' 5' p_ • U 5•_6• 2 4 5 ._4. _ 3' @' _ 0' 211,' _ 6' V 4 •_p _ O' 2y.' R 4 22'-5" 23'-9' 7 4 21--1" 5'-9' 5'-13t 22'-6' T-2' 5'-ly 2 4 4'-II' 3'-0' 0'-2%' 6'-4• 4'-4' O'-2y4• S 4 23'-5' 24'-9' 2 4 22'-2' 3'-@' 4'-9ll 23--T l 4'aIY2' 2 4 5•-4' 3'-V 0'-2j6• G'-0' 4'-4• 0•-2J6' T d 2r-5" 25'-9' 2 4 23'-2' Y-2• 5'-0' 2v-6' 4•-6' 5'-W 2 4 5•-4• 3'-V 0'-2y4' G'-4' 4'-4' 0'-2yt' u q - 25' S' 26'-9' 2 4 4'_ r 2 2 _ 5' 3' _ 4' 8 1c 25'-T _ 6' 8' 4._ 8 ' 2 4 5'-6' 3'-0' _ 0' 2 1i 6'-i " _ 4' 4' _ 0' 2 % V 4 26'-5" 27'-9' 2 4 25'-3' 2`1' 4'-6' 26'-V 4'-2r 4'-b' 2 4 5'-2' T-0' 0'-21(' 6'-T 4'-4' 0'-21(' W 4 27'-5" 28'-9• 2 4 26'-4r 4--9' 4•-334' 27--V 6'-2 4'-33p 2 4 5'-6' T-V O'-2yd G'-11" 4'-4' 0'-2V X 4 28'-5' 30'-3' 2 5 26'-0' 5e-3' 4'-114' 27'-9' T-l' 4'-116" 2 5 6'-2" T-6' W-3' W-6• 5'-4' W-3r Y 4 29'-5" 31'-9• 2 5 29'-1' 5'9' 4'-0' 31'-4• 4'-8• 4--V 2 5 6'-6' 4' V 0'-3• 8'-10• 6'-4• 0'-7 2 C 30'-5' 32'-9• 2 5 30'-1' 2'-il' 3'-10 ' yA 32'-5' 5'-3• T-10 ' yz 2 5 6 .-T 4'-0' 0'- 7 N - B' II" 6'-4- 0'-7 " ya AA 4 31' 5' 33'-9' P 5 31'-1' A'-9' 3'-9 y 33'3' T-8' 3'-9 ' SG 2 5 6•-1P 4'-0' 0'-3 S4 9'-7 6'-4' 0'-3 ' % 80 4 32'-5' 34'-9' 2 5 32'-1" 4'-1' 3'_536' 34'-5' 6'-T 3'-5 2 5 7•-5• 4'-0' 0'-3y4' 'Y-9' 6'-1' 0'-7yt" CC 4 33-5• 75'-9' 2 5 33'-1" 2'_S. 7-IlA• 35'3' 4•-I@° J'-431' 2 5 T-I0• P-W 0'-3y2' l0'-2' 6'-A• 0'-3�" W 5 34'-Y I7'-8' 2 5 72'-11' P-11' 3'_G. 76'-7 8'-3' 3'-6' 2 5 T-ll' 4'-6' G'-3%2"2 EE 5 35'-5' 38'-8• 2 5 33--llr T-1' T-56L' 37--7 6' T 3--51{' 2 5 8'-0' 4'-6' a'-3y4' 11'-4" T-10• 0'-3%" A COPY OF THE ORIGNAL SEALED MID SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SREFIERENCEN WING DETAILS �vDLrr ROAD AND BRIDGE STANDARCS 2: 1 FILL SLOPE -TYPE I REVISION DATE I SHEET 4 OF VIRGINIA DEPARTMENT OF TRANSPORTATION 07/12 1007.04 2016 ROAD & BRIDGE STANDARDS SCOTTAR(71n1LL1NSZ Fig Lic. No. 035791.E p 6/24/20�4 ;LSI&JOATAT. G��l z d ZLn Go OZJ o Q u Z I H Z W CD 0 N (14 LU O CD F N N A ti N Z 0! W W z l� z W Ul z J J U JOB NO. 182150 SCALE NONE SHEET NO. 31 is