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SUB202000082 Plan - Revision 2021-01-11
BROOKHILL -BLOCKS 9, 10, & 11 GENERAL NOTES OWNERS: TMP04600-oo-oo-olgB4 CROCKETT CORPORATION CIO HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE,VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-o19134 D.B. Sou, PG. i7o 162-75 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi8000ii 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 (SP202500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY BOIS WITH CONDITIONS. TOTAL PROJECT AREA: 04600-oo-oo-o19B4-16z-75 AC. (PORTION OF) BLOCK 9 - io.99 AC BLOCK 10-9.66AC BLOCK 11-13.91 AC TOTAL = 34.56 AC PROPOSED USE: 65 TOWNHOUSE (VILLA) UNITS II I' ALLOWABLE DENSITY: BLOCK 9: z9 UNITS (MIN.) TO 57 UNITS (MAX.) j II BLOCK 1o: 9 UNITS (MIN.) TO 27 UNITS (MAX.) I I BLOCK 21: 11 UNITS (MIN.) TO 53 UNITS (MAX.) I PROPOSED DENSITY: BLOCK 9: 32 UNITS BLOCK 20: 25 UNITS BLOCK 11: 28 UNITS REQUIRED SPACE: Bg Bio 611 OPEN SPACE PROVIDED: Bg Bio B31 CIVIC/PARK 1 GREENWAY 10PEN SPACE BUFFERS 1 TOTAL GREEN SPACE o 1 i.8ACRE5 1 o 1 2.8ACRE5 I 6ACRES o 1 3.6ACRES I i.o ACRES I o.i ACRES 1 7 ACRES 1.2ACRES I 8.2ACRES I 1.3ACRE5 1 0 11o.7 ACRES CIVIC(PARK 1 GREENWAY OPEN SPACE BUFFERS 1 TOTAL GREEN SPACE 0 1 2.47ACRE5 I 1.2ACRES I z. ACRES I 6.2ACRE5 0 1 3.94 ACRES I o.66 ACRES I 0.3o ACRES 1 4,go ACRES 1.10 ACRES 1 8.66 ACRE5 1 0.54 ACRES 1 0 1 10.3o ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES 14o FEET I SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5 TO BLOCK 3.9 1 FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5MIN & 25' MAX SIDE SETBACK: 5' MIN & NO MAX. _I SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: 1o' MIN. & NO MAX. II�Y GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB & GUTTER W _^ ~ WATERSHED: SOUTH FORK RIVANNA RIVER 0 z 1 AGRICULTURAL/FORESTAL DISTRICT: NONE I� TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN LU SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. I�LU Cr)m BOUNDARY INFORMATION WASCOMPILED BY LINCOLN I ry Q SURVEYING ON MARCH 7, z015. FIELD VERIFIED BY COLLINS I ENGINEERING IN NOVEMBER OF 2019. I� CC I > DATUM: NAVD 1988 jO EXISTING VEGETATION: MOSTLY WOODED. I� II Ill1 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. II II PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (E.) PHASE OR ATOTAL OF (3) SEPARATE PHASES. j I I RECREATION: UPLAND PARK (CIVIC SPACE #2) I I 1 1 i. OUTDOOR PLAZA AND MEETING AREA z. TOT LOT PLAYGROUND AREA 3. OPEN RECREATIONAL AREA I I 4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, TENNIS COURT, OR SPORT COURT 5. MINIMUM 5 SPACES FOR PARKING 6. TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: TWO (z)OFFSTREETPARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT. ONE (1) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED. 85 UNITS 14 = zz PARKING SPACES REQUIRED 1 zz ON STREET PARKING SPACES PROVIDED II BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS I OF SECTION 4.2a OF THE ALBEMARLE COUNTY ZONING ORDINANCE. I I BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK I I I AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D I II DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM WHICH IS A FEDERAL II DAM LOCATED UPSTREAM OF THE PROPERTY. I I II LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREETTREES ALONG THE ROADWAYS. I I 'I LAND AREAS: OPEN SPACE: 22.43 ACRES (62.0%) LOTS: 7.43 ACRES (21.5%) ROW DEDICATION: 5.7oACRES (i6.5%) II PROPOSED IMPERVIOUS AREAS: ROADS&SIDEWALK: 158,632SF BUILDINGS, PATIOS/DECKS: 16o,65o SF DRIVEWAYS: 37,918SF III (ljlf AMENITIES: 11,62o SF TOTAL IMPERVIOUS AREAS: 368,820SF (8.47ACRES) RETAININGWALLS: RETAINING WALLSARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE ARO I TRASH: EACH LOT SHALL HAVE AN INDIVIDUALTRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER &SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THEAPPROVED BROOKHILL PROFFERS. SEESHEETE.6. 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. FINAL ROAD PLAN SUB202000082 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA p !� �_ i LEGEND EDGE OF PAVEMENT t � - CURB i liPROPOSED ASPHALT PAVEMENT T:\ \---------------------- EXISTING VEGETATIVE/LANDSCAPE BUFFER --Y -- - --- - ---- - - ------ -- -- --- -- -- ---- --- - ---- --- -- -- --- ------ --- --- - -- �. ------------ GREENWAY BUFFER i - --- ----- PROPOSED EASEMENT vAi DROP INLET &STRUCTURE NO. \\ f PRO PJSEUROUTE L, BUFFER / ® DRAINAGE PIPE oo"WIDE BUFFER \\ 1 f Bo NATURAL UNDISTURBED BUFFER+ 3o'PLANTEDIREFORESTED BUFFER) A\ � BENCH MARK \ VDO T STANDARD STOP SIGN \ I YLl �j I\� OPEN SPACE \\ ➢ `\ 1 T �I � �\ -�\ \ � r � � PROPOSED HANDICAP PARKING SPACE v m I v j i A --- �` « PROPOSED ASPHALT STRIPING m ' i 209 EXISTING CONTOUR zoo PROPOSED CONTOUR �s ! 506.71 TIC EXTENSION OF ARCHER AVENUE TOASHWOOD 506.21 EP PROPOSED SPOT ELEVA770N BOULEVARD TO BE COMPLETED (UNDER A TBC DENOTES TOP/BACK OF CURB \ s-: `� _ SEPARATE SET OF PLANS) IN ACCORDANCE \ T/B DENOTES TOP OF BOX -- - 506.7 WITH THE APPROVED BROOKHILL PROFFERS. 1 rW PROPOSED SPOT ELEVATION \ 505.21 SW ,�✓r�� TW DENOTES TOP OF WALL OT LOT LOT LOT. ,'- - �J BW DENOTES BOTTOM OF WALL . _ -- ---- %%' �`\ ••'' _ _ - - -1"!• I�i•�':-�' PRESERVED STEEP SLOPES -PROPOSED GREENWAY: OPEN SPACE' . " •' :•. -". �.�._.-f. �::- \ ' 1' LOT �:: : MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS ,VPROPOSED CONCRETE LOT 37 �� `� -- �' 1, Lor � / � LOT �F•j " ; ; : \ PROPOSED & EXISTING LOT �/ FUTURE ROAD EXTENSION' \ PROPOSED FENCE GUARDRAIL 3z I I 1.. •' :••. F �. ," . LOT �\ ' '\. \` 0GO 0 (0 100 YR. FLOODPLAIN (UNDER DIFFERENT SET OF PLANS)' � \ \ 3y - - -I , as'v_ue-iKeMcROAo LOT ^ \\ \ \ LOT •I- r 111I _____ 'I \--' .\ �_ \_ T LOT I LO I 1 I i__--'- I'. 1a I d 56 �< '•..\ uRrvnao'.\ LOT �� - �- \• \ I i z8 t Y} I o L I I LOT I \ LOT \ �. • \. •-i ,log Lss Id 55 ko �O 46 `\ �... " " - '�. � •� \ 1 x7 I ' LOT 'd ROPOSED GREENWAY �C/ `< '_ [/ g LOT o s z4 F I q 59 LOT 1 i 6o LOT 6z I i LOT � a I .\ � PO�EN SPACE I 6 \ LOT 66 / - LOT �.. �'Po � e+ 8q PROpo LOT •�. " a � \ LOT _ I I'i - ¢6 � LOi \ st-oA•� 6] •�' - C \ OPEN SPACE LOT /LOTr ''OPENSPACE_\ J LOT 1' .I x. I' 1. I PROPOSED GREENWAY I- 1 i 1 I 1 I 1 � I � I 1 � A n GREENWAY LOT `\ 6 7 := t "\ � , r LOT � - - LOT \\ •�� '\ \' ;,` \ . - \ J4 LOT `V I LOT •� • " ' ' �• J y II'i _ It I " "•� "- _ 1 _1� -\ SHEET LAYOUT SCALE: 1" = 100' S Pot o GROUN� VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 iA COVER 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 20 GRADING & DRAINAGE PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 NOTES & DETAILS 14 NOTES & DETAILS 3.5 ROAD & WATERLINE PROFILES 26 ROAD & WATERLINE PROFILES 17 ROAD &WATERLINE PROFILES 18 SANITARY SEWER PROFILES 29 SANITARY SEWER PROFILES 20 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 28 LANDSCAPING PLAN 2g LANDSCAPING PLAN 30 BOX CULVERT PLAN 33. BOX CULVERT DETAILS 35 TOTAL SHEETS ROAD CROSS SECTION NOTES 1. ARCHER AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA202500007 CODE OF DEVELOPMENT. ARCHER AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OFTHE COD TITLED "FIGURE 1o: CONNECTOR ROAD AND MAIN STREET CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED ARCHER AVENUE ROAD CROSS-SECTION. 2. EUSTIS AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA202500007 CODE OF DEVELOPMENT. EUSTIS AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OFTHE COD TITLED "FIGURE 9: CONNECTOR ROAD CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED EUSTIS AVENUE ROAD CROSS-SECTION. 3. FLORA LANE AND KOCH COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENTAND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA LANE AND KOCH COURT ROAD CROSS -SECTIONS. 4 FLORA COURT WILL BE DESIGNED TO THE"PRIVATE STREETS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA201500007 CODE OF DEVELOPMENTAND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA COURT CROSS-SECTION. Lie. No. 035791111 1/6/21 1141 Z z 0 U) 0 Z 0 E J Q C ED J L O UP) F Z �..� w L c L Uj w c v1 > z L w L $ g c 0 F Ln i a i ce L i w a c 0 LA c U c N N N 24 a -I a w M CD.-- 0 1 N N o � 0 Cy) z M M z OD N � M N Q W � 0 N N W> LLJ T� zJ T� LLI 0 O IL W _ al O U (� U w U 0 J Ul z w F_ H4 I� _ IJ w � 01-1 O J Q 0 OO O N U w G w w ce, _ 0- Ln JOB NO. 182150 SCALE 1 "=100' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES; CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are refered to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cress - section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth 40th CO for a residential dwelling unit in the Block in which it is located. Parks ( ) g and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure i.e. schools public safe libraries arks and transportation. For the P safety, , P P purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars 7 333.18 for each single family trty ($ ) g Y detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions P g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven Y rtY seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit ( , ), g or a For Rent Affordable HousingUnit within the Project qualifying as such under Proffer 4. The J q ty' g cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand 1000 total units are constructed in the P ( ) Project one hundred fifty 150 units or their equivalent, are required to be provided to satin this Proffer 1 ftY ( ) q q P satisfy 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a vane of housing es including but not limited to for sale units rental units J 8h variety g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebu ers. The Owner shall provide the Count or its designee a period of one hundred twenty Y P Y 8n P (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P P Y PP 8 County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit') for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y gur , ( g ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement P and maintenance agreement that is acceptable to the County Prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Ylg Y Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J , P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. 3 Reporting Rental Rates. During the Affordable Tern within thirty 30 days of each () g g rtY ( ) Y rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of in lieu of Constructin�Affordable Dwellin�Dwellin�. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be 7 333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount J $, J of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, (collective) referred to as the "In -kind Y Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The Itr-kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1) CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally, The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address an adverse impact to this designation g Y P 8n as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 SCOTT/R. CULLINSZ Lic. No. 035791,E P 1/6/21 c`j z O � a U m Z w M 0 W 0 Z O Q in F_ > z w rr \H ui li m F z w 0 O U Ln w a- 0 w w rr m w t7 z Q U v O g tY w a 0 w Ln rr N N N N CD r1i Q N N CD CD M CD N N N O ti M C z O') Q N M J N Q CD W M o N N Q > L T� J T� J U LJJ O 01-1 Q \ U U) Y LJJ U o D J Ul - W w J w J C/) 2 J w a_- o J <o�// ( L_L OO co O N U w I O rr a LU LL. LL. O d R rr JOB NO. 182150 SCALE N/A SHEET NO. 1A W PHASE III ROADWAY IMPROVEMENTS- ' a \ PHASE II R AD A O W YIMROVEMENT 5 PHASE INTERSECTION IMPROVEMENTS Z O IMPROVEMEMENTS / O PHASE I ROADWAY IMPROVEMENTS PHASE IV INTE RSECTION ON � RrD TUTS IMPROVEME / : w / NI 0 t W e r wwwouxDS Row/ _ i E� f 1 ! WO - pDUN' TREE Rr' PHASE I INTERSECTION PHASE IV R ADWAY ' MPROVEMENTS IMPROVEMENTS 6UR BROOKHILL TRA C PHASING PLAN c , rt VpF )R 6+P.PnsFrRcf�. qSy \ � � oOoe�Ul I �, - �. \ ).\ ♦ CROSSPROPOTALK DESTR)\ EXISTINGTREEAREA &cl \ \\\ \ Q I TRAILWAYI CTq�TO PROPOSr� VOOTRD0DUT@ 9\\ CONCRETE AL :-\^ \ l" BRRD MENTS-SWM P( !0 — \\ ..PpROPOSED STgE�T�R \ \ MONG CONNE=ROi \• �� z P 5ED LLAND F AL GCONNECTOORR�A 5 a 1 (�) ) PROPOSEDP I i PATHIIIAYC E Y Y Y--c-J•--� \ N III \ I \ y. PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS CONSTRUCT(R)NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH B75OF STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM 50' OF STORAGETO 20C OF \ STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (0 LEFT -TURN AND (d RIGHT -TURN LANE CONSTRUCTANEASTSOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WT Hip FEETOF STORAGE INTERSECTION 3 • CO NSTRUCTA RIGHTIIN ANCIE T / RIOI ROADWAY TANORCETOROUTE25 • CONSTRUCTANORTHB OUND RIGH TURN AN EON US 19 WITH RI, OF STORAGE. PHASE II INTERSECTION IMPROVEMENT S INTERSECTION 4 OTNORTHBOUND ROADWAY TO PROVI DE (I)LEFT TURN IANE I (TED MEDIAN T LANE RESTR• PROVIDE PAINTED LEFT -T PROVIDE WESTB OUND LEFT -TURN LANE ONA OFSTORAGE. BOULEVARD WITH IPEOFSTO AGE. _ RESTRIPE EAS TBOOACH TO FROM • BOULEVARDAPPROACHTO PROVIp (s) RIGHT -TURN LANE PHASE IV INTERSECTION IMP_ROVEMEMS INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE (x) LEFT - TURN LANE AND (.) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WITH vso' OF STORAGE WITNESS the following signature: OWNERS oo�F fTax Map Parcel 04600-00--00-018AO: By: e"f 9l / /4 �CHARLES R./31A GH�l7 By: -r"isQY..cIUl •*.sux. lYV-OLW .� IZABETH ANN OGL BY�H IJGR � Dale: %I g' rZ a 117 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , CHARLES R. HAUG�USTFE By: C DOUGLAS B.0 BY, TRUSTEE Date: 5- W—/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-001 CROCKETT CORPORATION, a Virginia corporation By: Q= .. IY. Yt�n EA�J iU C Ann O. Haugh, Its President Date: " SA tot 9 Page 9 of 10 '�/ /hq:;' ;'4/ NOTE: POLO GROUNDS ROADWAYANDL / �/ j..... SHOWN IN THIS EXHIBIT IS MRILLUSTRA FINAL DESIGNAND LANE CONFIGUMTIO / + ROADWAY IMPROVEMENTS WILL BE IN A, APPROVED TRAFFIC IMPACT ANALYSIS AI CONSTRUCTION PLANS FOR THE ROADW PROPOSED SALAMANDER CROSSING (3 TOTAL) \\` 29NVERTED RETAINING WALLOD CULVERT HEAUWALLSYSTEM � A O I ^� P SALAMANDER T N U NEL I pl! 15 THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i • • � � //AAA', vYF11� 1Ir •� i i I HPROPOSED .- SCHOOLELEMENTARY SITE I FIGURE E: BROOKHILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: QJAAi C9 zd64449, /— AA-LdQI AnnO. Haugh,' Its President y Date: «y V., '.2,019 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date: %!21L 5; ao / 9 Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-001 04600-00-00-019B 1, 04600-00-001 and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1D, IH, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED b the Board of Supervisors of the County of Albemarle Virginia, that upon Y P tY r8 P consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to uro, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup rsors ft Nay Mr. Dill Y Mr. Gallaway _ Y _ Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHH.L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, M ger By: AndrevffloFGinty, Its President Date: S 23/2o raj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend MI'L Manager By: Alan R. Tay or, is President Date: �rW 1q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and P Y P , WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road` and 9 , WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS the public comments received b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. PP P P 9 NOW THEREFORE BE IT RESOLVED that the Albemarle Count Board of Supervisors , Y P hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countolpervisors Ave Nay Mr. Dill Y _ Mr. Gallaway Y _ Ms. Mallek Y — Ms. McKeel Y — Ms. Palmer Y Mr. Randolph Y SCOTT/R. (71 L- S o H Lic. No. 035791/1 P 1/6/21 c`j Z z O a � 0 z O � < (A J Q O Ln F- z > w � u W W N N N N CD CD CD r1i F CD C4 C4 N N N N CD in M 1 N O W J 0. 0 0 1 06 0 TI U) W LL. LL. d i U 0 m aJaJ� E`v1' i 0 0 co J ti u ~ w w i (=n JOB NO. 182150 SCALE SHEET %A o. 1B ,TH OFIl SC OTT I - 0. 035791 n ( PROPOSED TRAILHEAD ACCESS ARE, A— B O.- vL ^ c3 k . Rb _/ ��� PROPOSED ASHWOOD BOULEVARD CONNECTION 4�' �-_ UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT RNR i? Fn Z z SI �y rn W Z ONAL E�Ol PROVIDEAND A PEDESTRIAN OAD CROSSING TO 1 vx vO� J R MORE INFORMATION O REQUIRED BUFFER c / i' £ 1 cz �O _ W > m g ACCESS THE MULTI TRAILWA \ \ _' 90 \WOODw a -USE /�/ `- C� Q ,- LU W FOREST LAKES Q K c v l7 Ixo \`:. \` NEIGHBORHOOD Imo„ `, Z ROUTE zg I Ad.4685 SITE W W z z IMPROVEMENT zLU O SWM FACILITY #3 COUNTY OF I 3o' MIN. NATURAL BUFF R , EMARLE c� c R7pMj[ ROgO CS Ln ^ Z ROPOSEDPRIMITIVE u TRAILWITH U W O O CONNECTIONTO FOREST LAKES �. 't' '. ? W 8 F Q w dal -•-. - Ii .;��;. - PO CpGROUryp J sz< O -.. ;,- f PROPOSED fi,-- B l l " - - ;' -•-' {•� ALBEMARLE COUNTY - - RESERVED STEEP SLOPE L SROAp J a O Z _ a Cj a 0 at z = v F- / PRIMITIVE BLOCK 13 III TRAILWAY ) t \ (TYP.) QI O g u Z ° Z cJ w � CIO O ¢ < N � O 0 TRAILS (TYP.) �, I o VICINITY MAP: SCALE: 1" = 2000, o m v ¢ U g - -- DEVELOPMENT ,w ' - AREA(TYP.) ) .. ^S ,/>, / 0' o' B AN COURT 3 �� z \ L o � 0 0 Z o J a J < � w J w a GENERAL NOTES -[-- \ Uj / OWNERS: TMP04600-00-00-01800 TMPo4600-oo-oo-018Ao 6 w z . m m m o w ;.LU y- ' BLOCK 1 S �/i 6 _. �`-,� HAUGH, CHARLES R. & HAUGH, CHARLES R & TRUSTEES BYH E.J. OGLESBY JR,T ELIZABETH ANN OGLES Q w � Q > O - 435 PARK ST 2575 SEMINOLE TRAIL ~ w a w CL ; ¢ r ` - - CHARLOTTESVILLE, VA xzgol CHARLOTTESVILLE, VA xzgox z E, ' 0 HORNS LAND CORPORATION l .'s: o ,;:-- ��' se , OPEN mil- TMP04600-00-0o-0igo0 vi N (. s SPACE % CROCKETT CORPORATION C/O HAUGH&HELVIN p w w k� V: --- .•, r (TYP) - ma�cc,, �w .. O \\ 435 PARKST CHARLOTTESVILLE VAzzgal z z in f C! PROPOSED CIVIC SPACE- Q ;y. pie` _` Q BLOCK 10 BLOCK 12 ° m, EASTERN POCKET PARK Ofi DEVELOPER. RIVERBEND DEVELOPMENT INC. O O 0 +• ,, r BLOCK I!} I h•liry EXISTING zoo -YEAR �� - �. (LOCATIONTOBEDETERMINED ,l WITH FINAL DEVELOPMENT PLAN) \!F O O � ° 4555ECONDSTREETSE,SUITEyoo LEcc CHARLOTTESVIL , VA xzga3 w w w w u Q z x FEMA FLOODP LAIN IT ' - r I z PROPOSED VEHICULAR ENGINEER COLLINS ENGINEERING U) g - BLOCKPROPOSED PRO I _ _ - -�._ '.. �� • ; - --� � , I I I "I'I III) `e, , � - INTERCONNECTION ACCESS TO THE MONTGOMER' 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA zzgoz Z z O ¢ � f z c� O O sn p In N N N o 1 -- / �' o' MIN. NATURAL BUFFER O m o z z d w o 0 o o N ROUTE zg -`IMPROVEMENT >� - ° R �. %% I ,r (� - r ' RIDGE NEIGHBORHOOD - 3 TAX MAP & ZONING: 0 Boo-oa-oo-01800 0 600-oo-oo-oiiIAo 0 600-00-oo-oi oo 4 4 4 9 °C o w w w to F N N N ry m o i PATHWAY l i \ -, d -. ��� i s I I `a„ • ��, 'r A O D.B.7 1,PG-6 o D.B. PG. 3 9 333, 45o D.B. 731, PG. Ego UI � w y ru o tJ o 0 w w Q p R PO D IVI SPACE k SPACE X. ` ° , '� f i / ALBEMARLE COUNTY 1�-y J Ra RESIDENTIAL R-1 RESIDENTIAL ZONE: RESIDENTIAL LU o I- z oC � w � w g 0 v c � -- '"' -� (TYP.) BLOCK 11 GREENWAY + % •"' -- . " s .,✓° ' MANAGED STEEP SLOPE (TYP.) F TOTALPROJECT AREA: 0460o00-00-01800 - 42.55AC. az nz c ROUTE29 IMPROVEMENT �i: I, .f- �a°�< _ r \ oo-oo-oaBA0 -4o-27.29AC. 04600-oa-oo-oigoo - zo7.66AG d a SWM FACILITY#z li II GREENWAY- GREENWAY - ----" -' '`' (TYP.) -` d°-�E-�" BLOCK 18 > �� EROPO �pG v r O z77.SoAC.TOTAL o w 0 w 0 UPLAND � � °� ..° - ° � �� � � PROPOSED So' BUFFER TYP. ( ) ' - �� / ) a°"s^°� - � � PARK •m°• '�.. °! - ' r., '.� �a. Y\E / S r PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT �i a• Tii ¢ z AROUND VDOT STORMWATER i MANAGEMENTPOND )��O� _ � -" _ _ - `* \ rEXISTING ARCHAIC WOODLAND -' "h�, -'� ''.+° ` C %' •' -� I ���, y CAMPSITE AREA TO BE PRESERVED / , DEVELOPMENT J j AREA TYP.> ( ) M`C TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYINGANDBELLLANDSURVEYS,JANUARYxoi. LL z g k5 � /. > 5 a ° BLOCK I6 %=" BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7,2015. p N Mce `K �j. '(� �� LU 2 \- j _ •- .r ... --r "'f».-^• _O.\ --- / -� ! '� DATUM: NAVD 1988 c'7 7 L O F z o -"•�,•- ,�, r `' +g:..._ ,- \�\\ EXISTING zoo -YEAR } v ;` BUFFER (TYP. +Q e°. ° ,°° r\ \ e FLOODPLAIN (TYP.) �-I - S UTILITIES: COUNTY WATER AND SEWER � CA N < BLOCK O `EAM i. ��� ,I _ ' i ` \I ��'� ' ! �-�--! FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51oo3Coz8a❑ w sn � sn 7 M J^ 0. PROPOSED RIGHT IN -RIGHT n 4 Z _ - \ 1 1 BLOCK4 ° `� `, i -- ' � - ,- `� ! ': I - _� DATED I Z� � a INTERSECTION IMPROVEMENTS. w Q : SEE BROOKHILLTIA REPORT > -')'MAIN�TREET� ��— \ .".� -. u ` ` f TRAFFIC CIRCLEITOUNDABOUT MAY ALBEMARLE COUNTY , / i _ \ 1 / ` - r-_. PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ .+ 0 0 0 0 o ly FOR FURTHER DETAILS, 0 v BE CONSTRUCTED AT THE � � PRESERVED STEEP SLOPE r - ": '�` - s ' MONTGOMERY RIDGE Q 3 BLOCK 5 � � v_ N � 0 BOULEVARD ENTRANCE !��� INTERSECTIONOFMAINSTREETAND (Typ,) ,� s,=� THE NORTH/SOUTH CONNECTOR ROAD BLOCKS L I w NEIGHBORHOOD iOTESEECODEOFDEVELOPMENTFORDETAIL50NTHEPROPOSEDSTREETSANDSTREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. � Z jl OPEN.�z > -- gf� ,�\ z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 N O Q 1 ' l _ f f SPACE OPEN ' (TYPO✓ 5� DETERMINED WITH THE SITE PLAN PROCESS. L N J - 1 i 'L i ;,Y SPACE ;` 3- ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH _ ` ` •.. (TYPO� ,; O (�--, ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. y. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J -� - I•.- BLOCK 1 I I EXISTING zoo -YEAR PROPOSED-'; OR FOREST LAKES. 1L % W s FLOODPLAIN (TYP.) j a< tt RIMITIVE I I �, _ �r �y -- 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WESTCONNECTOR ROADTO POLOGROUNDS ROAD BOTH REQUIRE FILLING WITHIN - W T� I o TRAILWAY �P� --' U) - CRAFTON CORPORATION ; - (, BLOCK 2 ^` ' •• DEVELOPMENT AREA J �02 1 �< GO Q- 2 Ir O (�� y _ �t,LYO THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. J J Q '. BOUNDARY f`` --�1 a 6. PARKING FOR THE PROPOSEDBROOKHILLDEVELOPMENTSHALLBEPROVIDEDIN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18. 12- EACH PRELIMINARY SITE AND 4 �I _ -� _ PROPOSED NEIGHBORHOOD CENTER r -- SUBDIVISION PLATWILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE S �/� U) W J 7 (LOCATION TO BE DETERMINED I - - - _ BLOCK 1 WITH FINAL DEVELOPMENT PLAN.) .L _ - _ _ _ _ _ � ^ _ _ - - � ` ^° ., O , ° ! IMITS OF PROPOSED REZONING f , , 2 m -� '� PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP ` U 1••.1 LU \ J Q I / ( -r -� F �� �- '' INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z 7 O W T.zg PROPOSED zoo'BUFFER ALONG RI 7o'NATURALLANDSCAPEBUFFER BLOCK, fit✓' �,.`'�L RIC a L' 33±ACRE HISTORIC 1 ° �.•° BROOKHILL PARCEL BLOCK 3 _ BLOCK 5 t = i ''�. -t ��� r SAFETYACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE W S L (/� �""' J T� O & 3o' LANDSCAPE BUFFER - _ ;. '� I -- ALBEMARLE COUNTY �_ `I'c '~�--�J AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- L J # li NOTE: A PROPOSED MULTI -USE PATH I - ti APPROXIMATE LOCATION O MARKER HISTORIC MARKER FOR THE _ •� I ,� 1 AGED STEEP SLOPE ��� (TYP) GREENWAY' ! ! f g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASESTO ALLOW FORADDITIONALAREATOACCOMMODATEUTILITIES,STORMWATER J Q r� = J J IS PROPOSED BY VDOT ALONG THE ` ; �I FRONTAGEIS ROUTE z9 FRONTAGE OF THIS ! �J BRICMAR k PER j r f / (TYP.) ; I ��� r " '_ �, ' �.yy�� > ' �l,{ f MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. L z 11--I � U TAGEOFT PROPERTY. ' -'---- _— � _ +� ----.-.p�J / °r I ' PROPOSEDzo'BUFFER - e - - a°e .�'' - �,I� !°.. - ' `!mow ^'•r, �R �i ,+ a' ;, '� _ 1.�� 20. CONNECTION POINT(&ON THE APPLICATION PLAN SHALL BE A FULLVEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�HALL ONLY BE A ¢ � LLI I Y LOCATED WITHIN THE VDOT RJW.- n I .. ,y4Ca �,.!` - - / -°?•� ,' ` LOCATION OF EXISTING , ' `�9a :LOCK�LINE( ;.' ' 'I� �� ° '�I' ° PEDESTRIAN)BICYLE ACCESS CONNECTION. 21. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND H Q ~ (D Y w U Q O z \ UNN CEMETERY TO a BLOCK 19_ REMAIN1 " 2� NOTE: ALL STORMWATER MANAGEMENT FACILITIES DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. V Q F- O �! , � � y;; e LEGEND 7F �J _ BLOCKS ` I`� iV'' AND EROSION CONTROL MEASURES SHALL BE LOCATED OUTSIDE OF THE PRESERVED SLOPES. 1L Q BLOCK 8 ALBEMARLE COUNTY. ', I / r , PRESERVED STEEP SLOPE �`, ' ` ry S 'e ROPERTY BOUNDARY (TYP.) �� GREENWAY PRESERVED SLOPES - 7 Z Q z (� � W ' � � i / � NOTE: AREA AND OUTSIDE THE EXISTING TREE 1 O -/ I - (TYP.) '„ , , - BLOCK? \ - ,, ,°• a+• - - _._-- � '�� � � \) 1 ® VEGETATIVE BUFFER MANAGED SLOPES ® OPEN SPACE O Q z >_ W J O LIMITSHALLBEEXISTING REPLANTED IN z ACCORDANCE WITH THEPLACES29 q FORESTED BUFFER REQUIREMEN - , I ., / �- EXISTING zoo -YEAR _:' / DEVELOPMENT t I FLOODPLAIN (TYP.) ° •' - NG BROOKHILL L OF zgTH CENTURY AREA (TYP.) \ , SE TO REMAIN ............•....�._ ---�•. WITHHOAAPPROVAL,Azo'MULTI-.,WITH ° SHALL BE EXTENDED TO THE ENTRANCE OF I i - GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS 0 WETLANDS J J � � ~ U) ~� T �/ d Q PONENTS OF BROOKHILL BLOCK8I i DEVELOPMENTAREA � MONTGOMERY RIDGE. THE HOA WILL NEED TO APPROVE THE TRAIL AND EXECUTE ALL - �3 - EASEMENT ', DOCUMENTS ALLOWING THE I_ PARCEL WITHINBROOKHILLENCOMPASSINGTHEBROOKHILL HISTORIC HOUSE& THE CENTURY COMPONENTS OF T y y s - BOUNDARY (TYPJ - -I _.! igTH W EXISTING too -YEAR °• FEMA FLOODPLAIN (TYP.) 1 - � x ' \ ,. : ' `> >.,."%•' `'��-'--�, - I T - T - ON FICA PROPERTY. THE MULTI -USE I USE PATH ---z it } - BROOKHILL O � O OPEN I ( PROPOSED zo' PAVED > ., MULTI -PURPOSETR IL! / -' zo' MULTI -USE PATH TO BE CONSTRUCTED ALONG / PRIMITIVE TRAILWAY O � � O THE NORTH SIDE OF POLO GROUNDS ROAD Com Wl' , I Epar[ment PROPOSED TRANSIT STOP TO BE INCLUDED WITHIN OR Q , * ADJACENTTO THE NEIGHBORHOOD CENTER FINAL .01 FIIB7 IT- 0 l•L IMPROVED INTERSECTION e+y ROPOSED PEDESTRIAN TUNNEL / i - Ap roved by ' LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° � ��11 co a FORK ; Supervisors o®®® EXISTING 1ooYRFLOODPLAIN SEEBROOKHILDLTAOPLIGHT.REPORT,r POLOGRO "_ -:. - PROPOSEDIMPROVEMENT TO STArERT.643�DgROAD(So) SOPNNP��NtiR�- Dot } N FOR FURTHER DETAILS =_ ."hliY" _ — SSDETOHEPOLAD O -" TURNLANE0 R� - ^- STREAMSDUNE15,2015 � ° •' m "`°'"481,P a6 _ _ -_ GROUNDS ROADWAY / /Z� - anner * LOCATION OF HISTORIC RESOURCE TO BEPRESERVED w - �•_ ,• •�•e '. ' IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o'BUFFERALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE w .J�. F --- - CALE - a - FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED - POLO GROUNDS ROAD 10' MULTI -USE PATH ^ L d l DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. ,t+"� °1� zoo 0 200 +oo ew 11 1 O w ? i SEE PROFFERS FOR FURTHER DETAILS 4.46-z8C .. PROPOSED LOCATION OF HISTORIC MARKER - i JOB NO. . PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION -- - ( IN FEET) \ / SHEET 1 OF 1 182150 _ -_-. SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. 1 inch = 200 ft. /' PROPOSED ELEMENTARY SCHOOL SITE ���/// SCALE N. T. S. SHEET NO. 2 Ol N I L N laaa N H m N Ma m m ytp tlfh it II I I it = 0 w J m¢ II I I I II I t�flt { II , LL / / i HjRNR/ NH AY \ \ 1'J / �Fp2 /" \ \ \ �,_ Fed �\ O>✓�F�gRO ---- / / -- ;l----- -- ij - - SCOTT R LIN` w \ I b u 1 1 1 �-- -�---'------� J I= -- 'LL�------JJ \ I C BLOCK 13 I -1 I �� ,�I � I BLOCK 15 ' �\ I , �A�YAN CO�UR�I I. r C) Lic. No. 035791 I I I I 1.10% 1/6/21 _- 1 I st I o 0 J Z f w a 1 =I U a Zw m f Cl m t p a i \ � X41% \ / z V\ \_-\ \I !� \1'�' to <� \-\�s SDP2o2000008 , �\/ LU INITIAL SITE PLAN 1 �I P APPROVED - o3/o6/zozo SDP202000082 FINAL SITE PLA(y r r- �� vv BLOCK 12 BLOCK 18 _ - - \ BLOCK 14 P IIP ���-- s r _ O GOO -- I0 \ \ a C o ° $ BLOCK 16 �UP20125 �.- "-°e o,00e0000\_/•.. oo ' \ -__ /' _-__-__� 1 ll 0 NO FINAL SITE PLAN � _ \ \\ �°o I APPROVEDo\ / / / BLOCK 4C o ROAD PLAN BLOCK 5 \� 7 7 BLOCK 3 SUBzoi -ooii , ` / o o BLOCK 2 1 - - I I SDP201900078 �•::�..-:. o I o \\ BLOCK 17 ,i' I - - I 1 APPRIOVED TIAL SITE Toz/zz/zozo ' °°° ;o \ 10 (�.,'�\` Y - ---' I -- 3L0 K A I I I SDP202000035 ROAD PLAN BL J(j FINAL SITE PLAN SUBzoz8-ooii5 a i� 2oz8000 o .�� ► o A ° /-Z zoi ooPL o `20 NALSITE PLAN 1 INITIAL SITE PLAN o I I'1 °° I � j �'-� 0 APPROVED I I B K APPROVED-o6/o8/zoi8 8 iz/i7/zoi8 SDP2o2800049 0o° IN 5 E PL / °° i 71 -- - e \ \ ! 1 \\ _ /\__\ �P i \/ o o 1 , ,o o �/ BLOCK AREA SUMMARY ° ° �I BLOCK 19 1 00 BLOCK 6 `o° °o000 I o f /I o eo00.0 BLOCK 7 "°° �\ \\ °°`° 000 o° r ° ° i C c I i 7 C 201 00054 A INITIAL SITE PLAN APPROVED - 09/07/2oi8 / \ SDPzos9o0oi5 �/ 00 � I A ° �i. o° / ,o ................S�q� O GR uN . :.... O _ .. - . ` ', ...... E RT. 643 (D B ROgp (S01) ...................... 48z, P, 163) +blot. t; t I PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT ull _ "� - • • � � •' (APPROVED INITIAL SITE PLANS) -- PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) 200 GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft. / / 1 I I1 'i laoo Block Land Use District Area Per Brookkill COD (AC) Proposed Area (AC) Development Area (Roads, Lots Buildings, Parking lots) Per COD (AC) Proposed Development Area (AC) Greenspace/Amenities (ac) Civic / Parks Required Civic / Parks Proposed Greemray Required Greennuy Proposed Open Space Required Open Space Provided Buffers Require Butlers Provided Total Greenspace Required Total Greenspace Proposed 1 Neighborhood Service Center 12 12 0 0 0 0 0 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 3A Urban Density 3.3 3B Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 4C Urban Density 6.58 - 2.31 1.46 0.85 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 72 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 9 Neighborhood Density 9.6 6.8 0 0 1.8 2.47 0 0.95 2.8 2.49 4.6 5.91 10 Neighborhood Density 4.6 3.4 0 0 3.6 3.94 1 0.92 0.1 0.3 4.7 5.16 11 Neighborhood Density 5.7 3.2 1.2 1.1 8.2 8.66 1.3 0.54 0 0 10.7 10.3 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 17 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 19 Brooldill House Parcel 3.2 3.2 0 0 0 0 0 Total 223.9 168.8 10.3 53.6 28.8 16.0 108.7 O O O O N N N tV N N N CD N + N N co N wN N w > w z Ii M Q 0 I..L i Q T� _ _l O O J O J U = O J O m m J i O 0 0M W H U w w a � JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 i I II11 ..: i , � ,.\ \ \ / /' , 9 ' I' \ni p - i i 1\I \ \\ I 1 /I \\\\\\ \ \\ \ / /// ////�/ \\ ���_ '�,L I \\ \ \ / / / / A I�1 I- \ l"'\ r� ) �I;' IIIII ��\ ;�\\ \ \ \ \ \\—..�,.G.G,.� f I \ - URT - III L v� v�� II I' TP\VA A ��\ao o do Co //// / / // / SWOO C +H �I Iv \ u I v -- /////�� /1 RAV N I \ v v II vI // oll`� v AAA \ �WN i2\\ \ , ALBEMAAI/ / // / / / 'I / - VAVA VAA I I II`ACvtE��\� \ v�/�//// /// / " VA /i /i i � �_ v 111 � ��� I I I y vv �/ vvv v I � ti�l J _ _- v \ V A11 jj II, 1'ZONIN \p \\ v\ - - / / // // / / /h� V\ I I, ( / I I - - - -�:� _ \ V A\IIIII I I III I' II III'1�1 �' l \�% /"\ v ///// , / ! ti I �/ �/ TMP: o 00 00 000To f _ _ _ _ v v� 0 SCOTT�R. CDLLINS� y 1 �B/ G: I 4 I I I - v \ / / ! \ I � l 1 v � �_- L� Lic. No. 035791,'n �/ 1 I VA vAvVAvvv -// /////z/J 1 IV ( 1i / I I I .� /� +( — -- - I' I �1 \ V Av�\ - - / � / / I I I 1 I I I I11 A \ 1l/ IV I OWNER: FOR AKESCOMMUNITY / / JIII I \ 1 \\ / I ASSOCI ON INC \ / \ - J - - ` ; \ A 1/6/21 �� / \ \ \\ \\ \ - - % / / / // / / \\ \ I ACREAGE: izAC \ - - �`\\\ - / / IIIil� \\ \� ' i // I I I I /-- I 4. tv / \\\�\ \ \- 'i / / / I I 1 IX \ 4 I " ZONING: PUD - - \ , \ \ - \ -� \\ �Ssr� \ / / I �l I' V //I JIt'1 IIti1 IL �I� vvv,Av� %// / / V I �- � _ �� >> i 0448- v ' a - / - - - -- y vvv / / /1I I /UI llvv �v / /// IIII (I \_ - - // a-/�� v� \ -- D�/PG: i jg/4�73 V AVA\ �VwVAv 1T�= // / �- v� ��vwv v 3 46+ �/ 1 1 .I / � - \ � v �- / _ I I I A __ / A v V A Vv (\ / v- —w— v \vvv v / //I 1+ /1, III // A / , � ) I Ill; ^�I - I 1 1 ? )� - v ,v_ � --�A� // I I 111 I (II�_ : A, � — / ./ / I\ I / ! / / /� I IIII A ------ /� //---�-/-� �- -� // / I _ / �� vvv- v ---- - - - - —� �� --� -- �- L-�1---- ---- �- �- - vv v \ -- ------ - / l y--t t t r - v l� // (��I II II L \III \ V A \ \ f / �I I ( _� _lam ��, III'." = A I v / // // / / / / / // i rl / nl 1 / �- �ti�� v� �; w IIII'v. v , \V AV vA /l l / I \� v / / // / / / / (I J n I .�.'��AV A A A // / 1 \ V / / //� / / ///////I I I ` vv ,/ I / / / // / / \\// 4:� l \\1 \ \ \ / / I \ i , i, i, --I �\`\ \ \ \ \ / / \ \ \ \ 11 \ \ I ( �\ sy,� � I: II /, ill I I 1 .�V // � IIIa V �. A, \A V A V / "GENERAL NOTES: hI . v v v I y_ v v� v// ////// 11 vv v - — r v\vvvv o ,vvvv v I —— _ I I -a � v� • <. \ � ,�- I \ 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID I V � O v I v / I I I III 447 3� 39 v 1 �� ,V � =s v \ � ��v � /// // IIII I V A V \ ) < � v I I )/fVI � \\ \ v I 1 / --� �e wv � e / ' I - `_* v v. � - A -- V A A A �,� � // / / , I A \ / 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM / n / I I I A \ \ V / / Q� w- v �/ � �I III 1 M A A / / - I V A � � / / / Ov - ,� i I I \�. A-\ � ti � � v v v � I I / / // A I A \ V / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE / � - V A VA v \ I 1 �I /�' vvvv F // I � \ \ 1 \ v -,� � / � I I 1 // I I I 1i'1 \ \ I I � � vvv �/ - '�� II 'i. v� v v \ v v / // I A \ SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED / I A \A \A V A v \ I 1 \ \ 1 / 1 A ��v �RQ - \ v v v v ` - ' UPSTREAM OF THE PROPERTY. /1 1 I V \ V I / / \ \ vvv vv� a;" V\ �C, ; �1 >, v, A�;�//// -,111I II VAI A �IhI l v�\ l vv v ' _ I - - v v� vvA \ V 1' 'A -� ; y\� A wv _A � ,, - «� - / / � V A 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / I I I 1 -1 1 \ \ \ \ V I I �I �J V A V� vv v z � - ! I I - - � I \ 1 \ \ \ I \ 1 \\ \ .� ,\ � \ \\\ � � - - �- - // I \ � � � 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL J _ I I Jl + \ \ \ / I I I I I I I (/ \ \ \ �\'�\ \ \ O - _ \ \ 1 \. , ' - EXISTING SANITARY SEWER AND INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF \ / - 1 III \ \ \ \ \ \ / I (/ // \ / /r / J I�, \ � - _�„ - \ / I II } \ / a r n \I \ , EXISTING STREAM I I\ \ - - - - - « - - / I I \ \ ?o' SANITARY SEWER EASEMENT \ I + III/In \ I \ \ \ \\ \ / I I I ( f ( \ \_ ,/ /// ( I / ( / � k - \ �� - I \ � UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, �I � 1 / \ \ \ \ I I I I III, 1 / ( I / (A u - - \ \ �/ / / / // / \ \ 1 \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ) I \ I / I ` Ln CO III -`1 \ I II // / //) ////)(`�� \ \� 545°3= II \\ ) \ \ I \h \ \\\ \\ \\\ I III / / \\ Z W — 11 I I a\ 1 I 11 I / / / / / / - \" °863°E - - - - / I I I I 1 j \ \ - CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION I I � \ I I II III li \ \ l \ \ - / / l I I I I I r- / Z � ° I I I III /\ ` \ , � \, � '° . �\ I IIII / \ \\ BLOCK i3 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY II \ IIIh ` \ \ \ \ \ \\ \ \ / I hl (� I ^ / \` O O F- \II U. \ I ( / \ \ M \ ' :; \ \ I I SEWER, STORM SEWER, AND WATER -SERVICE PIPING; __ I M \ II � � l I I I) I I IIII \\ \ \ \ / � i r \ " \IIIII 3 \�;\\I\\ \ II \/� \ \- l� \ \ \ / / \ { I� / \\\ \\ / � /)/ I I f I I > o A \ V� V 1 v vvv v . - \ vv� ,' -Iv -� � a = / A' I I VA v A A v v UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE 11 1 I I l V A \� \ // I/} \ / , w \ r o \ I - � - \ __� ��\ �\ \' - \\�\_ " ��!' • \` , i \, r I \ \ \ \ `- CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED \ �1 I / \\ \ \ \ \\ \ \ \ \ - / / / / I l/ / / \ 1 / \ ` i V I ce I11 , A v V' A VAA\— -, >v�� vv 1 --ram — v, v v V v� v -` �V II vA // �/ -"- v •" i^ \ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES \ U IIII I ( \ \\ \\ \ \ \ / / , III \_ III \ \ \\I\ \ \\\\\-- �\ \ \\� =_ _ \� ' _' . EXISTINGWETLANDS(TY_P.)----- I II \\ \ \ \ \ \ 41y , \ III III \ \ \I \ \ - - \ \ \ �., — ��T _ - =" : \ � SERVING THE PROJECT SITE. \\ \ q \ \ \ \ \ \ m f / / / M _ I ` \ 1 \ \ - _ \\\ \ �`�'=-, ^� \ \' \� \T \ \ �� \ \ 4. 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PROPOSED WALL — — — PER PROFFER #z OF ZMAzo3.800011 /' — — EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. j /; (MAX HT. 6') , / - 31, 30, 38, 38. 16' 14' 30, / , ' ;/ 30' PLA TE /REFOREST(=D BUFFER ROD E zg BU FER NOTE: SLOPES GREATER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP 100' WIDE BUFFER ALONG ROUTE E — — — — 10' R AR SETBACK (TYP. — — — - — 4 3 zg TO SCREEN THE DEVELOPMENT. SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A a �a3 — — — — -) r — — — _ — _ SEE NOTE, THIS SHEET. I I v 3° 30 3 / / / RATE OF 6o LBS. PER ACR, OR 1 LB PER 1,00o SF. PROPOSED WALL - _ - - MXPROPOSED 6WALL �we \ I m I I OPEN SPACE _ MAINTENANCE EASEMENT ( ) \ \ W > I ) PROPOSED 4' CONCRETE SIDEWALK \ I n LOT I PROPOSED-- / LOT 1 �L LOT LOT LOT � I LOT LOT I� f LOT LINE (TYP.) �� -- -- I I� I E PROPOSED GARAGE (TYP.) LOT �I 2 z7 z$ ¢ I LOT LOT /5ti/1000 Lic. No. 035791,E 1/6/21 ¢�'41 ,o LOT 5 z - z6 M o 0 9 ° 3 �(1)PROPOSED °� L m 18'Xzo' MIN.I OT 3 v 2LF Fs l 31 32 / I m PROPOSED WALL \ \ 22 �. wl m PARKING SPACE V m - (MAX. HT. = 6') �oA ROPOSED DRIVEWAY (TYP.) <<__, - N, �_ _ z _� w (8'Wxzo'L) 3 _ y � y 8 f � \ I it � I� pl m I :> .- .:•..,, i Ali I '��% < t =Fa3 N _ ��� ! -- PROPOSED \ . e _ N n —=_z=_ :: - I � [ \ - I SETBAC (TYP.)- _ PROPOSED 6 PLANTING STRIP r 11z GREENWAY E N _ (i)PROPOSED PROPOSED I u z5 MAX.-F ONT _ i -- "--- I -° a _N u o '+ PROPOSED CG- D ENTRANCE (TYP.) ' e / LOT \ it ° ---- -. i - - i_ � � N �__ Z N N N .>aR ';. '. 9 i ( ) I (TYP.) � \ V N - PARKING SPACE \ N jj y, I /{ 21 \ ° - L - (8 Wxzo L) PROPOSED CG 6 CURB TYP. (1) PROPOSED PARKING SPACE (8 Wxzo L N ( ) I - - - - - � 8 MIN - <'+4 , 18 ... [M _ I>FRONf 5BA�o TYP) LOT O PARKING SIGN II / EzF:so 108 ¢ e „ .. / a I + . 30 �Fj . n z / \// F 1 - 30 .. . " .. 4 + z6 z9„ I o ry i LOT fnuj m 8B, a � l r .,a, -'.. ,. • � ' , - . � .. ., � -; ...: ... .._. : ,._._� � Ifni m SWM FA ILITY e p FA[ z C � E /.. .-.. a r - � _ � � 11+5°.- 201 - _ ...-.- - _ .2 i y. 5 .. -,._. -- m,. ... i w /. ... E O O .. f LOT ( s.. it iz+oo ,y5.... L� n - /., i �E �, --- I .. . a ti 10+ 0/c-F/c KOCH CO s 13 N_ .... w 10 o > e 1 / ,', 10+00 5 4 PR URT _ CP .. ,A 3 " E w [ \ 4 OPOSED PUBLIC — / [ d V ROAD $B, C I I Vl \ r - AR. WIDTH PUB " GV _ d /' ti '• �` " � -- - e3-_ RI RIW - PUBLIC R/W \ •..::' L �. ® y - •,' y LIMITS OF GREENWAY. f SI MST f - _ANCE- 80 E �F I I PROPOSED WALL � FUTURE PUBLIC GREENWAYTO BE \ - STOP SIGN (TYP.) za [ 3o' 3o' 19' _°' S' NO PARKING SIGN (TYP.. MAINTENANCE EASEMENT DEDICATED TO ALBEMARLE COUNTY W [ \ o h� . z' 19 - - 11 z6' ` - AT TIME OF FINAL SUBDIVISION PLAT f \ 'S' L'•" g 1 - - _.I _. 3y ....STOP 28�. OPEN \ NO PARKING SIGN (TYP. z $ MIN. FRONT - - - - \ I I PER PROFFER #z OF ZMAzol8000ll I e SETBA K (TYP. _ E - " ti0 - - FRON SE7 Ac_I< (T (P) \ { SPACE - I , ._ per- � - I I 8 M N. 1 -- -- 1 ROPOSED DRIVEWAY (TYP.) i r. K � _ f .. 48 R I r::. I I I I PG 10+ a I J I zs MAX. FRON TSET 3533 YP.) a o -- - BACK (TYP. CK ( e.'. t PROPOSED WALL OP N SPLACE N °• i . _ ri` - � o o i 1 _ _ r SET s9 \ o, \ J � E - PROPOSED CG- b ENTRANCE TYP. NT . nsms = E (z) PROPOSED ° 9 ) --1 ------ I i n - _ i AX. FR s \ \ (MAX. HT. 6) " --- N STREET SIGN TYP. + - zS�A u _ / E E / PARKING SPACE s - --- -- u ( ) \ / i A o LOT \ / < E ✓ °� PROPOSED WALL N I " ° ° - -__ __- - _ -^ ROPOSED 5 CONCRETE SIDEWALK / 0 / s u u __� _ \ \ 5 FUTURE 6' PLANTING STRIP -; < / MAINTENANCE EASEMENT [ /PROPOSED GARAGE (TYP.) Z v LOT s 5 En i w ED Z i V j 0 � r �g Lu Lu d i p Lu Ln Lu E / o '\ m (18'Xzo' MIN.) s Q mU s A FUTURE CONCRETE SIDEWALK 0 0 0 LOT a m / -� LOT LOT LOT J �� I LOT 6: 5� e- E N N N o N 3 LOT Q °-co 0 LOT _ i 18 Q� .� ,� a�, _ �: , R '° WI / LOT m LOT 12 11 10 9 I •' � � n� �. COI 7 / UTURE 4'BIKE LANE \ n� 13 I 0 �. 8 PROPOSED LANDSCAPE & ✓ / 9�C9R z6 I �L 4 ° Q L o MAINTENANCE EASEMENT / PROPOSED GRASS LOT �a rTo9 0 Iv w- I 1 �0 7 SWM ACCESS PATH ROPOSED 6' PLANTING STRIP I I I - - - - - -;17 / - PROPOSED CG-u ENTRANCE (TYP.) '0 ROPOSED CONCRETE SIDEWALK I I / / / o STREET SIGN (TYP.) \PROPOSED WALL LOT a \` I 5 I STOP SIGN (TYP.)/ SC P B F R (MAX. HT. = 6') s aQ < / PROPOSED CG-6 CURB (TYP.) L PROPOSED CG-6 CURB (TYP.) / / o' L N g - - - - �SIG•�yDI��' NEE=335' AVENUE OOD BLVD. --� 16 dd. i / / a8' ,PROPOSED CG-1z (TYP.) Bois ROPOSED CG-1z (TYP.) - - - - - - - - - 'ram„ D EX EN510N TRO ?SHW _--� \\ \ PROPOSED 5' BIKE LANE o' fi= , • - - -FUTURE ROAD fin' PUBLIC �LL LOT /(15) PROPOSED PARKING SPACES (8'Wx2o'L) o SR ROPOSED SIGHT DISTANCE EASEM'ENT".` ' o, E \ 15 + :11+So.3 ; .: • : ; .� -53+0 / �r - END OF ARCHER AVENUE ROAD CONSTRUCTION E PROPOSED 5' CONCRETE SIDEWALK Pp Dg SPEED LIMIT (TYP. DISTANCE TO NEAREST INTERSECTION=490 . \ .� PNDS 8 R 5' < •10, z E FUTURE PUBLIC GREENWAY TO BE 2 5 51+00 5 5 ��� CPNCE- e e o L � � o+o0 59+50 � 1+ ° -335 NOTE: ARCHER AVENL DEDICATED TO ALBEMARLE COUNTY RI N + O E 77 RI 49 5 f� �S�G\\C D F k k SHALL BE COMPLET E E AT TIME OF FINAL SUBDIVISION PLAT, - C / / $� as W F WITH E PER PROFFER #z OF ZMAzo�800011 23 E P"FI 49+0i 335 " PROPOSED TYPE III BARRICADE END OF ROAD SIGNAGE E W - E X Cho PROPOSED CG 1z E� E E ®� PROPOSED6'PLANTING STRIP ENv�PD +° AS \SLPND / p�S�PN PROPOSED RB(TYP.) w o: �PER VIRGINIAWORK AREA PROTECTION MANUAL EXISTING STMCA F P� CRO 48 5 i5 GR / 5 ? v° o r F E E\ 4 E pQug(Rl`N _ N / e W • F E PR P P��9kO° 6Ouj 0.FIC -15!!N Ftk PROPOSED CG-z CURB (TYP. 4 / _ = 7 - x /� CE=335 _ _ ( P �� - - _ - h/t F • HT DISTA � ROPOSED CG 11 ENTRANCE (TYP.)- UTURE 6' PLANTING STRIP E E e J � � W F E � r • ° //�� 20' LA DS APE _ �51 - /PROPOSED CG 1z (TYP.) z4' F/C-F/C I I / / t t F G E z E F f E 5Vz i- i / STOP SIGN (TYP.) 30' TYP jC .) STREET -SIGN (TYP. g' E r. _ _ / 6 yo, REAR SETBAC ( _ - / NID$a ✓ LOT { PROPOSED WALL F - - o i (MAX. HT. = 5') LIMITS OF GREENWAY. E� E TY �a. / �.. _ _ ° _ ° _ - SPEED LIMIT TYP. ,n { E � ( 33 FUTURE PUBLIC GREENWAY TO BE Q ATrq \ ° - - \� DEDICATED TO ALBEMARLE COUNTY 1 / PROPOSED SIGHT -I N , - - E ROPOSED 4' BIKE LANE jo T1 p / AT TIME OF FINAL SUBDIVISION PLAT \ / - \ DISTANCE EASEMENT p aoa' E PROPOSED - � � - I ry zo' E o { III la � � � PER PROFFER #z OF ZMAzal800011 / LOT LINE (TYP.) PROPOSED' \ LOT /n E/P n,- pq —} I PROPOSED WALL \ e \ LOT /C o I - i p MAINTENANCE EASEMENT L DISTANCE EASEMENT \ \ LOT ( 57 e m m�k LOT v E i o mm PROPOSED LANDSCAPE & S -o ° 3!} ¢ I / Ett\ '. -.. MAINTENANCE EASEMENT `r'' 55 o '.• 1; - {F- E . r E E x ROPOSEDCG-6 CURB (TYP.) s,.. s - O PARKING SIGN '03 �tL• / .. �, , - -� t. t . t . e F <. -E' e <_ t c ✓ I E �� s _ t t < "` aZs' AX. FRONT / . + ° _ i �. e, �iCP QE OPEN SPACE / LOT SETBACK TYP. / �� m b a q LOT e a t ✓ �� \ BA ( aep o - ��p� �S / SET P`� 35 "~ I E r k k t t e +00 PROPOSED CG-6 CURB (TYP.) ✓p '`� \ \ ::—' 18 ROPOSED CG-lz (TYP.) LOT sXISTING WETLANDS TYP. '. \ \ ' SETBACK - W PROPOSED CG gD ENTRANCE (TYP.)', 3° 14 + / p9 LOT i E F l (TYP.) ' \ / 53 2g N y. PROPOSED GARAGE (TYP.) W / ROPOSED CG a ENTRANCE (TYP.) y ! /PROPOSED GARAGE (TYP.) STREET SIGN (TYP.) .,' a ti o 18'X20' MIN. k j In \ o (WM FACILITY / /: LOT _ _ ., ��. \ I / J/ _z / y +p0 // 1z+5o ..: PROPOSED 5' CONCRETE SIDEWALK ' \ ROPOSED S' CONCRETE SIDEWALK / / 5 �@ i yz - pk LOT J F `:. � F E' / EXISTING TREELINE (TYP.) ROPOSED 6' PLANTING STRIP ! k. G \ \ \ \ / 37 F � - i O,o Jim\ ! / / °9• fla / / ` 3 PLQ P.�P� �R\" .. • : ROPOSED CG-6 CURB (TYP.) / - �. E LLI O i ROPOSED 4' BIKE LANE v LOT m C[L R J / E �' /j �STOP SIGN (TYP.) ..: V �\ ��` � / � J G� G \ / / 5 PROPOSED 6 PLANTING STRIP yti �kLOR�\V\ j �a �/� % S/IFS\ / OPEN SPACE - �i 2 o -lP' PROPOSED CG-1z (TYP.) / I PROPOSED 5' CONCRETE SIDEWALK / M : , P /\qC/C NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A H \�o� �� !j PROPOSED DRIVEWAY (TYP.) ^' (5) PROPOSED Pic oQ ®� // I LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS y \e, I / m Q O�Q L PROPOSED SIGHT ARKING SPACES Q Q� z�% �; !, �PROPOSED GARAGE (TYP.) I f. / SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE DISTANCE EASEMENT (8'Wxzo'L) QJ °z>4` !; %18'Xzo' MIN. ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY LOT k; - ' k// � /Q• •. / ' e j k FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY ROPOSED 6' PLANTING STRIP PEN 1 _ — — — o O rS f4CE 2 8 FROM ADJACENT ROADS. THE SPILLOVER OF 1� k * / ! Q' 3 ' �PROPOSED GREENWAY (TYP.) e E�/ ' 1 / i LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS 1? \ i R/IV. / /tiv )�Xh So) / a / h/ / AND PROPERTY IN RESIDENTIAL OR RURAL AREAS o BE iOT I M R / / , ! )UN Y s\\ kro \ / 50 !i-- N __ ` 26' /P-E/p j/ /�C� y `' A° / '' " �' LOT : LIMITS OF GREENWAY. / / ZONING DISTRICTS SHALL NOT EXCEED ONE HALF PLAT G 30/C_F / /P y , . a FUTURE PUBLIC GREENWAY TO BE 000u y.� \ 1oa' z /C / O�� ? 9 p NO PARKING SIGN (TYP.) .a 39 ` FOOTCANDLE. I , DEDICATED TO ALBEMARLE COUNTY PROPOSED 10 ye5 X i- A / j 2� 2 k �iC p/ly / ®a ROPOSED CG D ENTRANCE (TYP. G. . p /\ 9 ) AT TIME OF FINAL SUBDIVISION PLAT, e REENWAY x k T II �� o- °i / Q J 1 PER PROFFER #z OF ZMA2oz8000zi y tit AI STREETSIGN(TYP. of FO C ,. h a° ° `.. LOT s { // (TYP. 2 , \ � LOT II z � O o FAA /E OPEN SPACE\\ /Cy �y LF9 __ - ° I° /LPL Off: /+O / EXISTING STREA /E GRAPHIC SCALE v _I e s/ c, P / / ,i \ ll1 p - a 30 /� 30 0 15 30 6a 10 ➢. c+ 1 /// zS,R ''ojti y ,\ /;�� lfj4�1 \ 0 9L o F> 'o\ 1 / /�o�•'� �a LOT i/ y �9C f�\ LOT <,, do / 3' �� d/ IN FEET PROPOSED 5' CONCRETE SIDEWALK \ �s T r��\ 4 < % `® 4 J k / n \ 48 V---- ° \ /,CC ®• =o ; / � 1 inch = 30 ft. PROPOSED4'BIKELANE , \. J ry \ IVIA INE - SE S1 / N N M 6p N N to v n C2 L9Cn ti ®� M CA N M N O w N C\I N W> Lu J > U) N� Lu L9 0 U N w Lu ul F) z LU Lu NNNNNNNNNNNN� U) Lu 0 O O N w J F 0 w w JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 / oxo F U �LicN035791PROPOSED CG iz(TYP�Lo \ 1. 41/6/OPEN SPACE j � / � \ � 'r,�!/�?� .: \ \ \ y y / /�P 1 c�tP�' ��\`� �° � y ` " / \ ;�' \�°S. \ i � k k •' �'ss I k k � / h' / i \ �pF. titi ,;•\ / \ \ y 35 ° 9- /.TKO FQ� ��J��\ y @®. ,�a° \ \ \ \ / � k k ROPOSED BIKE LANE / ✓�� O �9 / j �o m®¢s° \ \ \ b k k 4' PROPOSED WALL �16k�f w? /�f /� .) j a® 4 LOT \ \ (MAX. HT. = 4') k k k y6x5° �m a / PROPOSED GARAGE( YR. ti a8'xzo' MIN. / k / f LOT \ \ a5 00 �P .. ✓ \'' s LOT \ ' / / PROPOSED WALL k k k \ `s*�to MAINTENANCE EASEMENT / VFUTURE tom85 \ STOPSIGN(TYP. R %CO / F a6f r• 44 % � kpo\ Z 3 PROPOSED CG-9D ENTRANCE (TYP.)/PROPERTY BOUNDARY (TYP.) k / pT SIGN (TYP.) \ a - LOTMITSOFGREENWAY.LOTPROPOSEDCGaz(TYP. ti� \ y ao�PUBLIC GREENWAY TO BE k /o / - ,r ,� -� - \/ `fo ' �y / \/ >• p+5 �: k_k \ t k EDICATED TO ALBEMARLE COUNTY k k / / 9g:.. $!} / - ... -. \ 1./ > .. / \ 30 / k k k.k, k`. t< . L / k AT TIME OF FINAL SUBDIVISION PLAT / / PROPOSED CG-iz ENTRANCE (TYP. >')\ \ / �® �a �o LOT / \\ k c PER PROFFER #z OF ZMAzoz8000ii k/ /. PROPOSED 5' CONCRETE SIDEWALK / \ �\ \\ \ afl >8° �" Zt6 // / k k k J k - / <� /, \ ROPOSED CG-u ENTRANCE (TYP.) \ . k ;..k t _. t k k r a LOT a, o "" k u k _ 9 k k� /ems k fUl�i m $ / f x�\ STOP SIGN (TYP.) \ LOT o k t k k k E k w r o .y -N� # \ ZS,R \ h - j \ 3 t - k . k < t / k Z Lu [ x y \ 47 \ / LIMITS OF GREENWAY. k r E k k SPEED LIMIT SIGN (TYP. k oo \ Ylxx \ ! FUTURE PUBLIC GREENWAY TO BE F t kk t / k O o DEDICATED TO ALBEMARLE COUNTY k /k F LOT PROPOSED U PLANTING STRIP `�j/ \ ` \\\ s\ l / / ATTIME OF FINAL SUBDIVISION PLAT,, -k " k k/ ,A w '" L / / 3R Co xi' s, PER PROFFER #z OF ZMA201800022 k �k / Vl I k M $2 / roh �C \ \ ND OF EUSTIS AVENUE ROAD CONSTRUCTION i E k k t k _ (i) PROPOSED PARKING SPACE (8'Wx2o'L o / V A \ \\V �\ / k � k lk i �y, \ PROPOSED TYPE III BARRICADE & END OF ROAD SIGNAGE �,' / k .t k k / > f k / LOT o3 �`m / f �~ 2 4i ATZ b \y®\\ / \ \ \PER VIRGINIA WORK AREA PROTECTION MANUAL / k �� Eket k° t . t rk �t / k W L EXISTING STREAM \ r / of !x PROPOSED CG 6 CURB (TYP.) \ / F / / $1 /o . 9 i \ k k k k i �P' f e'e\.• F/ % 6'O) \ � k. .�k E r.k k - - / \ \/ \ : ,✓ ice\ :.:•.' _6 A f ® \ \ / k a e c �' t < NOP4RKINGSIGN (TYP. PROPOSED CG 9D ENTRANCE (TYP.)\ FT t � k k / / / �\8,p,�� \ �� / o .•'� � e,, � LOT \e9r \s% �, ;� ,� . t� � � <� ,� ��i \tiT r k / OF LOT UTURE 6' PLANTING STRIP $O_ k / / (z) PROPOSED PARKING SPACE (8'Wxzo' �f�: /( ^ ��/ L©T j ��s T� UTURE CONCRETE SIDEWALK k \ k �� `� `� [) of k k k ppp // h C Z% 5Gnl 5 k k\ k k / / /s / F N N N O LOT °6 p !.1/ \ '' " �!� ` m0_ 59 / ,�� / / Cl, I k \ k S (] ti N N `..i to ® - k / C 0000, o 79FUTURE 4' BIKE LANE PROPOSED LOT LINE TYP. / / ° , LOT / �irF��/ji k k ( Qom/ ��Q �h� 4- 1R / / ,` LOTC�` R / ppe ji,. ISO p® pmp ROp POSED DRIVEWAY (TYP.)7g ® LOT LOA63. / / Lu ;) so 1ti r,'x, \77 ROPOSED 6' PLANTING STRIP g k k / m // p�� �O�zl \ \\ / LOT / \ \�\� k, k / C7 Z k. k. </ - - --LOT '99' +eo ,` /- �� 1'" V. C) / \ \9 - - k \ \ 62 76 / / �v / 2, (i) PROPOSED PARKING SPACE (8'Wx2o'L) ROPOSED GARAGE (TYP.) E. k k \ \ ®�� oo ti>< 18'x20' MIN. (2) PROPOSED PARKING SPACE (8'Wxzo'L y k k k \ \ \ 19x / LOT \ \ ryV PROPOSED LOT LINE (TYP.) LOT k \ \ \ 9 f p \ / / k \ e, ` 63 75 k k 3R o' ROPOSED 5' CONCRETE SIDEWALK / � k k k k e k / p \ x�o / __ LOT j k k k k k // LOT p \ o R /. �' / pp OPEN SPA CE , k k k / k k k k \\\ 74 ate/ /° 99, 64 / k k k k k LOT AREA CHART FOR BLOCKS 9, 10, & 11 Q. Qm Mo : 2�xk �. •' / ma j \ / k k k k k k y / LOT LOT BUILDABLE LOT LOT BUILDABLE pp i / LOT //, ti� / k k k k k k k k / NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) k PROPOSED GREENWAY (TYP. / G i LOT k k k k / ��o� $ 65 i k k FUTURE 6' PLANTING STRIP / 1 4,994 3,682 44 3,124 2,583 2 3,379 2,847 45 3,122 2,581 / PROPOSED DRIVEWAY (TYP.) 4 / k k 3 3,250 2,725 46 3,106 2,564 zo), / vy / // o LOT j / 4 6,630 5,002 47 4,278 3,138 � k. � ` / `• � / Zc f. N °. � � pp 9p' 66 / ���°/ PROPOSED GREENWAY (TYP.) ! k k k k k k / 5 6,319 4,527 48 5,089 3,686 k E k k LOT / ppp k•' k k k / 6 3,457 2,620 49 3,230 2,701 r n � 72. �d: ; '•w .�° \... SLOT - - ���� k-.\ k\\ k k k k I / 7 3,369 2,524 50 4,341 3,148 \k - k t 8 5,323 3,539 51 5,500 4,042 67 / �j k k k / 9 3,996 2,605 52 3,300 2,751 k. .� °' ) '.' LOT ,ryti .k I 10 3,425 2,541 53 3,496 2,947 xo \ ' 11 3,363 2,519 54 5,852 1 4,432 k 12 3,453 2,608 55 4, 960 3,622 / k - 13 3,532 2,682 56 3,080 2,539ROPOSEDCG-9DENTRANCE(TYP.) EXISTING STREAM r k k k k, k/k 14 4,576 2,958 57 4,617 3,392 PROPOSED GARAGE (TYP.) 15 4,245 3,106 58 4,486 3,351 k k ry a8'x-MIN. Q k. 16 3,D58 2,512 59 3,227 2,659 k - - - - 96' - %°j '� a) PROPOSED PARKING SPACES (8'Wxzo'L) _ < k k 17 3,D26 2,531 60 3,222 2,655 k - - - - -- - ..:. \:`D+ k k - - k - / 18 3,744 2,679 61 3,285 2,743 k \t k k PROPOSED 6' PLANTING STRIP k. k 19 3,957 2,903 62 3,679 2,579 k k �� k \� 20 2,975 2,451 63 3,555 2,491 Ee \ E k I v a �y� s P, a. k kt t`\ k k / / 21 5,793 4,303 64 3,036 2,490 v F �i - k ) LOT wa T°v� i' .s_ -., ROPOSEDCG-6CURB(TYP.) •"k _ �- k kett Ekk`kE ,t k k k„ 22 5,618 4,210 65 2,779 2,202 k - .k ) a vp -A k k - _k . t ,e . /k / 23 3,379 2,851 66 2,650 2,076 e k k j k ` 70 s� TAv� NO PARKING SIGN (TYP.) e k / t t k t �k k , 24 4,232 3,072 67 3,238 2,198 yo T�9 J 1 k k k kt k, k k. k/ /'(' PROPERTY BOUNDARY (TYP.) 25 4,134 2,982 68 4,135 3,084 PROPOSED 5' CONCRETE SIDEWALK k kt k k k // / 26 3,243 2,702 69 3,203 2,661 k k. k k kk \ \\ \ LOT yo9a ba \- o 27 3,133 2,591 70 5,048 3,710 69 k k XISTING WETLANDS (TYP.) k� 28 4,D61 2,903 71 4,864 3,492 k 29 3,704 2,608 72 3,251 2,706 k k / k \ LOT mm /��O LIMITS OF GREENWAY. k k E k k k k ! / 30 2,970 2,429 73 3,159 2,617 k k / �o \ / FUTURE PUBLIC GREENWAYTO BE / k / 31 2,945 2,403 74 3,033 2,491 k k / \ \ 6$ / DEDICATED TO ALBEMARLE COUNTY k k ky AT TIME OF FINAL SUBDIVISION PLAT, k k / / k/ .00e 32 3,617 2,516 75 3,437 2,355 k / \ \ j / / PER PROFFER #z OF ZMAzoz8000aa k k k y 0000, 33 4,956 3,636 76 3,453 2,360 k E �1 \\ �✓ k k k F 34 3,060 2,516 77 3,021 2,479 �o/ PROPOSED ENTRANCE k - �. - k k k/ / I / 35 3,124 2,582 78 3,130 2,589 k k \ -' i TO PARK AREA k k k k / k GRAPHIC SCALE 'G]] k. / / 36 3,093 2,550 79 3,177 37 4,660 3,395 80 3,722 30 o a5 30 60 38 4,645 3,396 81 3,671 h 39 3,117 2,576 82 3,097 MATCHLINE - SEE SHEET 8 k k k k k �. �/ y k/ ( IN FEET) 40 3,137 2,595 83 3,028 1 inch - 30 ft. 41 3,106 2,562 84 3,084 42 4,589 3,337 85 4,569 43 4,735 3,466 Q N ® M J qzll m t 0 N o N Gl w Fl 0 \N 1 W rl J T� J U W Ocl� O Z /�\ = V' < U � Q w Y Lu U 0 ulU W zJ � J W 0 0 o I..L o Co N u F u w w a uu)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 5A ° 6 a I m%�% I � Lic. No. 035791,E m/ "0� 1/6/21 'Ad V/ zW=I z O Z C) J J ti I O L,)LU H Z I � I ` I LU c E w cD z Q x V M O g LU W d 0 W Ln LU W O F N N N O N CD Q N N M N N to 7 n - ,O \ SERVICE LATERAL (TYP.) ' Y PROPOSED TYPE A -- — — S WO I --_— PROPOSED FIRE HYDRANT ARC ER AVENUE \\ LOT a BLOW -OFF ASSEMBLY I I I r ASSEMBLYW/u"x6"TEE — F T E OAD�XTENSIONTOASH ODBLVD. 16 PROPOSED zo' ACSA mmm >� / WATER EASEMENT (TYP.) e e• b i8 PROPOSED iz" DI WATERLINE . • ' ' + ° • '� • . • � --- __ / — 10 LOT ais 0000 - ---------------- Ul z C� ti M C'7 N c) i N O Cn N N Q LU J J U) LU 0 U Y LU LU LU U) LU Gf Q 0 0 N W J ti 0 W O W d N JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 11 k i y \ \ 4z / k k U Lic. No. 035791,E OPEN SPACE / \\�\� \�\ / / \\\ / / \ \ k k / x iy ROPOSED 12" DI WATERLINE o / j i ._xo / C C / k 0� 1/6/21 aw4� vn Q w Z V (7 Q i g wf V O u O Q u g d < d Q LU LU Q ILU LU LU U) CO Ln > Q LU W W 440e k - k. N N N a I r k444 /Ya /L©T'. /� k\ k k. k / S/// F� N NN O%V%l 9k�LO44 �'i . j m.57 '-i f� .. k k k k E y, \,� k �.k sn�i n�i .� ... \ k a I ,, I k ' - . k y � / _z/ o .� LU U) ® LU 0 LU 0 z U w ' Y LU Ul U) z LU LU U) w Gf Q ® o C) N u W J ti 0 W O w d N JOB NO. 182150 SCALE 1"=30' SHEET NO. 6A � e \ I ETH � �\ 0 F PROPOSED WALL LIMITS OF GREENWAY. }}} � FUTURE PUBLIC GREENWAY TO BE 4� G � MAINTENANCE EASEMENT L/ DEDICATED TO ALBEMARLE COUNTY 2E e AT TIME OF FINAL SUBDIVISION PLAT, \ E E \ SCOTT R. LINS L_ Z PER PROFFER #z OF ZMA201800�1 \ O Lic. No. 035791 � PROPOSED WALL (MAX. HT. = 6) k OPEN SPACE E I F \ Ono ��SSIONAL 1/6/21 t w4 FUTURE 6' PLANTING STRIP ` E F FUTURE 5' CONCRETE SIDEWALK �I E UTURE 4' BIKE LANE -_ - - -- - -;- k UTURE CG-z CURB (TYP.) __ / (n Z Ln Z W En _ /� / ER AVENUE POD BLVD. — I z6'E/ F/C w ¢ �n w z AR PENSION TO ASHW /_/FUTURE ROAD i7T PUBLIC RIW v� - _ / oz F J¢ oi$ g of x 15' GRAS ISLAND / c�i k z ¢ O � t t k I ___ �_ i6. p � J U ¢ O ______ E/F ------------------- / o t � E ' � F � � � Lr1 NOTE: ARCHER AVENUE ROAD EXTENSION I _i - ___________________________________ --___ - ------ ARCHER FUTURE AVEN ROgp / / ,vw. w '-' m J (n m F k �� SHALL BE COMPLETED IN ACCORDANCE E I E ENSI H ce w E � E ( I - /F WITH THE ZMA PROFFERS I F n'R pN / \ w d w d / EXISTING STREA < (E F E �4z FUTURE CG-6 CURB (TYP. R�� / w w e e / w� �w/) " � � E t � •E - � F e LL I e FUTURE 6' PLANTING STRIP /T� rt��$ s `V1hr�y s s s s s sTs s F s s 5 k/ / ��k / 4 Z C G o- F tt � 4c k J-1 w w N o N 0 N 0\ rq o N o E C' b V � i / Q; k k LIMITS OF GREENWAY. / 1i _ - E E - _ _E_ FUTURE PUBLIC GREENWAYTO BE Q - \� F DEDICATED TO ALBEMARLE COUNTY ��� / s_ ,Q v O N r` N IT N N 00 N o �o AT TIME OF FINAL SUBDIVISION PLAT, �� E - � E \ PER PROFFER #z OF ZMAzoi8woii / k � ' t zx,— E _s e / / OmZ t k � -t"\ \ � � E t k tl/F � s / � �' --� s e t �k t � Fk' tk k k F t E t F k I e\ k e k I v/, ��/ -5 I L9 e t k k /F e IT— "k 'I k t. t k k S t kkkk t �k � k kkk ✓ � � i / \ XISTINGSANITARYSEWER \ EXISTING WATERLINE / I'1 ' Q .. �... N ® M J - I _ I - - LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE e E O _ / k DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, CV E PER PROFFER #z OF ZMAzoi8000ii Q E e > 1 e e I� F k F E F � J T i / k I� x> � � 8R r U) g Lu PROPOSED 4' BIKE LANE F `� � I k00 6 � J EXISTING iz" DI WATERLINE I I REMOVE EXISTING PLUG &TIE-IN I PROPOSED 5' CONCRETE SIDEWALK PROPOSED �z" DI WATERLINE � x � / 6106/ .S�i z0+oa / L" J Q T- r-i j TO EXISTING iz" DI WATERLINE 1 PROPOSED FIRE HYDRANT F m81P o t�5. N PROPO = /'l\ E PROPOSED FIRE HYDRANT (4) PROPOSED PARKING SPACES (8'Wxzo'L) PROPOSED CG-z CURB (TYP. ASSEMBLYw/iz"x6"TEE. ee ' l/1 C) V °� ° ° _ - -� - ASSEMBLY w/iz"x6"TEE o PROPOSED iz" DI WATERLINE STEEL PILE BEHIND FIRE HYDRANT REQUIRED. 51 PROPO 'o F_ — ROPOSED 4' BIKE LANE PROPOSED 5' BIKE LANE NOo ' W �5 w \ = s° Y U O 1 39+2S " M 39+Sa —SIGHT p .. o / lu �p ~ O J 40+0o EXISTING W a W W 3.6� E F/C — — — — ( R W w ��/ +oo l e e L1J qG\ ul (n J W ARCH ER A VE EXISTING P NUE PUBLIC ROgp 4a — — --� - zj, E P - FIC W .. W - - w -.y� jANCE'335 93' WID 7H R/W I' 41+0o 93'R/W-R-1 W W a o 41+50 43 +S0 J • C�<��G���x �Z�O LLu �..J _ , —15'GRASS SLgND 42+00 4z+5o 43+0o i- — _ F e _ oo Q U 90Q J H� ' • i6, E / F/C 5- ARCHER AVENUE z3 E/ PROPOSED PUBLIC ROAD I c PROPOSED 4' BIKE LANE 1 , �Z\; F F\ 6 ''1 9.tl' ''�^1 V) T i F/C VAR. WIDTH R/W r e E s 1 O TIE -INTO EXISTING ARCHER AVENUE • � LIMITS OF GREENWAY. oti FUTU RE PUBLIC GREENWAY TO BE � ��x Lu O E DEDICATED TO ALBEMARLE COUNTY J\3 Q PROPOSED 4' BIKE LANE { ROPOSED 5' CONCRETE SIDEWALK AT TIME OF FINAL SUBDIVISION PLAT, Gyp UI SPEED LIMIT (TYP.) PROPOSED CG-6 CURB (TYP.) ` PROPOSED 6' PLANTING STRIP-1\ PER PROFFER #z OF ZMA201800012 E e/ c E l� c PROPOSED O GREENWAY �\ O OO M W PROPOSED BIKE LANE V-(TYP.) �Z N 5' \ � (12) PROPOSED PARKING SPACES (8'Wx2o'L) \ ' k � /F � OPEN SPACE \ PROPOSED iz" DI WATERLINE q/ k PROPOSED 5\CONCRETESIDEWALK @ / - a \k - JOB NO. GRAPHIC SCALE 182150 30 o a5 a 60 SCALE 1"=30' ( IN FEET ) SHEET NO. 1 inch = 30 ft. 7 �,TH OFF k LOT TB9Z k PROPOSED CG-6 CURB (TYP.) s ,� OTT SCR. ~' LLINS'Z k k k. ��.',_ I � �T y' � k e k kl I 70 0 0; s AJ ay- .. > k NO PARKING SIGN (TYP.) k k �- U Lic. No. 035791,E /.0;p0� / �E k. k k, k. �• k k k k * / k ROPOSED 5' CONCRETE SIDEWALK .k ,k k -_ k / \ LOT "' '� _; 1` J / k' k F �., � �A . �� / k -k k -. k, - 69 00nn .-. ��J' •' h k / k k. -. k - .k. . �`b_ LOT MFI- k .. k k k J/ k \\ nm j/% �/ /k k LIMITS OF GREENWAY. / FUTURE PUBLIC GREENWAY TO �S SIGNAL 1/6/21w4 G1 V, k \ / / / �' k k k k k J \ 6$ // / k k k DEDICATED TO ALBEMARLE COU AT TIME OF FINAL SUBDIVISION P /// / k k -_ k k -_ PER PRkOFFER #z OF ZMAzoki8k o k 4- F zk m zLuPROPOSEDENTRANCE kk TO PARK AREA OO —p k zz0 V z U QzfLIMITS � OF GREENWAY. PUBLIC GREENWAYTO BE k -�- 7k AATCHLINE kk. a _ OMaFUTURE z crJ O AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMAzoi8000u k Za Lu z O o Ce U w 0DEDICATEDTOALBEMARLECOUNTY ce w k k. �. (~ � '"w Q Lu Lu Lu Lu Lu k F k k j jY k k - PROPOw SED 8" SANITARY SEWER (TYP. k\ k \ k�. k k k k k C' \ k .k. _ k k k k.,.k /�k k F Lu w Lu w -" -� ' k k k t - r t k F (TYkP)PROPOSD 8SANITARY SEWE- -. \ k\. k k� / Lu of En w / � � k k k k k k k� k k J k _ k k \ ks .F k .k,• �. �' t -.k.t/ k j/ k \\ . k PROPOSED zo' ACSA /k \ k\ k e\ k SEWER EASEMENT k_ kk k k� k/k- E k E k k k k k k. /, k- k k \ \. k' .k k / L k y�\ k k k k// .EWATERTIGHT LID REQUIRED S / k k/ k' G O O N N .. O / ' k k, k k. // k k k\ \� k k k/ / k k E k. -1 k.\k\\ \\k\ k .k. k k .ki�/ k / ¢ O v w 00 n m p C I k �' k k --F - k k E k. k J / k J PROPOSED PARK AREA / .k 3.8" STEEL PIPE CASING REQUIRED \ j k E AT STREAM CROSSING \� k� k /k k k k k k Cam\ \ I k k k k k k k k - /E- _ k k� k\ k k/ _ k / k k k TIE -INTO EXISTING- \ � k / / k �/ k k E k k k k SANITARYSEWER/ k k L9 ® 7— ~ C7 ik k E k k k k k k k EXISTING k / k // k EAL k k k E k j// k k k k / k k ® M /�^ L.L k k .0 EN k SP CE �� F k k -. k, .k k k .'. E --.% E� / /k�k k k O k k k E k k _� /- - k N I k EXISTING SANITARY SEWER k � / /`'k k F� 'k k' k k k k k k ./ / k / k i Lu T� I k k ) k k k l k k kLIMITS OF GREENWAY. k k E / /� k k k FUTURE PUBLIC GREENWAY TO BE / k k k DEDICATED TO ALBEMARLE COUNTY , E 4k, / z� / k J T i 6 z I k E � k k k \ k AT TIME OF FINAL SUBDIVISION PLAT, k k' j 1E / k k � k\ k PER PROFFER #z OF ZMAzoi8000u / / k r U) Lu J I XISTING ioo-YEAR FLOODPLAIN (TYP.) / k k \ k k k k k / k k k k\\k k k k- k k / L9 �J O � O /fk\\ k k k\ k k .�k , k. k .k. k/ \\ k PROPOSEDGREE\WAY(TYP.) k k k k. k A. k k/ k ' k / � T-A � —i j 06 k k. / k EI k � k k. E....� _ . k k k \ k -_ E\\ \k k / k k 'k k h�f/ k 'F k �. k k k. �� I Y U) o k E k k.� - � k /k '�k �..\ k � -, E k. .-/ k k A k k k k F F. _ k k k k ;" k k 5� / k k k k� k/k k k / � 4. k �_ .-k \� k © k�©k k - j k Lu U O J k .k k k _k. k k I. k k F .k. //, _ .\ ® k \ k_ / 5' r k / k . _\ t. / k O k � \ k � k / k k ul J �\ W k -.k .k. - k / -.\k k< k k kk kk e,/ ' k E.- k k k k " k / LLB Lu O k.Ol k k k.l k k Ik _-E k / k k k k. k ,k/ 0000, k /k k k k _,� k. .k k kO k _ h k k kk kk kO k k- k k/ k k k � � k\.=/k k k k'kk,kk k// k / k k w O k k k k k k k � k / j �/` k k k/ F GRAPHIC SCALE O O I k k k. ��� k I .k k -_ k Ik . - k k k k k k. k � . k. / "/ / k / 30 o is 30 so k/co Q ff V k. // k k � / O C) N W ' k k' k k k �` 5/ k � ( IN FEET ) k k r k k E �k k. k I k k 1 inch = 30 ft. k' /w k k k k k k / 0000 j / H F F w 0 / k k r , • k E _ F F.. / / k k ' i JOB NO. 182150 0000 .000 SCALE 1"=30' SHEET NO. 8 y PROPOSED iz" HDPE YARD�ROOF DRAIN j / / / / I / / / / EXISTING MANAGED .,LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES SYSTEM w/io' PRIVATE EASEMENT (TYP.) � / ^R UT 2 STEEPSLOPES(TYP). o - - - - - PROPOSED WALL % zoo' W 9 OF ER a a � HAVE BEEN DETERMINED TO BE LESS THAN z5h BASED ON NEW - - - � IDE BUFFER A MAINTENANCE EASEMENT LONG ROUTE TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, io, & u \ - 70' UNDISfU ED OF ER 29 TO SCREEN THE UTE STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/22) TO THE SATISFACTION OF DEVELOPMENTS e THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h 47 ' PROPOSED WALL / PROPOSED / / /� / (MAX. HT. = 6') � � � ry/ YD- R / GREENWAY / ,� e (TYP)F \ rho �6z.o l@ � E j / YD-4A- i� _ � $ .o 45k - -�- - - - - - - - - 2 = _ 474 -- 7° ; ,'PROPOSED WALL•, 4 i / 464 D 36 YD 3 -I F- � -- - - - _ - - - - / PROPOSED LOT LOT LOT i i - _ - a w aas LOT LOT 2 �I II LOT LOT I 46 / /' / �� GREENWAY ' / LOT 2 7 28 ( I LOT LOT i -- - (TYP.) LOT 5 -26 z9 - 30 / ti - --- L T z - , I � O F e / i2 �y 3 2 / i T 2 6 .i7 GA � PROPOSED WALL 22 4 I �I I 3\ 3 \ 4 FF �z ti I t 6 .8 I MAX. HT. - '� a „ / „ r` 4 3 � 1 # 6 400 PROPOSEDzz HDPE YARD/ROOF DRAIN SYSTEM, z_ y_z1/ I: _ �-_--_ __ ) PROPOSEDiz HDPE YARD/ROOF DRAIN SYSTEM ' ` ° .0069MT --: (MAX. ) / w/ io' PRIVATE EASEMENT TYP. I �I \ 7 ( ) ^ o`"` y64.8 GAR 465.5o G R I I w/ io' PRIVATE EASEMENT (TYP.) � i � �s-a= 7 4 7 6 .5o GA 6.a FF I z== - -- N E \ G 4 .5b FIFE 4 7__ ��: \ u 33 .8 FF 4 5 � _ GAR ""�' i ° " . -- ' _ ._.PROPOSED SWM FACILITY 440E 8.67E 459 .67 1 / 8.0o � ---- 5 GAR 6: GAR R 6.83FF1 E E 4ao ew ^5 F E I � - � ___-- i i Y� I 4�6.33 _ 4� 33_ 6 .00 Gl�. ., . � (t � -- &MAINTENANCE EASEMENTS ' / � FFE 46:.00 -, i - -:a „� � : -EFE 4 7 I ..T I � - - i i 33 __ _ FE : ' .: 6 .8 FF � � 440 EG \ 48.67 -- --- - I - oo FIFE oo F \ i >- \ �J i ` 4�7. 4`L57• 467.67FF� � 4., 7 3 � j I /_ I �_ \ .00 BSMT _ LOT = / I i �L 45� PROPOSED WALL ---1 i 2 ^„ MAINTENANCE EASEMENT � _ I� 45 33- - J / FF 467,�7 GAR PROPOSED S ORM ATE E eI / a J � o O "I 46 .83 FIFE MANAGEMENT FACILITY < c3AR 1> 19 +g5 4 , LOT 1457�7 , . �_ .. ; _ ,. , , � ° • . , . � 13 �.00 B MT - SEE VSMP PLAN FOR DETAILS I g zz .. :,, � 17 a • . : � 45 � I � � f I FF / IL - .-' 4 $`i' _ OCH CQURT _ i\z 3I o LN (WP020200004) 439 EG 4+o 41 OT zis+oo P USED PU LI ROAD p I e 3 M 22 o t_ g d .. �4 i 67 17 GAR ® L P� M - 26A \ 3Y(0 46 '.8 FF I < 457 3 AR zoA N FFE / g _ ,, .... \� I� 4 7i 3 _ � LOT i PROPOSED VDOT STD. E5-r � _ �• I _ 45��33 - ...,' .; 4 io+oo - - 4 • . - \ _.�; ` 458.obBSN1T � - 8A a SMT/ i 44_ 5 � ® PROPOSED DRAINAGE SYSTEM � � ' ` 4 { e � � ,4 -- 3 Q� , a" •� ' • ``16B .- PROPOSED 8"HDPE ROOF DRAIN w/ io' PRIVATE EASEMENT I \ 1 TYP. S PROPOSED VDOT STD. CLASS A2 RIPRAP OUTFALL II I S w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT � .Q L tl -� 4a4 r,. N - o o I _=- d6.83 R PROPOSED WALL (L-16', WI-7.5', Wz=i8.5', D=1.5' MIN.) I I Y e \ o I � Qo r. y PROPOSED SWM FAC L T 6 ESE k 4a0 ! �:-- '� - I • L°n d'p �• _� � ! 46�83 GAR 4 �� (MAX. HT. = 6') � >,� &MAINTENANCE EASEMENT aaG 83 GARr464-So GAR - + w _-> R a BSMT / - - - - - 4k3 6 G O 6 8GA b FF 457 o FNPROPOSED WALL / z /o L - - 6si GAR 43.27 GAR �n4:5o Fi FFE.I ( 7 65 7 465,i7 €F LLO 4 3 467.o FFE 457.6MAINTENAN E x boGAR w 4(75oFFE 6 BSMT C 457r p 457� 7 LOT EASEMENT :67 FFE z4 1 :: 60.5o FFE __ __ _ PROPOSED 8" HDPE ROOF DRAIN SYSTEM 457.67 BSi�tfi aaa Two ' �y7:'83 BSMT , , 4°/f -• � I ° - - - wl2o' PRIVATE EASEMENT (TYP.) I LOT T \LOT LOT LO. LOT 6 44 F 438 EG / LOT \ �\ \\. ° - 18 i;5?.00 Gj F'R 2s I l LOT LOT `•s so 9 p LOT vD-� I 457 7 SMT \ �5 I 1 13 I M PROPOSED iz" HDPE YARD DRAIN SYSTEM 44/ 4% w/ 3.o' PRIVATE EASEMENT (TYP.) ' LOT m i z6 I - az : i - OD BLVD. 444 TW �7G%R 438 BW----- 4567 BSMT, Lic. No. 035791,E 1/6/21 ¢�'41 Ln L H h Z w i o Ln zEn w � f z ZU W 0 � O Z J -1 LU L a H Q zo ' w m Lwil i i a W Lu w i 0 0 0 0 N N N O N Q N N N M O I w I n 438 EG \ 447 LOT PROPOSED . A6') 1('. �a4S7.67 A I A 6 / i 2i 12B 458�33 FFE do I 4a2 TINsk 448.50 BSMT 45 439 BW ,: -. '.. '-- -_ - � :: ,' .5.. ___ .. :. .• .• � I�ffiI � - t t i"7 -( 439 EG LOT c �5 454 < ° J440 440 B \ E \E 1.440 EG \ -- y/ i W •'• +00'' ` 1 I t t t t F J @ e / 45 5 s / tNi \� k� / --- \ _ / - t E �50+0o i Y:. So+50 : 52+00 .. �51+5° � � �� � - E � t t � et a / I t 49+So / / -� / PROPOSED SWM FACILITY E / ROPOSED DRAINAGE SYSTEM ;; m r\ / & MAINTENANCE EASEMENT F/ �/� n i A LU F A �q o: ash TW ) �/ k ---�� ' I C �P�N .. /456 BW w F Q o I �p05 E i � _ La 3 P a / E J TI / • . , °� = _- - _ - - I � �. I \ tease � Q 14$0 BW -_-_ (� 1 F > o 01 .oq� L31K L6T \ �� - �e E W z.6FFE r E n G + 4G 7 3 I I �454 TW IE LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES Q PROPOSED 20 PUBLIC N 449 Bw o /�EXISTING STREAM Q 00 o N y I I TAPE BRAPHDIE INFMRMA ION E EESBRHA 25%BBASED ON NEW 11 E I E 5 / I E ~ O z 0 90° DRAINAGE EASEMENT / aq9 EG F O I 00 BLOCKS g, o, & � _ PROPOSED WALLDATEDE E TI 4��•33 E STEEP SLOPE SURVEY EXHIBIT, >/6/z2) TO THE SATISFACTION OF � \ � � e � E J XISTING 20o STREAM BUFFER (TYP:) 7�\ Q 3 LT 4 �•00 F (MAX.sMAXHT. - 6'i THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h E 4/ \ .:LOT e � ° OT,, � 57. I ..L L:_. am-aa4 -I 450 T)AI - __.F/;/_ /. Ll �_.i / �. :.-ttt��t t � / / -o S°\� / LOT 56 `/448aw�E e / / _ 0 v / - I T / 46 ROPOSEDDRAINAGESYSTEM f \ 34 44 G I / .iS��i" ' E.t t t. E� t <� E/� / ( / \ 55 y i PROPOSED DRAINAGE SYSTEM&� . t a/ ° S 69 n ss- a k h, PROPOSED WALL /E� �, E t 1 �+ i v PROPOSED iz"HDPE YARD DRAIN SYSTEM d 6 6 G y s Ur a I/ . r o,, 4 �' / MAINTENANCE EASEMENT C / / Y " F F < . . t PRIVATE EASEMENT (TYP.) 4nmz�n 453.67 G o 4 o.3�3 FF r / 1 . , \ x 453.00 UAR / .... + . _ �: . � � e t / s YeG Y a p J Yp_ A LOT : R 6 FF �433EE b 4 LOIT I I �. e // e I /E + / W. 4\ ✓. 5 \ 45•33 GA 453- 7- l/ �" e4 l l 1. E t t t. t I / W U C ° �54\ \453oo.F_F� 3 I l l k / F I� E t . \ •aRROOF DRAIN SYSTEM \ i 8 / I E �/ - O E W PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFACE PROPOSED STORMWATER w/ io' PRIVATE EASEMENT (TYP) \ o Z- 1 28 8 A I ' �I) % o ;667 -.. 7 45 33 I. I. �' t / Z w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT DETENTION FACILITY- fa 8a s.o -_ - - - / oo FF -p�I (L=8' Wi= . W2= .2 ' D-I. ' MIN) LOT 45 -- :` 459 4 I. �/ . r I E XI TIN WETLAND TYP. / ul .: -\ 3 75: 9 5, 5 SEE VSMP PLAN FOR DETAILS 45y:Ej FF r z8A / 4 LOT I & I �. F' I �/ S . G S ( ) / - c0 z (WPOzoz00004) 53 �� � \ :� � ' / ^• /. �4 / / / I � ~ � 36 I E Lu I ` - _ / / / / - - w r 4yg.00 G / - +h B _ 6! 3 GAR / e / . F / / h / ---� z \ o + / LOT l FSE` / ^ 45 3 / F I ( // / z / \ \ sb � N 49 7 a+So 8 457: FFE % �� l l.I F I 52 \ (n _ \ o PROPOSEDVDOTSTD. r1 � • � , �' LOT � / I E / � � � XISTINGTREELINE(TYP) = J CLASS Ai RIPRAP OUTFACE 60/ / b / / / /. E / / \ / / 0 w/GEOTEXTILEFILTER 6 / 37 / y;< �. / f l EXISTING PRESERVED �. F /� / / / / / o FABRIC UNDERLAYMENT LOT 8 g•FE j / / p l �/ STEEP SLOPES (TYP.) / mi W / / O > \ L=8' Wi=z. Wz= D=i. MIN. 51 � � f .. .h c�i. O ` � ,, / / /�I. / � • � �. ! � '� � � � a IN O n \ % %7 k1 / e �� �. ./.�/ / O co /�/ O x OQ � / / �� 45�33GARH � I �.���. � �. /. � �� ��. e �� � � � � � / O S� / FFE✓ / / / E/ -/ . // / 0 / / / d u / / / / �, // �1 / ` / / / / N s 404 FQ - /PROPOSED zo' PRIVATEI J p / / /LET p / ? 4-LIMITS OF EXISTING ALBEMA LE COUNTY PRESERVED STEEP SLOPES T// / / / / GAL YD-S o DRAINAGE EASEMENT 38 HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW -- 45o.6j•FFE � I" TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g, io, & ii /. .k / STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF / F /THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h �� . J / / / / O W E / / LOT / '� �. e/l �k / - / / i / / / / = o \F (TYP.) \ PROPOSED 8' HDPE ROOF DRAIN SYSTEM 67 / / QQO T 39 / ®/ /� / ./E ! /N / / / / �AP41C �C AL,/ / JOB NO. 58A \ w/ io' PRIVATE EASEMENT (TYP.) \ 3o Q�C) ` / 449`38 G R / //% �/ E / E / 4c / �jh.: / / G�Zj o FE / / / ..E. I L .I �. / Y 3" / " / 's a 6. A 182150 0 � �� �/ � I. j/ � / N 1 \ 5 LOT 6 FFE 8/ /LOT n / J EXISTINGSTREA o � / �• / � E / SCALE � GA (tp , "//. E1„_30'44 o \ \ ��o I \ �_� / / ��ir/ ;��`✓ // //�../� //E �. /.�. A- k . j� / 1/Xnch = 30 f - �. -.El y / / / / / SHEET NO. n ' //e / A�. �f 9 E/ � PROPOSED FLAT VDOT dL.ASSI AI - '. \'_�, I \j�'Li�Y �\ --,��• �...l�\�t�T Ib\'. ._'.: I / COARSE AGGREGATE OUTLET \ ?o 11`rILIN� - S�E SFICC I 9 _ I\� /, / .,.,.wry-..._/ j<; _ 44933� I I ! E PROTECTION w/ GEOTEXTILE FILTER( p _ . _\ / :_._._. ., .i I'll % TH OI'� FABRIC UNDERLAYMENT. FABRIC TO \:'. >I. .00 GAR -a- 66 ; °. PROPOSED VAR. WIDTH 40 ° ° BE KEYED INTO EX. GROUND 9" MIN. /-' \ LOT 445E FFE 7P/o DRAINAGE EASEMENT I I I ( AT ENDS &ALONG PERIMETER. \ 445 7 65 f D / 41 O 3 / ; ®® / p D FABRIC TO OVERLAP A MIN. OF 9" / '°S7 48 -- ,_y -. • � . /, i R SCOTT R. LLINS'Z / / / / / / \/ (L=10', W1=6', W2=6', D=18" MIN.) ._ \ /. o_ \ _4,48�0G� / /.. . �. .�. / O l / / � I l I l / I / �' I N � .. \ 0 yx6 ; .± \ �iir48.G7 FEE % -/ / / T / \ � / )� ---- j f .. y \ / LO PR6POS�ED VDOT LL. AI RIPRAP LINED DOWNSTREAM OUTLET / '. ; E � � I � ._� '.'_ � _/' .. .... .:._..�.. _._d.... __.__ / PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER \ ;SEE VSMP PLAN FOR OUTFACE - "� \ 4' \.. ' `'o - -..� y j \ \ - 7 -- // / - - - 1/6/21 w4 . FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM DESIGN INFORMATION �� I \ \ 6 - o - 5 \ �`� // .��.�- / / E. - - l ! p'f' \ OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE (WPOzoz0000 / STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY) I E - - - - \`rp �/ / �\� .-.- :' - 1T �' \�` / ,% i C PR P ED WALL/ / DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE / - - - - - - _ : _ I \ \ " \ �.P�\,\- _ o.. " r \ / O OS / / r I a \ X \' / i Pev xo f W& 33 GAR (MAX. HT. = 4') �G / / k I o CULVERT AND 21 WIDE AT HE END. STONF, THICKNESS-18 _� - E �. \. / .. \ X. - 6 / �.Q •yb - `- l FF ' ' ' / - / -/ - - j �" - / w T MT \ 444 TW / k// / k �� z r/too GAR " / aao EG /<- o / / / / / / / / / / / / l / \. j / �ts / 4n i 4 •67 FFE LOT l ,f/ U 1 i / PROPOSED WALL F- LOT \ \ PGF 56 6zA c� 43�7 GAR s L� j % / E F MAINTENANCE EASEMENT / . / I z z / / / / /// / / / k E/ \ ✓ / \ FFCld i / / / i -E . F I / w w o / / / / \ 85 \ / // 1 / / / --- �� / e / \rm / 4340"T 4 1� �� k// e o o \ ' Sl // PROPERTY BOUNDARY (TYP.) e 1 \ 440.o��pisAR o \ 43� i j 6� / / / / �k / k. F m - /0.61 FFE xo \ \ / ' 67 FF COT : / /� E / �'/ / /. / / o r w / / /1Zcn ug / / �� ,[ LOT ?i3o.8365MT �s. . \ �/�8�gfIv1T I �� / �// . �/ �. k I //� o > "' ¢ a °:, � � 3�AR' / o c� 439333GAR /o GG3.00FFL` I_ Z u 4 Qo FF \ \ \ 1� 3 / / / / �. I E Q o r 439E 7 \ / I / E / / E k F I E k ` I & Z w O ij O > LOT ®� / % PROPOSED 8 HDPE ROOF DRA N SYSTEW. / / e . 1 j o �n ¢ g (TYP.) / k �. �. t �!NI1{ z J J o 8 f x�. / / / - i. �. e // / .�/ -t E - . F - I t - e e I / O O .a. 3 / y� z, \ / / E k / / / �t �E fw 47 /./ / / /. �. k./ k- -/, H ��. Z E a f p 3 438sS7G / oo / i / / / e. F. �/� w W m m "' c f — ./ �� F. k. t k kk. .1e Vl .. E. L T / \ 429.B�fq \ \ / / / e/ /e / j r �� / 1�1 a w a w ° Lu 82 H \ //. k F / > d d 1✓ 6 r ROPOSED DRAINAGE SYSTEM (TYP.) ti // �. >� E e /I k p p 4 "67 GAfL. ` / u'op i \ \ \ i , 3 / / / % /�, /� /. ✓F � . e... elk .L/� / \ \ \. W Lu Lu E 47En 33 FFE / / r t e J > > _ � / . fib / / / � . / / \ / /, �/ -, �. c . / //e/Lu /LOT 4LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES t / e / \ ° EXISTING STREAM' / \ r A / \ / sp / 'HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW �/e / k k 'k k 6 G{ / . 54 /:.. 1 / / TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, 1o, & 11/,/ ��. k .t k k. k_ k t _ �. / / I a 443E ; `\ 43 / / kSTEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF��h "k. k k /� _ _/\ \ 443z5 S 1 S4 ` .6 GA \ / THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h �. F.r� _ k < 't t k k k ��/ / / - / o k. .F �.J / 3�0 4387FFE - \ / / ��/ \�"� /E/ "� e//k�� 43933 / / /� a LOT // / \ ,. Q� ti 43§.67 G 5 \ / o e / \E 2 0 OT / \ ty36.67 Fa o �/ �/ / / �� /�/' / /� Sf / N N N 0 N U ( / j / / W O O O E PROPOSED 8"HDPE ROOF DRAIN SYSTEM SO / .r. •. \ f��� �4 J \ J�// �' � /f� �' \ � �� �. /�� � / z � / � -- Q � � � M � w/ 10' PRIVATE EASEMENT( I PJ / 8 eg / / / / / �� E \ / / / � o .�. N N a p ` 433�2 ° 0 E / q� 54D ' f LOTu: \ / �/ �e / / /e /\ / v o LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / / / / 4'i •175M� /� �� 59 > (</ \ \ ° f HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW L E/ 7 Er' / /'TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g,1o, & u / " ' o `4 / \ (S s // 6 FF / // STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF 11 / /-7 / 430.33 GAR ro� / ��/ / \ / 11 00 431.00 FFE, f - s L T / p THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h z1.1 BSMT/ / / y— /F. �. 421 / S',i / !�(� - / / / / / LOT 6p 4 3gfFEr/ PROPOSED 8" HDPE ROOF DRAIN SYSTEM 0 / :7 w/ io' PRIVATE EASEMENT (TYP.) a T _-- U / +g.00FF�GA / / /// �' � �! � �\ �. 7 ° �I /k / j � / — M OT r ga oA Yr33•J33F-�p� � / 77GAR. o �.�.I /Er' I�. kl �/ 4 33� "j V /�we�b.�4)//�/� V A\� / �I/ ///// /� o 2 0o FFE i P s e / I 4 7 o v OT _ EXISTING PRESERVED / STEEP SLOPES (TYP.) E �/ 417.17 BSMT Q �� • :, v \ v v / / I � � I l � � / � L T �, � ' p �62/ j ,.' / � � /F // � �jV j � / \ \\ �/� I��/��/ / / / / / / � � / YD 7E. \ I 7 2X33 GAR. I k / - I v v 15 f� FFE x�° one ��: /`® / / / % / / v\ v / / /� �� / /j / i / N �17 BSMT / �. / < ry° �� 42_9y09 GA // / l A / / V / O o :.� `o LOT LOT / 4/1787ySRp3 3 f� i / y e / 7 ®� 3 FFFy ZZ > ' a / i7 FF titip/LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / e E PROPOSED GREENWAY (TYP.) / lr / oLu I 14 . w / '/ LOT 4 13-33 B M 46 0 4 / G LOB �// /'/// HAVE BEEN DETERMINED TO BE LESS THAN 25 b BASED ON NEW \ / / / / / , J Z o / s / / / TOPOGRAPHIC INFORMATION (SEE: BROOKHILL-BLOCKS 10 & u ,/` / j" - T 1 k E / k / / / 74 8 / yoxh \ \ . ' 4 g3 FIFE fiLF / / /% / / /STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF / / / / / J o `sg / / �/ THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h / J / / / / >IZ d PROPOSED 8"HDPE ROOF/YARD DRAIN / t li.50 F s 7 '_ , o/ / LOT % / / / / / / / / // �/ 1 I k / / / / / w a F SYSTEM w/ io'PRIVATE EASEMENT (TYP.) / i2.6 lj MT / ! // /�/ / E� E/ L©T I 7/ / z 6'� 5 / % / % F/ 1� / /�/ �/ /, l f �� Q o PROPOSED GREENWAY (TYP.) E ) z 13 a $ I % FEd // E A E� E / �/E GA Ij / / ° 45 00_ p " / / / / �k / .� / �� // ✓� / / k I E E / / / / / / U OJ T� ~ j [ / / % f FFJ N r 4zz 33 G/a " LOT / / / / /� / / / / F / / Q 3 e I \ 4 N d g:oo FFEa � e " LOT �All0 s a /� V I \EI / / / k /k / k I. �../ .� / / 142A oK jLVI //�72 1/ �//../// E E.\� �-..k / /y'e / (%) v YD-7C 453 3 BS T ti/ 448 PROPOSED 8"HDPE ROOF DRAIN SYSTEM / F / / k. I f/ E / F / /E / I I LOT I / / i �° w/ 10' PRIVATE EASEMENT (TYP.) y c / /� E k/ l l l ' l l / LL I `J ° // q\� 7 41g83GA N F/�/j� /E -EXISTING PRESERVED�� / / / / 4 06 BF / /✓ /. /�. /� . _ 'STEEP SLOPES (TYP.) / / / / / / (� O ( �). l ul �. /, E. a . f E / / /, YX �F / k�. - ��. .k.. // / / �/ / / / / o D // k / EXISTING STREAM �/Lu E/. ,: k I .�/ / / / / / / LLB z I / k / / I� P -I ` 41g 7 44 / / / / /ST / / / / /l ---� z \ 4G O F// �//k j/ ��.�� �/ k �� �1� / / /// / / / / / j j (n I2o.5o FE r / e/ / F / / k / //� ./ E /` k kt; k. / / / / / / / / / / o 4 a 7/� kk k �/ E t k / / PROPERTY BOUNDARY (TYP.) 4agGAR/�`/�/. E//. - /� kk Fk k .�E . / / / / f V0.5o PFE 4 0 / // e . k k / / M k I 43p.67 BS�h \ / 41 / /� / / // �. / �/ E. k // � I / / / / O W j/� Je/I LOT/��/�� /L/ E k / E vD 7B 6 419.83 GAR / j / / / �� F k . - E, - / E I l 9 420.5o FF)a�'. / 43 / /./. k. / _ / - E I. - . E. XISTING WETLANDS (TYP.) l I I l I l /k / k 410: 7 B5 / k k / �/ / E kr. v / I F �� LOT �,� `�� / E / //�/ /�� // Ej / �Sf E f. I /� e k /� / / l I I GLP/HI SGALF� b8 / � // / / j /j I %/ / / / / 0 I o 5 0 60 \ / � PROPOSED 12" HDPE ROOF/YARD DRAIN \ j /// PROPO/SEDD DRAINAGE sysrEM (�P j /� F p / - SYSTEM w/1o' PRIVATE EASEMENT (TYP.) \ �- - c> / . /S- / / _ x/ / k ,-� E- -_ /.� '/ y� / / ( IN/ FEET/) I I / r JOB NO. l > \ j� / /F F I 1I inch �o It./ / / 182150 I o /E �.-�//. �-� E. �./__E/ I l I l \ SCALE / c \ J / L/.//�/ 1 -30 EI . /� .YD-7 YD- A \ S 4?- - / �// / 7` /�./11 / �/ /. E I k- ----------- - SHEET NO. n /M�jTC LINE - SbE SHEET s F / / / / / 10 �. - k / k PROPC` IE4AT VUAOARSEA6GREGATE OUTLET. F PROTECTION W/GEOTEXTILE FILTER FABRIC UNDERLAYMENT. r FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & / V • _ ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" / / / PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE ��� (/ L=10'1 W1=6' W2=6', D=18" MIN.) w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT f /, / / s 2=i8.', D=i.'MIN.)WALL (L=26''PROPOSED sW� FACILITY 6) &MAINTENANCE EASEMENT E / I INFO RMATION i RMA / pSEE VSMP PLAN FOR OUTFACE ,.. TION R H R V N��11 , FU UR �q E �% I Y ASHV✓OOD BLVD. 77' PLICRIW I \ wLu Lu / k PROPOSED GR EE NWAY (TYP.) =RVED STEEP SLOPES BASED ON NEW E ( XISTING STREAM C' �' �s=� BLOCKS 9, io, & 11 '4-/ THE SATISFACTION OF SECTION 30.7.4(b)h �L_ �k kE / k �j— GRAPHIC SCALE 30 0 i5 30 6o ( IN FEET ) 1 inch = 30 ft. I l p \ IJvQ QQ� i PROPOSED VDOT CL. AI RIPRAP LINED UPSTREAM ENERGY k / ; /, E a F � I ` I kI DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER I Off\ E E` — — — — — / FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM k / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE / STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY/ <- / �d DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE / CULVERT AND, 1$' WID Aj THE EN . STO E THICKNE 5=1 ' �y / / / PROPOSE VlIH 50 INGW E E f r HEADW LL WITH 45° WING WALLSSEE SHEETS 30-3 E T- ) FOR 0 DESIGN INFORMATION 43� Lu Lu le6 \ _ _ / .1.ww -- 76 k2O 4O2 454 1 � PROP SEDVD \ \ \ \ \\ TSTD.CONCETEll HEADWA L WITH 45° WPROPOWING WALLS /IPROPOSED 1LAT � VDOT C/L'ASS I COARSE AGGREGATE OUTLET \ \ I A 402 PROTECTION w/ GEOTEXTILE FILTER PROPOSED VAR. WIDTH y0� a FABRIC UNDERLAYMENT. FABRIC TO / DRAINAGE EASEMENT I / ( EBE KEYED INTO EX. GROUND 9" MIN. / i i o AT ENDS & ALONG PERIMETER. PRO�OSED VDOT CL Al RIPRAP LINED DO NSTREAM OUTLET ,, o FABRIC TO OVERLAP A MIN. OF 9" PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER (L 10', W1=6', W2-6', D=18" MIN. FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM- / / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY PLAN FOR OUTFALL / DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE I ESIGN INFORMATION CULVERT A D 21' WIDE AT THE END. STONE THI KN SS=18" J E (WP02o2o0004) Lic. No. 035791,E 1/6/21 ¢�'41 Z Z O F w p C) J Q c L J L O ) ~ ,H LuZ ` Vl L > L W §w (D �Z 5 V : M i g i LY W C d J Lu ] W J >�w ;cl� ° 6 a 0 0 0 °- N W O O O N O Q C N N to 0 0 7 n o a C L ° VJ � U ® M z QN ° J ° M � 3 0 0 n L � � n N O GL ° N w Q \ ' a o Lu ,--I J W o Lu ° Q �j V O /V Q 3 v U 016 ° 0 Y Lu U C5 O E ulCD° Z Lu w Lu z z Z y J J .� Lu � O n Q ° 0 O c U O x U � w ° J N ti F c u w w JOB NO. 182150 SCALE 1"=30' SHEET NO. 11 �,TH OFF YD 76 .83GAR k 69 o FF4 f O�OSCLINSZ LOT \ / /f % \/ \/ 68 / \ U Lic. No. 035791,E °�0 1/6/21 ww V, PROPOSED DRAINAGE SYSTEM (TYP.) V/SIGNAL k k l k PROPOSED zz" SYSTEM w/ io' PRIVATE EASEMENT 7A ,\ j kzj /// ///k\k�(.4z YD4z. e k /Ln \ k k k / � kz k � //MA I CHUNHET i(o) . k � / I, I II' .. k k '� ��kk \ ///�k k/- \ //�/ l /\ kk \/ \ //�\/ �jl k�ik kF w V U) f oV �of E¢Vn �'Ilk k >.YII;I/ _ �/k 4oB � I/ \� ,// i // �\jk/���� _ /� \— -C�\ � /�\��/\ ,\ �\/) I\ 1 � \�`\I1\ �\\\ '_ \ /% -/k-. F I / / \ Z/ / �i/\. I k. k I //-.F _ k/✓ - e\k�k\ . k /J�k/ k Z O LU ow >¢z Z OU En z O0U MOL /k/. 00 H_ Q d ¢ CL �\t.tttk.%�, / 'k- k ..' k t .F. t - K. / / Ak < t ., k _ . > LU Z '-' W m W > W m ¢ LU > / / k k /�'./\/Q k \ // w > w > �k/�./�j��i./�,k\�/�\ W W X- / l k k// / O O O O N a I G O v O O N o PROPOSED zo' PUBLIC DRAINAGE EASEMENT(TYP.) k k I k PARK AREA k !/ EXISTING, STREAM L9 / \'J M L J I / k / k y k � / C:) N O 3$ k k / k /j / N r—EXISTING ioo-YEAR FLOODPLAI I ( P.) / ` - E\I � C� e -✓'✓� / / l / ', -.k � J Z4 � /� \ � / / � � .k. � k . k... k . � // / � �j ��/ � 4< .k. k' k k y �k k ✓/ .k / PROPOSED GREENWAY (TYP.) F /' k / k / / / % U) w 06 � LU 37 OPOSE,DD DRAINAGE SYSTEM (P.), \ /k k k k\ k\ k k k k / k k k l / - Our T i Q z �Q/ A y k i k lk I PROPOSED VAR. WIDTH%4001* I k DRAINAGE EASEMENT k / k.\ ® ems/ / \ / y k / I/ ' /l 1 I I / I I < / I C) LU V 0.6 V / �. / pa k.� k k _ E k .. / k k a t t f � U) O Q V kOk_ k/k. \ k \ k- t. Ft�\kt`t�✓t tt\/ / k / \\ 1 \ ,�p�)J�- / 1 w LU ��\ W XISTING ioo-YEAR FL ODPLAIN y � � I /' l� \ w O PROPOSED VDOT CHANNEL OUTFACE DSEE VSMP PLANS E I @ y k k k \ k— FOR OUTFACE DESIGN INFORMATION k . � / � /k / / / �, � \ WP020200004) � �f O k / ----- C) WQIn� M�/'� k /1 / k I 1 \ / — // k k I / \ / PROPOSED VDOT STD. CLASS I RIPRAP OUTFAL L k0 \ \G IRAP-H G-S C SALE_ w/ GEOTEXTILE FILTER FABRIC LINDERLAYMENT / k �/ \ i o 15 so �/ (L z4', Wi=6', Wz=iz', D=z.k' MIN.) / / / \ \� ~ — G a ~ _ m k k — - ' k k k j \ k _— - r k k k k j k/ ( IN FF,)sT � / JOB NO. 182150 k O k/ ~ 1 inch = 30 ft. / k \ k /,/ ,:. ` r SCLE A ` — k, k_ k k \ ` / u_ ' SHEET NO. ✓V ,' - - - —� \k k 12 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUC77ON INSPECT70N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL GI 2A DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY B'-3" 6'-s 3'-T/2' 3-11�" 3-1v • 3,Ar' ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF N N GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). J J IJ J J IJ J J 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS GR-2 GR-2A S 3" POST SPACING) CP-1Ai' POST SPACING) SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. JIM DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ME APPROXIMATE PROPERTY NUMBERING ORDINANCE AND MANUAL. ((([y�II��� 1YE'111�E1111111 ONLY AND CAN BE ADJUSTED BURNS CONSTRUCTION IF AND J�L 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY M DIRECTED BY THE ENGINEER THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE FOR DETAILS OF POST AND BLOCKWTS SEE SHEET NO. 501.05. K OPTIMAL M-2A METHOD • OPTIONAL M-2A METHOD MING NESTED RAE USING MOTION& FOR DETNLS OF RAIL ELEMENT RAIL SEEM JOINT, AND RAIL ON BACK OF POST DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS MSOGATED HARDWARESEE SHEET NOS. 501.01 AND 501.02. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN RAL ELEMENTS ME FURNISHED SHOP CAVED FOR RADII • WHEN LASTED RML T PACIADDITNG WIN.LL RAL 5 PLACED ON BACK OF POST FOR CREST THE POST SPICING MILL E PLACED SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. BETWEEN s FEET D 1 O FEET. j 12. VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE NOT BE gi WITH A VARIRIATIONEOFEMOW THAN/T•'' SHALL aoT SUBBASE MATERIAL AT ALL CUT AND FILL 1RANSl170NS AND GRADE SAG POINTS AS SHOWN ROM VERTICAL.ONE MTHOU ALTERATS. ION O POSTS SHALL RE SET MD ALIGNED HE SPECIFICATIONS - ON ALTERATION OR FORLE,M PER ON THE ROAD PROFILES. secnoN sos a THE sI>EORcpnare. ALL GT O N7 4 MIN RNL SHALL BE 4NNTNNEO AT A HEIGHT G ON 27 " MIN - UL " MO M MEASURED PER 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE STANDARD GR-N5. DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE ALL W-BEAM RATS SHALL BE LAPPED N THE DIRECTION OF VENCULM TRAVEL FOR THE FINISHED ROADWAY. CONDUCTED IN ACCORDANCE WITH VDOT'S ViDEO CAMERA INSPEC77ON PROCEDURE AND WITH A THE OPTIONAL M-2A METHODS OF NESTING TIE RAE DW USE VDOT OR COUNTY INSPECTOR PRESENT. SSTA HAR ADDITIONAL ZASRHALLOBE APPPTIME ROVED°BYTTHE°ENNGI EST NGINEER PRIOR TO INSTALLATION. ROAD NOTES GRADING ROM AND DC3IDGE r OA®s 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE STANDARDS SHEET 1 of z REv1s1oN DATE OF THE V IRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL 501.O4 Ana AND CONS7RUCTlON METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WHIN SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF 774E SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVA7E ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE Wl7H 7HE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATONS UNLESS 07HERWISE 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 7HE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS 774AN 10, 774E DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND COMPACTON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /1, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 7HE SURFACE COURSE IS BEGINNING AT 774E COMPLE77ON OF 774E INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. 7HE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS. 9 ENCROACHMENT POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES 7HAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTATION MAY BE LOCATED W17HIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). CG-12 NOTES COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING CG-12 NOTES COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYGRNAIC CEMENT SIDEWALK (DEPTH IN INCHES.AREA IN SQUARE YARDS) HYDCEMENT SIBI [DEPTH IN INEWS.OREA IN SQUARE YARDS) ReLLIt GENERAL NOTES CURB WHEN REWIRED (CO-2 OR CG-3 IN LINEAR FEET[ DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS[ GENERAL NOTES CURB WHEN REWIRED WG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE [AREA IN SOUME YARDS) I. THE DETECTIBLE WARNING SHALL BE PEROXIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM MD SHOULD 1. THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS 15 A SEPARATE PAY ITEM MO SHOULD INB 2. DETECTABLE WARNING SHALL BE FROM THE MATERAPPROVED LIST FOR BE SLAMMING FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATENA3 APPROVED EMT FOR BE SUMMARIZED FOR EACH CURB CUT RAF. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET REWIgEMENTS OF THE SPEGVL PgOVISION FOR LG-12 OETEGTMLE SIDENALH RAMP 12:1 MAN 40H MM DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET TK REWWEMENiS OF THE SPECML PgOVI510N FOR CG-12 DETECTIBLE SIDEWALK 481 MMWARNING SURFACE AMD SHALL BE SUBMITTED TO THE STANDARDS AMD WARNING SURFACE AMO SHALL BE SUBMITTED TO TIE STANDARDS AMD SPEDAL DESIGN SECTION FOR APPROVAL. \ SPECIAL UESIW SECTION FOR APPROVAL.3. SLOPNG 90Es CE CURB RRJP MAY BE PgIRED MOMOUTHKAIY WITH RNRP 4' a SLOPING SIDES OF WRB RAMP NAY BE POURED MOMOUTHGALY WITH PIMP MR"112:11THE 44 FLOW OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWRED BMs. e'r� FLOOR OR BY USING PERMSSBLE LWSTMN:TIW JOINT WITH REWIRED BARS.'�4. uMASEES IF RAMP FLOOR S PRECAST HOLES MUST BE PROVIIED FOR 00WEL BMW SO TRAY RIMING FLARED CAN BE CASs IN PLACE PLACEMENT OF ' 1- 10 4. IF RAMP FLOOR IS PRECAST.HOLES MST Y MOVIOEG FOR DOWEL BMW SO THAT G FLARED BE RICE AFTER PLACEMENT OF MAX RECW PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLAPS A•4. ST LASS ST FROM ETE H PRECAST RAMP FLOOD. PRECAST CONCRETE SHALL BE CLAPS A-L. RECA T C TYPE A YPE A 5. REQUIRED BARS ME i0 BE M.5 X B" PLPCEO 1'CENTER i0 CENTER ALONG PERPENDICULAR 5. REWRED BARS ADE TO BE NO.5 X B" PLACED TCENTER TO CENTER /LONG PERPENDICULAR BOTH SIDES OF THE RNIP FLOOR, MO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/". WN SIDES OF THE RAMP FLOOR MO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE ROVER 1: ', G� L ,�Ln V 1�y CUES 6. CURB I CB AMID GUTTER SLOPE TRANSITIONS ADJACENT TO CUB RAMPS N n, 6. CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RMFWt�� A� NE INCLUDED IN PAYMENT FOR CUM I CURB AND GUTTER. ,W,K�"�,y%•i�y5i•WiA X•{(N' l 5'AW+ ME INCLUDED IN PAYMENT FEW CURB I CURB AND GUTTER. / IN7AI�V%Yli,4r��j (V� 910V,V'I�,NY 5'MN T. OUR RNFs ME TO BE LOCATED AS SHOWN ON TIE PLANS OR AS DIRECTED i2 ,n n'S' MAX M2l --T T. CUM RMPS µE TO ff LOCATED AS SHOWN UH TIRE Rµ6 OR AS DIRECTED A% BY THE ENGINEER. THEY ARE TO BE PROVIDED AT NTERSECTBNS WHEREVER M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12;1 M N BY TIRE ENCNEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER M ACCESSIBLE ROUTE WITHIN THE NIGHT OF WAY OF A HIGHWAY FACILITY 12�ypX CROSSES A CUB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES A CAB REGARMESS OF WHETHER SIDEWALK IS EXISTING, RRq+OSEp, OR NONEXISTENT. THEY MUST RE LOCATED WITHIN PEDESTRANA CROSSWALKS AS SHOWN ON RAMS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRANN CRO$$WKKS AS SHOWN ON BINS OR AS DIRECTED BY THE ENGINEER, µD S OWD NOT TYPE B BE LOCATED BEHIND VEIRICLE STOP LINES, EXISTING LIGHT POLES, FINE PARALLEL BE TOPLI ,FINE BE LOCATED BEANO VEHICLE STOP LINES. EXISTING LIGHT P0.E5. FINE PARALLEL FIRM S DROP INLETS, ETG ACCESSBLE ROUTES PROVES A CONTIMWS LNOBSTRLILTED STABLE, FIRM µ0 SUP RESISTANT PAIR CONNECTING ALL ACCEW4BLf ELEMENTS OF A FACILITY THAT CAN BE APPROKXED. ENTERED .5.y. y'N l W) ''V p '� A yA� 4y'NCI., ES. ROUTES PROVIDE A HYMµTS,D INLETS, ETC. s UNOBSTRUCTED STABLE, FIRM AND UP RESISTANT PATH CONNECTING ALL F F TY T ACLESBIBLE ELCNENTB O A ACILI THAT CAN BE APPROACHED, EN EFdO T/�,..,.+W \ X/ �.A� AND USED BY PEDESTRIANS. ��q0.( YyHN('y� Yp'i"A >S2�N,(VA5 vZMY�nA '�Y 4 AMID USED BY FEDESTRIANS. � •tip yJ� V,A�ji"J� . IE a k N. RAMPS MAY BE TANGENTIAL SECTIONS THAT "CAS pp99 w'v �I IJ 1Y1 MAX B. RAMPS MAY BE ON RADIX TANGENTIAL SECTIONS THAT NgsDfpN'v „�� I2.1 MAX THENG IS A D WIT IN SSWE"0 OPENING IS PLACED WRRW TIRE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CWX-ECTIW OF THE CURB OPENING 5 �- 12'1 M yA% '%�q IN THE CURB OPENING 5 RACED WITHIN THE LIMBS OF THE CROSSWALK AD NG IS CROSSWALK THAT"THE SLOPE THE CONNECTION OF THE CURB OPENING IS �� 12'I MA% `q PERPENDICULAR i0 THE CAB. 5'1AIH X••-M• X TO PERPENDICULAR i0 THE CURB. 5 MOR * .W. Y 9. TYPHM CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RIDIICANNOT 9. TYNC& CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK WN ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' � TRAFFIC. WEER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' AT X . 2" HIGHER THAN TRAFFIC. REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY AT X .2" TXAM TRUCK TRFFCI FOR CONCRETE DEPTH. T EDGE OF PAVEMENT TRUCK TRAFICI FOR CONCRETE DEPTH. -T EWE OF PAVEMENT 1 RAP M DTI CCNJ T WITH A SHARED PATH 0 WE COMB S E USED UM ION AIAEO USE \ \ ATXX SAME AS TOP OF CURB D. WHEN CURB RAMPS USED N CONJUNCTION WITH A USE PATH \ AT XX SANE AS TOP OF CUR SAME AS TH I I WIDTH H i MOUTH THE H PATH. E MN WY WD WALL BE HE WIO OF E SHARED USE SHARED THE MINIMUM WIDTH SHALL Y THE WIDTH OF THE SHIAEO USE PATH. SHALL E n Y P P F T WHEN ON- WE WRB RAM S PROVIDED OR WO CROSSINGS (DIACONAL). TYPE G 11 WHEN ONLY ONE LURE RAMP S PROVIDED FOR Two CROSSINGS (pIAGONAL) TYPE G A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEWCHAR PARALLEL & PERPENDICULAR SHALL BE THY A WHEELCHAIR PARALLEL BI PERPENDICULAR INTO ME CROSSWALK WITHOUT GONG INTO THE TRAVELWAY. THUS 4' x 4' INTO THE GR055WALN WITHOUT DUNG INTO THE TRAVELWAY. THIS 4' x 4' INTO THE ALK 4'x HE CROSSWALK GOING INTO RAWILR LMDNG AREA WAY NCLUDE THE GUTTER PAN. LADING AREA MAY INCLUDE THE GUTTER PM. N. ALL CASES WHERE CURB NAPS INTERSECT A RADIAL SEDDON OF CUD AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE TRUNCATED DOME m + .6"-2.4' C-C 6 12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF WRB AT ENTRANCES ON STREET CONNECTIONS THE DETECTABLE TRUNCATED COME + .6"-2.4' C-L 6 WARNING SURFACE SHALL HAVE A FACTORY EMUS OR BE FIELD -MODIFIED M RECOMMENCED BY THE MANUFACTURER TO MATCH O O O O 0 = WMHO SURFACE DIAL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED M RECOMMENDED BY THE MANUFACTURER TO MATCH O 0 0 O 0 z THE BMX( OF CURB. L A 0 0 0 0 0 0 0 0 D O D TIE BACK OF WRB. A O O O O 0 0 0 0 0 0 0 333 0 0 0 0 W 0 0 0 D 0 0 D - D D W - D D D D '0 7 Q D 0 00. LNONC RAMP 000000000000000 " �' IIIIIr LARDING RAP 4 00000000000000 1= + 000000000000000 : 000000000000000 I. ml 0 0 0 0 0 O 0 O O 0 O 0 0 O O m� O O O 0 O O O 0 0 D O O 0 O 0 X- X OF BASE DF BAU.SE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %- X F TOP DIIMETE i R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING 0 DETECTABLE WMMNC o AT BACK OF CIXte B"-1.6•• SEE NOTE 12. BAY DIAMETER I _VNb1$E FELL WIDTH OF RAID FLOdt _ I I PAY tJYITS AT BARK OF WRB BEE NOTE II. BASE DIAMETER L VARIABLE FUEL WIDTH OF RAP ROAR _I X PAr uMITs DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING INSTALLED ON A RPORIS DETAIL DETAIL `✓EXIT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION PEFERENCE �VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFIGTION REFEPEO ROAD MO MME STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION RM AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSFORMATION 105 502 1Ds 5D2 SHEET IOF 5 REVISION DATE 07/15 SHEET 1RF 5 REVISION DATE 07A15 20aO5 20.3.D5 X 27Y4" MIN - 28%" MAX RAIL HEIGHT PLANE RATES OLSON SFEED INSIDE SHY LINE BEYOND My LINE MPH IINE LB FLARE RATE FLARE RATE 70 9' MA 154 A 6O B' 261 I4:1 W 5.5' 21:1 111 f AM 5' 15:1 BH XI Y 1 131 71 f *PUGGL5I LET MAN[ PLANE HAIL FOR SEM-N= EARNER SYSTEMS A COPY OF THE ORIGINAL SEAED ANDSIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION ,-I ITN OF ENTRANCE C EXPANSION JOINI g5 O �4 W B INCLUDED I ~ -ENTRANCE BETTE re N EU .1 1 AJ FLOW LINE I $ x¢ W ENTRANCE WIDTH ®S EXPANSION JOINT DESIRABLE MNIMUM W' ABSOLUTE 41NIMUM 12' HALF PLAN A SIDEWALK SECTION A -A rJ TOP CURB I I (ROILS TO M MM A-1 AN STREET APPROACH SAME SURFACING MUNEE ROADWAY (SEE NOTE 6) GENERAL NOTES SHOWN ON PLMSI Cl C 1. WHEN M-1115 USED FOR STREET CONNECTIONS, THE - - - - - - - - 1 CONNECTION MST DE DESIGNED IN ACCORDANCE WWX {RADIUS TO BE AS AAMTO POLICY AND THE APPLICABLE RECURETENTS RNAME. COMBINATION SHOWN ON PLANS[ ANTE OF THE VDOT ROAD DESIGN ANNUAL. INCLUDING SORT IRO WATER DISTANCE REQUIREMENTS. / CG-aLSED NOTE 71 2. WHEN THE ENTRANCE RADI CANNOT ACCOMMWATE THE ----�1 I� FXRI TINNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. WE DOWN FOR SDEWILN L CURB RAMPS SDEVALN I WITHIN THE LIMITS OF THE RANI SHOULD BE (SEE NOTED 9' 8 G OP1pNAL 6" INCREASED TO I FLOIY LINE 3. WHEN USED N CON.UNCTON NTH STARDOM CC-3 --- I OR CC-7, TIE CURB FAZE ON THIS STANDARD IS TO CRIMSON EXPANSION BE ADJUSTED TO MATCH WE MOUNTABLE CURBJOINT JOINT C04FIGURAIDN W 4. SEE SAADMD MC % FOR DAB RAMP DESIGN TO BE NDIEA WHEN '4' R•-D' DR AS WNWIlE ROADWAY SIDNN W TYPDAL SEDTKIN. A� USED WITH THIS STANDARD. 5. OPTIONAL FLOWLBE MAY REWARPINGREWARPING OF A PLAN VIEW PORTION OF CUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES IMMUNE ROADWAY SLOPE S. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A ROW 10PMIBOLIC WRVS LINE 15 REWIRED TO PROVIDE POSITIVE DRAINAGE ACROSS ME OFSHOULDER DLTRHEON 8 %MAY. SUCPE CXMCE ® - _ TD. V TIE ENTRANCE. T. NOW UN PAYMENT BRILL BE E STACTED TO TIE NOW (EXCEPT ANY PAVEMENT STMILICAN MM U; [ROADWAY - _ _ _ _ REE REWIEO FOR B PAVEMENT WHICH CAN BE BX MAX. -- D ENTRANCE.) N ME ENTRANCE.) SLOPE CNACE ® - RAMCOMITTE B. RABIC QUID DR WNRNATON WIS ND GUTTER D SHALL. HOT BE CONSTRUCTED BEYOND WE RAW NNE EXCEPT FOR REPLACEMENT PURPOSES. 20'NNMIM FOR 9. TIE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 5'MNU COMMERCIAL ENTRANCE D' ME LISTED IN TIE ALLOWABLE ENTRANCE GRACE TABLE. THESE VALUES IRE EDT APPLICABLE TO STREET ® CONSTRUCT GRIDS CHANCES WITH A PARABOLIC CURVE. OONNECTIOHS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE vOLwE GRADE CHANCE 'D' DESIRABLE MMIMM HDN MOR iIUJ 1500 WD 01 31 MEDJM 50D-1300 VPD 53% B% LOW I LESS THAN MO VIED '�• '•' •�' NOTED ALLOWABLE ENTRANCE GRADE TABLE S NOT �� 91 •i, 'M' .�.' .:.:.• APPLICAAE TO STREET CUNECTIONS SECTION C-C I I THO WISCIOX DCMETHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 22, IDY AND COMMERCIAL ENTRANCES 1 =7 BDS VIRGINIA DEPARTMENT OF TRANSPORTATION WDTI OF LINTS IX PEDESTRIAN® ® LIMITS OF PEDESTRIAN -- _W_ ASqESS ROUTE ACCESS ROUTE UWAVEO SPACE NON -TRAVERSABLE UNPAVED SPACE WIDTH OFF IMPPZ� --- *-, RI NON -TRAVERSABLE a CE55 ROUTE SLOPE LIMITS OF PEDESTAL N CESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE N)DI ION0. RIGHT-CF-WAY IS REC ED IF THE LIMITS T-S' DF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING M PROPOSED VOOi RIGHT -OF W I�5"•X ® STTABLEE,FIRM UNOBSTRRUCTEO ANDDVSLIPARESIISTIµT e• p� PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FTHAT CAN BE APPROACHED, ENTERED AND I -e. ->. •>. VPEDESTRIANS. • PEDESTRIAN ACCESS ROUTER @ ME BEING voee�e eve IF PROVIDEOA MINIMUM 4'TRAVER LE WIDTH IS SECTION0-8REQUIRED WITH A MM. 2X CROSS SLOPE. WHEN USED N CONJUNCTION WITH STANDARD STAIN OR LGd. THE CURB FACE ON TINS 2"B" STANDARD IS 7. BE URB FAC TO MATCH 'I^y PARABOLIC THE MOUNTABLE CRAB CONFIGURATION. cugvE •'e. H: ® z z a. WDXITO DX CXADE ue ese ore. CLASS a (LE.S.) coxL. SECTIONO C-C �� ®PoINT OF GRAPE CHANGE J. P. x s 12 X MAXIMUM INCREASE IN ROPE AT MINIMUM 10' INTERVALS X W A 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AMID B X AMMO[ DECREASE FOR SUCCEEDING MINIMUM UP INTERVALS SECTION D-D STANDARD ENTRANCE GUTTER REFEPD 302 VIRGINIA DEPARTMENT OF TRANSPORTATION ��2- R 8" 1".1•-� . ,.: y4 •- -1' 1 6' 2' STANDARD CG-6 STONE#57,BASE UNDER CURB & CURB & GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKn UNG. (5' MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE CG-S NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PEACE 2. CONCRETE TO BE GLASS AS IF CAST N PVGE, 4000 PN IF FORECAST. 3. COMBINATION CURB M NUTTER HAVING A RADIUS EE MO FEET BR LESS (ALONG FACE OF CAR) SHALL BE PAD FOR AS RADIAL COMBINATION CURB E GUTTER. 4. FOR USE WITH STMIDZED OPEN -GRADED MANAGE LAYER. THE BOTTOM OF THE CURB L CUTTER SUAI BE CONSTRUCTED PARALLEL TO TIE SLOPE OF SUBBASE COURSES AND TO WE DEPTH OF THE PAVEMENT. 5. ALLOWABLE MOO RIA FOR WE USE OF CC-6 S BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R ME ROM DESIGN MANUAL N THE SECTION ON OR UBIJI STANDARDS. D, ' M • ra s'A :gyp :D :•D • A . ; • P. D D D----- GECONCRETE T CONTRACTOR: COMBINATION 6" CURB AND GUTTER D6 RR vRw6A DEPARTMENT of TRN19PWfAT1(M NOTES: 1. THIS REM NAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS M F CAST N RARE. 4000 PSI F PRECAST. S. (ALONG FA'C'E OFRCORED WILL BE FAD FFOORLESS AS RACIAL CRAB. 4. TIE DEPTH OF CURB MAY BE REDUCED M MUDM M 3' M" DEPTH) OR INCREASED AS MUCH M 3' (2111 BUFFER IN ORDER THAT THE BOTTOM NCIDE VOYM TIRE TOP OF COY OCUM FLLME P PAVEMENT SUBSTRUCTU(E.A OTHERWISE ME DEPTH S TO BE TO" M SOWN. NO ASIMIMENT IN ME PRICE BD IS TO BE MADE FOR A DECREASE OR AN INCREASE N BEEN. 5. M-2 IS TO BE USED ON ROADWAYS MEETING THE REOINELENT4 FOR C3-6 AS SHOWN N APPENDIX A OF TIE VDOT ROAD DESIGN MANUAL, IN WE RECTOR M CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SESAME STANDARD 6" CURB DS 502 VRCRN DEPARTMENT ON TRANSPoRTATON A ROAD AND DOME STANDARDS iNA0N1 DATE 9HELT 1 OF 2D1N REVISION DATE 1 MEET 1 OF 1 \X TRIP GENERATION CALCULATIONS I A, `\ TRIP GENERATION BASED ON ATE TRIP GENERATION MANUAL(8TH EDITION) ',l __ __ �� STOWNHOUSE UNITS (CODE 230) V 1 1 \. ADT: VPD z ENTER 2 EXIT 494 47 47 LL _ i V \.AM PEAK: VPH 6 ENTER i EXIT q< PM PEAK: VPH z ENTER i EXIT -- ^ 44 (9 / 5 ) - 1-1 or N I \ m c r J \ \ i A, A, Iff I1 ,. \ I \ L\ - TRIP GENERATION f��-- �Q� Lic. No. 035791 �LP, ) 1621 ,. l l �w1 \ '- `, % \\ Z O J ~ d U Vl w o m =) to _ \ /\ O o i ,` F Lu ELL Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Intermediate h a Base b a Sub base h a Dp Archer Avenue 3851 2 3871 4 4 19.47 SM-9.5 1.5 2.25 IM-19.OA 1.5 1.67 BM-25 5 2.25 21A 5 0.6 20.13 Eustis Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 n/a BM-25 5 2.25 21A 6 0.6 18.23 Koch Court 192 2 212 4 4 9.36 SM-9.5 2 1.67 n7a BM-25 1 1.6 21A 8 0.6 9.74 Flora Lane 192 2 212 4 4 9.36 SM-9.5 2 1.67 n/a BM-25 1 1.6 21A 8 0.6 9.74 Flora Court 58 2 78 4 4 5.88 ISM-9.5 2 1.67 n/a BM-25 1 1.6 21A 8 0.6 9.74 BEVELED UNITS n" IM xI�A,nn MFORCEMENT TO WIlHM3 MCHE60i TNELOWER9LOCKEACE 10^ MIUM, �� Ancho N-DiRmope / R \ C147`ORCEMEM CONNECTION lV]{ `NCTTRSCALE) 1 101 Ar I NFORC PA ENT MEN" S I vrcrxFncRr�xPD%cR.aN _ I ERSI II�� a "0F�o6,1T�HLNNREINPARDEMENT W. ADchOrTM DiMEREAT 5 / X \1a EXCAVATIONOVERSIZJNG WX /(SCALE: 3/e^=F-O^) ,-•-...'°..."".."a"."` ADcIT TN DO RI TYPICAL BASE PREPARATION WXRNOTTOSCALE) ,~,••'"'�"'�•..:,.n'". NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. SM-9.5A SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT II21 A ASPHALT PAVING - ROADS NO SCALE La" (TIP.) SEEPAVEMENT CHART FOR DEPTH OF EACH PAVEMENT COURSE TYPICAL STREET SECTION - PyAR. XZOTH PUBLIC /Xr ROAD R LDX (AWH COURT FLORA LANE) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (MOT TO SCALE) MIN BUMPOUTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. WIDTH PRIPATE ROAD R/W (FLORA COURT) 20 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (MOT TO SCALE/ WITH BUMPWTS ALONG ROADWAY. 6"WHITELANE STRIPING nuru L ' USEUai 6"WHITELANE STRIPING PY Imavi.u,q UPPC-F,C TYPICAL STREET SECTION - 61' PUBLIC ROAIJ R%fY (EUSTIS APEMIE) NOTE NO PARKING 25 MPH DESIGN SPEED ALONG ROADWAY (NOT TO SCALE) Lbamwmw 6. STRIPING TYPICAL STREET SECTION - PAR- WIDTH PUBLIC ROAD R/XF (ARCHER AVENUE) 25 MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED BETWEEN BIKE (NOT TO SCALE) LONE AND CURB NTH BUMPOVTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. WIDTH PUBLIC ROAD R/W (ARCHER APEMIE w/ On-Steet Parking) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED BETWEEN BIKE (NOT TO SCALE) LANE AND CURD WITH BUMPOUTS ALONG ROADWAY. UT W Z Q V g w a 0 w In w 0 0 o O N N N V N_ O Q CT N 7 Do h 0 r M CY•6 �A� VJ N ® M N (0�•�S'� LIJ VJ N N W > LLI � J J_ W U_j O 2 C) L ' LU F_ Ln ZLU LU r� U) JW w Of O O O N U w 0 ce E1' a z J j , 6- 0 0 T C J_ 0 TM-1 LU 06 / , LU V� O U z 0 co J i 0 0 w J I- w w JOB NO. 182150 SCALE i SHOWN SHEET NO. 13 All GENERAL WATER & SEWER CONDITIONS (June 27, 2019) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 3.2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. THE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2SO 250 3.01 (1 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.UO 2.60 2.52 (1 5 U.10 200 2.25 2.50 0.15 11 1/4 1,50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 6. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 291 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 01 ^ 10" & 12 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 1 /2 2.33 2.58 2.84 0.1 11 1/4 I 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 25M P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FlG. W-3 IFEI JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10'f� -101, 5' -10, 5' WATER SEWER 13 3E £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH DI SEPARATION OF WATER B SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS PLACE 5' GALVANIZED ' WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO IT DEPARTMENT APPROVAL. FINISHED GRADE II -ADJUSTABLE VALVE BOX W/ LID II U M.J. GATE VALVE WATER LINE d IA b 1 1 I_ _I 250D P.S.I. CONCRETE 8 A 2'X 2' BEARING AREA, THRUST BLOCK d -. a a e A A < c NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE TD-9 151/2" E.31 W. 194 CAST IRON CLEANOUFF FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7 1/2" SEE PAVEMENT AROUND CLEANCUFF COVER EXISRNG GRADE REPLACEMENT (3500 PSI) REQUIREMENTS ] PVCFEMALECLEM0UFEADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. Sill AWS< " WITH 10 1/4" BAND PVC PIPE SEE BACKFlLL AND BEDDING 45° BEND REQUIREMENTS PVC PIPE EWER LATERAL FUTURE SANITARY LATERAL WS'E --- TI L (Y LSECTION'A-A' BOTTOM OF TRENCH SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHi-OFWAVPROPERTY EASEMENT OR RIGHT-OFWAV �� FUTURE v SANITARY LATERAL (WHEN INUNE LAYOUT REQ'O) CAST IRON CLEMOUT FRAME AND LIC - - f �T I I LLL (I i i IL�5141%I�S� AI �LL 77"',7.. WyE A A CONCRETE 95° BENDS COLLAR PLAN VIEW - - - - STANDARD SANITARY CLEANOUT IN PAVED AREAS 12" NTS FIG. W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 824' IN B. INITIAL BACKFlLL 824 INN MIN MIN. MIN. MIN. \ - 6" BEDDING t „^- #68 STONE STABLE SOIL ROCK < SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a MI INITIAL BACKFlLL 4 MI UNSTABLE e" 8" 8' 8" SOIL\ MI MIN _ MIN MIN. #68 STONE "GRANULAR FILL AS APPROVED BY ACSA /! STA L OIL O CK L STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 V ODUM OM a 3/1 MALE PIPE COUPLING AN APPImWa EDUAT Q PE "K w [PPE USE ON RTTACNED PRESET RUNGLEDUAL NFOREG Ai D uN DUAL REsmLxnu A UPI OR SECENRVICES. Ro IBRunw >arncE.s. ...... i NOTE nO SWARD mnlws i R. j� DUAL SERVICE IE V CWPREMON a 3/1 MALE PIPE CWPLI14 OR APPROMEO EQUAL 1• T,PE nL• SOFT eomve OFOB Use ON MLACHm SNDIe FAMILY F£MOINIIAL SEFNCE WERE AN IRRIGATION MIERE IS N07 MWOM SINGLE SERVICE NOTE 1) SADDLES S AIL OE USED ON PVc RE. eAST IFRx uD FlINSHOD GRNu „,tY-IS- LUCRwxc III R BALL VATME eoz 0DO ET A I'E') w Yx. CCPPEERSETTER I e eexD earuxe 1 S I I Y R cy CCIdVM' ATICN BR , 6dCK AS x a,A, TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 TD-2 9 Top View 6" MINIMUM NOTE: RESTRAINED JOINT FITTINGS 4' MINIMUM 4 Q, 4" MINIMUM d? r \4.a !ACSA, - - - - Side View 42" Minimum p A O, lflcotlon of 95% C gactlan rI Llntl 4 W a A,Galvanized Steel Beam, W12 X 14 (min. 912e)4. enetration into undisturbedPor as a roved b the PP Y COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) TITS FIG. W-7 TD-13 ,E F \En \IE� �� A -� E'er ny � N, F I aE Z oEDEG0 F FIT 0 va � <E £ N 7W E--. _E �¢J E P 7- a BL :E • E „m "om -E u " O - ° - E\ E o f e E o f w N N 1, n s NE O LO TYPICAL MANHOLE FRAME &COVER RIES FIG S I TD-1 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. VI TD-5 FINISHED GRADE ---IT ---I -TI T-ITI 7fT-TlT-ITI-7Ff - TRENCH REDUCER r2500 P.S.I. CONCRETE THRUST BLOCK ------- '-�-------------- UNDISTURBED SOIL E _f ir MN PROFILE VIEW} UNDISTURBED SOIL - EDGE :<. T 24" MN --- OF TRENCH . -i----- REDUCER { f B MN y �< 2500 P.S.I. CONCRETE THRUST BLOCK • 8* MR A UNDISTURBED SOIL -EDGE 4 OF TRENCH •' 24' MN NOTES: PLAN MEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D NOTES MIN. 60- DIAMETER MANHOLE 0 REQUIRED. CYu. DORI Ima DROP xnNIOLE PVC omu \a USE APPROVED FLEXIBLE RUBBER' o BOOT e •' GASKETED • STOP COUPLING 0 27• '',h". UROP PIPE PIPE STRAPS - (STAINLESS STEM) p SPACVED EVERY IMA 2' ERTICALLY 90• RESTRAINED BEND �SE"Ex IAFLELT ] 1 � •l1IN -PE RIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 68 STONE L HEIGHT OFTHE VERTICJIL DROP MPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN T WO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE STIR 26 P.V-L, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE POINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4.SHAPEIIN ERTASNEEDEDTOPROVIDESMOOTH TRANSITION FROM DROP CONNECTIONDISCHARGE POINT TO SPRING UNE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SMALL BE ORIENTED AT 45 DEGREES, IMTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. Z MINIMUM 72' DAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNECTION, OR TWO 8' DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. 5-1-C2 TD-30 36"MINI LARGER TEAMS" IN ANY DIMENSION 24"MI INTIAL BACKFlLL* 8"MIN (6" LETS) EMBEDMENT M THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING N0. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 TD-7 FINISHED GRADE -111-ITI=III ,III, '. IL�,llI III -III - AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE RAIN TO GRADE F POSSIBLE - ]I BRICK SUPPORTS OR SOLID CEMENT BLOCKS v CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER PLUG END OF MAIN LINEN SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TD-20 NOTE. HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18'-22" VALVE BOX 7 cu. FT. 08 STONE 42'MIN _ 6' GATE •"y VALVE TEE BLOC PCONCRETE BASE AND THRUST (�,. ' i '� •' \\\Vjl} BLOCK AGAINST AINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS E NOT ALLOWED IN THE DITCH. FIRE HYDRANTS HALL E INSTALLED AT L ATI ERE P 5 R YD TS S D S D OC ONS WHERE WEE HOLES ARE ABOVE THE PREVAIU NG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP POLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FlG W-4 TD-8 DIA 1/2" DA [38mm] [699mm] 28 1/4Y DIA 7„ LWITFPE] [178mm] 24" DIA F [BOBmm] 28 7/16" DIA 5/8" [722mm] [16mm] 36" DIA 0 26' [914mm] [660mm 1 1/2" FRAME SECTION 13/16" [38mm] [20mm] •• '_. LETTERS FLUSH) 3 1/B" 1/2" 'I [79mm] 22 13/1613mm] 2 1/B" 3 13/16" [579mm] [97mm] [54mm 0 25' 1 3/8" [635mm] 6 / [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW I/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY zzzzi DETAIL (2) WSHR 1/I6 X 5/6 X 1 1/2 .1800" ROBBER PARTS 00981045 CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS )103W8 [5mm]2400" [41 mm PART/ 00981250 [6mm 1/2" .63 DIE. STAINLESS STEEL ROD (2) TREND 5/8 ID 1.50 00 SS �29mm) DIA BOSS 113mm PART/ 00981318 HuuM Weer PICKBAR & LOCKLA)G HOLE DETAIL NOTES: PART 00951284 2) NUT HX 5/9-11 ZN NYLK 1. ALL MANHOLES WITHIN 10D YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS MLL BE CONSIDERED. PART/ 0098122E 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TD-32 Lic. No. 035791,E 1/6/21 �w�1 Z O J . r c ZULT 2: L DO p U) 0 Z L J Z � - < I [ L L NWIt V) < F- L w S 2 c O F U i Q S ED Q L I CC L W - a ; = p i W i I Ln c ED ED [ O O O O N N N EN! O N N_ O Q nSr W ) v o c� L9 7 co ♦z /� M vj N 0 W M 0 N N W> II = L V J W � J MIMI F-1 p I- JLU 0 lim T\ 2 V 06 U �/^, w 1 V i O - Y z LU U ~ 0 V J I- ZLU J LU EEJ T mi w Of 0 J < � O O W N U W J r P En W CL (n JOB NO. 182150 SCALE N/A SHEET NO. 14 475 LVC: 302.50 475 TH p7,� SCOTT R. LINS� LU Lic. No. 035791 °p 1/6/21�� SIONAL EGGS 01 Lj w w 0 N a W ZO > w V Z > a FFJ a OV F ZW Co 0 � 0 O W u g Oz�_W W J Q 2 W < W a o r a a /� Z w V� w W W m cavil m �••� a w a w L a 0- REMOVE EXISTINGW o N TO EXISTING P 0 Lu N N N N O r1i N V W CD M \O N N C \\N v o � � L9 r` co z Cn N ® J c� N O `L L1J (N O N N W > In W W T--1 J J rq L.L_ J U) W � W ~ W L90 0� z J Q � Lu W Y w U Cz 39+So 40+00 40+So 41+00 41+So 42+00 4z+So 43+00 43+50 44+00 44+50 45+0o qS+So 46+00 46+So 47+0o q7+So 48+00 48+So 4g+oo 49+So 50+00 So+So 51+00 51+So 5z+oo Sz+So 53+00 53+So 54+00 O C) ARCHER AVENUE PROFILE ul m ao Lu J (DESIGN SPEED=30 MPH) z � J NOTE: ALL ROADWAY EMBANKMENT MATERIAL W 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 nLnnL VERTICAL GRAPHIC SCALE VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 O 00 W 5 ° 2.5 5 10 20 N NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL W ( IN FEET) SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS 1 inch = 5 ft. CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD AND ,w-, w BRIDGE SPECIFICATIONS, SECTION 302.03G. 0 _ HORIZONTAL GRAPHIC SCALE a JOB NO. so ° 25 50 100 zoo NOTES: iO2 i50 1. ALL FILL TO BE PLACED AT 9S% COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. SCALE ( IN FEET) 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM 11 1 1 inch = 50 ft. SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L & 1 = 50 SANITARY SEWER MUST BE PROVIDED. SHEET NO. 15 � � HIGH ROPOSEDFIREHYDRANTT PT. STA: 50+ 0.58 N M HIGH PT ELEV: 46 .84 � N V1 V 47 V1 > V °>°� O � l/l > > w 470 P I STA: 45+7z.3 j a I ELEV: 437.ii z v~i K: 56.8g � \ > a z LVC: 415.00 � w~ O 46 � o LO PT. STA:4S+o m PVI STA: 8+ � 465 .z3 0�o o.00/ � LOW PT ELEV: 440� 4 � � PVI ELEV : 450�6 � �+., � � � � K� 3 �36� � a pZ PROPOSED VDOT PVI S A: 41+11.z5 � � v LVC: op:oo p \ w V STD. CD-1 PVI ELEV: � m u w o 0 0 0o 46 :117.zz m W °o °a °o vi � \ 460 N M + a V / � V / \ O1 N V V tD W tD l0 m � j It V `t V v 60�0 45 � m � W � �!� 455 00 W W / `82 a w m 203 = / 0 PROPOSED 1z"x8"CROSS, 45 V � F (z)1z° G.V. & (z) 8° G.V. FUTURE ROAD GRADE 450 a � PROPOSED VDOT Z F STD. CD-1 W \ PROPOSED VDOT PROPOSED GRADE(TYP. w a STD. CD-1 � w ROPOSED 1z" CL. 5z DI WATERLINE � _ m + 445 1z" PLUG &TIE-IN .3 Z Q 1z" DI WATERLINE 3.5'MIN.PROPOSED VDOT �vPROPOSED FIRE HYDRANT STD. CD-2 z W ASSEMBLYw/1z"x6"TEE ASSEMBLY w/ 1z"x6" TEE O 44 78A � J PROPOSED 1z" CAPPED G.V. � 44 �O w� \ $ 1.5 Z o PROPOSED 1z" CL. 5z DI WATERLINE 27 43 � �6A 435 10' W TIE -INTO EXISTING GRADE w PROPOSED FIRE HYDRANT 79 Q ASSEMBLY w/ 1z"x6"TEE PROPOSED FIRE HYDRANT ASSEMBLY w/ 1z"x6" TEE 43 w 430 � PROPOSED 1z"x1z"TEE � & (3)1z" G.V. z 42 w 425 0 z FILL TO BE PLACED AT \ 95%COMPACTION(TYP.) Y 42 4zo /+1 NXISTING GRADE (TYP.) /+15 Lf1 410 40 405 5'x5' BOX CULVERT PROPOSED WITH BLOCKS g, 10, & 11 VSMP PLAN 400 400 'i ri rl M ~ vl 1� '� M O ~ O 'i � I� O1 O W I� � Ol N N O S � N M N l0 l0 � .t � � Vl l0 � rl M �t � Ol !Y1 Q1 � O M � 1� O M OD � O n O � N M •i l0 O O N ~ O L!1 � 1p ~ rl (1 � l0 00 � C-0 W O In N V1 Ol N � W ~ � OD O � n � � Vl O � � N N N '� •i `� � O � � O ~ O ~ ri N O M M � � V1 � � W � C-0 M O ~ •i � � � I� Ol d S � � d S � S .t d �t S l0 lD l0 485 PVI 5 :1o+s8.22 EXISTING GRADE (TYP.) )VI E EV: 463.276 12.54 PVI STA: 1 +43-77 L : 15.00 PVI ELEV: 61.23 4$Q _ �NoK: � a \ o 2. o LVC: 1 .00 PVI STA:1z+7o.o0 4$O 0 + LnLo + 't + a LOW PT.STA:11+43-77 ' 459.86 K:12.04 0 o p LOW PT ELE : 461.28 L.. L i LVC:75.00 ~n U >00 U >Lu {gym �m� om 475 z M Lu COM Lo \ tk00 D + N ri'HOOF + ui o s 475 J ..> ..>F i w U L1 w U N > m W v m U L>u PVI STA: 4+00.00 ' PVI STA: 1o+8 .95 `° z 00 m > PVI ELE : 449.16 u- H P I ELEV:46 -43 ¢ o K: 1 .z1 47o O z K: 2g.16 ¢ LVC: 25.00 470 O N O° U = �t l0 D) �t N ci O N LL O _ t^ M � '� D _ S O 't Z Z Lu \ / Lij ~ Lu W O O � Lu �- lA > U M U Lu PVI STA: 6+99.47 6 Z 465 - oa L6 U> U U> U w w m Q \ > w PVI STA: 6+oo.00 PVI ELE :439�31 6 4 5 -2.00% m w Cz U PVI ELE : 441.30 K: .50 Lu x �- ¢ ROPOSED GRADE (TYPJ Lu z \ K:25.63 LVC: o.00 t-3- ? old J \ LVC: 1o.00 LOW PT. S :16+99.47 z °p% 00% 2 00% ¢ C N o 0 LOW PT ELEV: N 43936 00o �0 C 460 PROPOSED VDOT N Q a a a !}60 STD. CD-z LL N Lu N i m M o M Z PVI TA: 5+oo.00 v> ^ v> D" H Lu [PROPOSED 3.5 MIN. 2 O PVI E 447 43 m C0 N Lu w u> u w 8"x6"TEE, �'7 8 w¢ K' 1' H M w 455 & (2) 6„ G.V. ?�'� � o LVC: 5.00\ v ry 455 LOT 33& 34 WATER SERVICE ILL Z_ ri Q O ~ 12A + a + a J ¢ PVI STA: 18+1z.00 PROPOSED 8" CL. 5z DI WATERLINEJ LOT 35&36 WATER SERVICE rq Lu H Lii ° PVI LEV: o 437-9 PROPOSED 12"x8"CROSS, \ Vl > U m > U Lu O LL ¢ Lu ¢ 400 45Q (2) 12" G.V. & (2) 8" G.V. \ m W J + L C16 s 45 O _ Z oQ 0 � s LOT37 WATER SERVICE LOT 38 & 39 '7 % H O U LL LL + °,n .fit + m 't PROPOSED 8"x4"TEE, WATER SERVICE LOTy0&yz U v) ¢ o \ LL O Lu di 00 H XISTING GRADE (TYP.) 445 2 H" G.V. & 1 G.V. () () 4„ WATER SERVICE �6` 7i W JO Z O Z > > > M to > W PVI STA: zo+so.00 445 LOTyz WATER SERVICE F LL > 00 1 K: LOT 43&44 W 25.23 WATER SERVICE pL.� LA LVC: 1.50.00 1. 2' \ LOT 45&46 w °o °D PROPOSED 8" SANITARY PROPOSED FIRE HYDRANT WATER SERVICE Z 0b \ . N 44o SEWER CROSSING ASSEMBLYw/8"x6"TEE - 440 2 D 2. o% \ Cn 30A PROPOSED VDOT LOT y7 WATER SERVICE v \ > m v > w PROPOSED 8" CL. 52 DI WATERLINEJ 6 5' STD. CD-2 LOT84 WATER SERVICE OT 59 WATER SERVICE W 5 LOT 85 WATER SERVICE -PROPOSED GRADE (TYP.) \ 435 PROPOSED 8" SANITARY 2.8 FLOT WAT R SERVICE 435 1 4, N PROPOSED STORM SEWER CROSSING LOT 6o WATER SERVICE \ N SEWER CROSSING LOT 82 & Sz WATER SERVICE \ N 62A LOT 83 PROPOSED 8"x4" TEE, WATER SERVICE j LOT 6z&6z •�?_ v 430 (z) 8" G.V. & (1) 4" G.V. LOT 48 SANITARY LATERAL PROPOSED �.3' 8"x6" REDUCER WATER SERVICE LOT WATER SERVICE \ ¢ 430 PROPOSED 12"x8" CROSS, (2) 12" G.V. & (2) 8" G.V. & 6" G.V. W 0 3.5'MIN. LOT 63 WATER SERVICE \ PROPOSED 8" CL. 52 DI WATERLINE I U OT 79 & 78 WATER SERVICE 4�5 LOT85SANITARYLATERAL 54C LOT64&651WATERSERVICE 425 LOT 84 SANITARY LATERAL Lu LOT 77 WATER SERVICE \ LOT 83 SANITARY LATERAL LOT 82 SANITARY LATERAL T r-LOT 66 WATER SERVICE \ I LOT 76 WATER SERVICE LOT 81 SANITARY LATERAL" 50A 420 PROPOSED 6" CL. 52 DI WATERLINE I 420 1•So% LOT 8o SANITARY LATERAL OT 75 WATER SERVICE LOT 79 SANITARY LATERAL LOT 67 PROPOSED FIRE HYDRANT WATER SERVICE LOT74 & 73 WATER SERVICE ASSEMBLY w/ 6"x6" TEE LOT 72 & 71 WATER SERVICE 4�5 4�5 LOT 78 SANITARY LATERAL PROPOSED 2. 0' 6"x4" REDUCER PROPOSED 4" 22.50 E & 4" G.V. TYPE A BLOW -OFF A LOT 77 SANITARY LATERAL 410 LOT76SANITAIIRYLATERAL 44/a 410 PROPOSED 4" CL. 53 DI WATERLINE LOT 75 SANITARY LATERAL LOT 74 SANITARY LATERAL LOT 73 SANITARY LATERAL11 1 405 LOT7z SANITARY 405 LOT 771SANITARY LATERAL) M ~ D) S H n �t O O H M N kD D) N It M ci n N M N L0 M 00 H 'i It d M M 'i ri ^ 00 M I\ Ln 00 '� tD M W O M 't N N 1" N Ol I�Ln 'i O Ln It M d •i 1) .t O1 n O N N LO 00 'i 00 ,.n LD � ry •i n 'j n l0 'I n LD L7 00 tD ^ n LD (+'1 'T L0 O H w 00 n Ln ^ � Ln f O Ln 'j 00 't O Ln Ol N Ol 0 ^ H �t ul O �t 'i Ol M ^ Ln M N M 'i 00 N 6 Ln N L71 d 't 10 LO '0 W l0 It .t 't 't 't 't It M .t M 't M M M N N N N S H 10+00 10+50 11+00 11+50 12+00 12+50 13+00 5 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 FLORA LANE PROFILE (DESIGN SPEED=25 mph) VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 20 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 END TO iSEMBLY NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 2S AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. V/ 0 V/ W ae SCOTT/R. Cb-LLINS'Z Lic. No. 035791 1/6/21 Z O d CC U )n Lu 0 Z O w N W Z Q 2 U Z) O w a 0 Lu Lu 0Y 0 N N N N '4 Lu Q CD CD CD CD r4 r1j CD f j 0 n V 00CD •--i LO N N C ti ul z (Y) 00 N 00 L N C7 N N Q Lu J J_ CO Lu O U Y H U) F- Lu Lu U) Lu F- w Q 0 0 N .1 O 0 V U 0 m J i O O w m LLJ J LL I..L LLJ J Lu 06 0 O/�/ 0L Lu J 0 w O w a W JOB NO. 182150 SCALE 1LL _ 501 SHEET NO. 16 PROPOSED 12 470 PVI STA: i1+go.00 470 PVI TA:1o+i5.00 0-74 PVI ELEV: 442-74 K: 11.1 K:2. 5 O LVC:58. o O VC:10.00 � N O io 465 LOW P .STA:1o+15.0 � /, 7�'i 465 Lewl'T IEEE-. + aLn Lij °O Oa0 °o coa EXISTING GRADE (TYP.) v w O N m m W M 0v oV Y 4 60 00 M 46o m �; > W J PVI STA: 11+03-4 L� F PVI EL V: 44rt 51 O Ln > m °o K: �3 0 z o 0 LV 88.5o F ¢ V J 455 ¢ M 0; M M O Lu ¢ ° / 0 455 `^ ° + a F L w •�+ Z Ca 0 > U > PROPOSED 8"x4" TEE, ^ m 2 °°°7 (z) 8" G.V. & (1) 4" G.V. ¢ m w 450 _ N LOT WATER SERVICE 450 PR LOT 55 WATER ERVICE POSED GRADE(j O F WATER SERVICE Lu O z¢ PROPOSED 8" SANITARY 7'2O� v J 1 z.z' SEWER CROSSING 5 445 5' MI 445 zaf LL 2.00% LOT51&5a ROPOSED4"22.5°BEND WATER SERVICE LOT 55 SANITARY LATERAL �'S� LOT 48 WATER SERVICE OT 54 SANITARY LATERAL -2.00% LOT 49&50 LOT 53 WATER SERVICE 40 440 WATER SERVICE LOT53SANITARY LATERAL z9 440 iED 1'S ROPOSED 4" 22.5° BEND STD. CD-7 1. OT 5z SANITARY LATERAL PROPOSED 4" CL. 53 DI WATERLINE G7 LOT5i SANITARY LATERAL 435 ROPOSED 4" 22.5°BEND 435 LOT 5o SANITARY LATERAL LOT 49 SANITARY LATERAL 430 r(2) 8" G.V &(i) 4" G.V. 430 l0 *tt "tt T � N a N 00 a 'i a a a s a It 10+00 10+50 11+00 11+50 12+00 12+50 FLORA COURT PROFILE (DESIGN SPEED=20 mph) PVI STA:13+40.00 PVI ELEV: 441.97 K:1g.8o LVC- 17c_oo 13+00 +°o u N HIGH PT. STA: 1z+gz.o7 u m a N a HIGH PT ELEV: 440.63. ~ + It ~ jj Ln > v 00 F > v w 7 z PVI STA: 1i+So.00 m N v .Ln Lu > O1 PVI ELEV: 438.17 + + z 450 K:41.26 a 450 Ln ° F 5.o0 W to F 7 n IN LOW PT. S A: 11+50.03 Ln w w Ln 00 Z Z) W 11 Oz Z) � O of LOW PT EL EV: 438.99 N + of _O z z z 0 > ° a Lu N a LI.I FLu< w O ¢ ¢ W 445 � ¢ u � u LA Ln o: 445 Lu W > MPROPOSED In> °J w F ,JL W w u GRADE (TYP.) - F ¢ _ - F z Ca PROPOSED VDOT \ 440 2'Op� STD. CD-2 W \ 440 oL- 0 \ Lu PROPOSED VDOT STD. CD-i 3-5' MIN. \ TIE-IN TO EXISTING G 435 684 435 \ 'x12" TEE 1 2\ 4.1' )12" G.V. g' 55 \ 430 SSA 5.5 430 PROPOSED 12" CL. 52 DI WATERLINE FILL TO BE LAC D AT PROPOSED 12"x8" CROSS, 95% COMPACTION (TYP.) \ (2)12" G.V. & (2) 8" G.V. 425 \\Yy PROPOSED 8" SANITAARY FUTURE ROAD GRADE 4�5 SEWER CROSSING PROPOSED FIRE HYDRANT \ ASSEMBLY W/ 12"x6" TEE \ PROPOSED 1z" CAPPED G.V. 420 XISTING GRADE (TYP.) 420 415 4 5 I� N O p O� wM McMl IN O a 01 M 0 M M 6 a M a a a 6 M ri I\ M. M l'Npi s a s a s a s a s a s a s a s a s 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 EUSTIS AVENUE PROFILE (DESIGN SPEED=30 mph) 14+00 14+50 15+00 BADE 490 490 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 KOCH COURT PROFILE (DESIGN SPEED=25 MPH) VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 13+50 14+00 14+50 15+00 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 9S%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 Z Z 0 Lu=< 0 Z o i k < CO 1n L J L a i O H F- L L c L L �W/ 0 C5 CS CS N N N CD Lu C C C CD M C N00 00 l\O n 0 '-I LuCn ti co z N Q ® � J 00 N O `L L1J (N O N N W > In 1 W Lu J J T� JLL CO W Lu L9~ � W o z J Q ON Lu W w U as O ul - Q m O F_ Zw J E J F_ H4 J w 0� O J !ten O V O O O N U W J ti � F 0 W W d (n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 17 485 485 TH OF 445 0 0 445 SCOTT R. LINS'Z U Lic. No. 035791 °p 1/6/21 oS10NAL E��1 LATERAL Z Z w w It ir� 0 If 0 0 N w 0 z U (7 LATERAL O Q >-6 k F- Zu m O w � O o O g OZ�_W W J O Q C W C W U) F ¢ a ¢ /� Z w IF V� o w COJ,�,l " U) m U) F�1 ¢ W ¢ W Lu Lu LOT 31 SA a 0- Lu o W V) N w qj 0 N N N Lu CD CD CD N O N W M \O O\ n LATERALS .--i 00 00 r z 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 z N MH-16 - MH-12 PROFILE - 00 00 J N 0 o Q 470 470 N O N 465 465 Lu .--I LLu � �--I J_ J EXISTING GRADE (TYP. _ LL / ° w I� 46o a 46o F— O o L9p �o m+ M J T --1 W W n a0 xFi> 455 ¢ / 00� Z 455 2 a) W moo = = PROPOSED () Vi p 0 GRADE (TYP.) F F N O O 0 N O O m� l.L 450 0 M m ¢ r_rl 450 W U Q O l!1 S S F- OD 0 z O w 4?? O =~ Z Z PROPOSED 4" O z = F > > > g `� — WATERLINE g Ln Fy z z z CROSSING � MJM P6��Lfl W Ln 445 445 L i 6Q�( 6 0T57SANITARY LATERAL N z j � �6`3 LOT 56 SANITARY LATERAL 53 LOT 55 SANITARY LATERAL 440 y69' �40 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo � � Se LOT 54 SANITARY LATERAL PROPOSE NE MH-6 - EX-MH PROFILE WATERLINE � uj O CROSSING 6'S LOT 535ANITARY LATERAL 435 LOT 5z SANITARY LATERAL 435 O CD LOT5i SANITARY LATERAL VERTICAL GRAPHIC SCALE o LOTS 49 & 5o SANITARY LATERALS o 1 0 2.5 s 10 20 NOTES: N 8" SDR-z6 PVC 59.oi LF (a1334°� 0 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 43o LOT43 SANITARY LATERAL 43p z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. w ( IN FEET) 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM 1 inch = 5 ft. SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. w W ^ OD O 0) S M ,�j O W s im s I, 't 't It It HORIZONTAL GRAPHIC SCALE a JOB NO. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE so 0 25 so 100 200 SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 2:LA OR ziB, FLOWABLE 182150 o+oo 0+5o i+oo i+5o z+oo z+5o FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SCALE M H - 8 B - M H - 8 PROFILE ( IN FEET) SPECIFICATIONS, SECTION 302.03G. 111 = 501 1 inch = 50 ft. SHEET NO. 18 NITARY \ /+$p EXISTING GRADE (TYP.) !}80 \ 475 � 475 �N= ��o � �x i \ O O FFou 470 � � s �O � \ 47 O O � � N .t F g,F„�zzz N��?o \ 465 � � � ? ? = 465 PROPOSED GRADE (TYP.) \ � 460 \ � � � 460 � PROPOSED 8" � O WATERLINE > � � � Z CROSSING LOTS zo&z85ANITARY LATERALS \ LATERAL 455 455 PROPOSED 8" ROOF DRAIN CROSSING PROPOSED 4" �3 WATERLINE 450 �3 CROSSING 450 PROPOSED STORM LOT zS SANITARY LATERAL SEWER CROSSING I LOT zz SANITARY LATERAL LOT LATERAL 49' z45ANITARY 445 LOTz35ANITARYLATERAL $" DIP 445 41 0 0 N N 440 z z 440 � �o 435 / o � 435 � ,� � � PROPOSED GRADE (TYP. � � � F LOT 565ANITARY EXISTING GRADE (TYP. g > > ��aZz - 430 / �o 43 o F o O N a 2 ry � ^ �n ao a PROPOSED 8" ROOF LOTB SANITARY 4 � � � oN+o n � � DRAIN CROSSING 4�5 � � � ? ? R.ti6Q�6�°ro `'O 425 0 °, / m o � s m ^ � � 0 $� LOT 835ANITARY LATERAL m� Z � � y LOT Sg SANITARY LATERAL 4zo � � Z Z LOT635ANITARYLATERAL LOTSzISANITARYLATERAL 42O LOT 6o SANITARY LATERAL Y _ � � O F / LOT 7g SANITARY LATERAL LOT 6z SANITARY LATERAL OLOT Bz SANITARY LATERAL a° � rn / N O .t M LOT 675ANITARY LATERAL LOT So SANITARY LATERAL 415 � ai � �' + O � N N sZ O PROPOSED STORM SEWER CROSSING JL �o OT6zSANITARY TERAL 415 y6Q F LOT 78 SANITARY LATERAL LOT 4 1O / 44A LOT 64 SANITARY LATERAL 1O LOT 77SANITARY LATERAL431LOT 4SANITARYLATERAL sLOT66SANITARYLATERALOT765ANITARY 65 SANITARYLATERAL LATERAL405LOT685ANITARYLATERALNITARYLATERAL 405 LOT 73 SANITARY LATERAL / LOT7z SANITARV LATERAL OT 7i SANITARY LATERAL / LOT SANITARY LATERAL 7o 40 Q LOT 6g SANITARY LATERAL Opp 41 / 8' DIP 395 84.i5 LF Qa iz.34% 395 z.g' = i x 39 O � N x �N� 39 O g o g by 0 � M � � Z O, 0 � Q� > � o ip m y^N MO hh w � t^nH � � 385 z o 3g5 g,F„�zz � 380 380 STREAM CROSSING 375 � 375 WATERTIGHT MANHOLE REQUIRED PROPOSED 60" DIA. INTERNAL ;3- DROP MANHOLE REQUIRED 370 370 8" DIP i8" STEEL CASING PIPE REQUIRED AT ii9.47 LF Lal 0.56% LOCATION OF STREAM CROSSING 365 365 M O� N O I� CO a � n N M.t i. � ,y O � S O m � 'i m ^ I� �n M O N ri O N O M M W ri I� u1 n O � O ci �O ci � O N ^ V1 O 01 � N 'j � M m Ol ^ N ,y N � N m m m m a a s ri ,y N ,y M M TH RFD o C, SCOTT R. LINS� 485 485 U Lic. No. 035791 10,p 1/6/21 oIONAL z z W W F- Con 2 \TO 0 0 N Q W ZO w U Z > a J Q O F U � Z Q Z Z) Zrn m 0 �n 0 O W u g Oz�_W W J O Q C< W CL W fn ~ Q d Q d /� Z w V� x o � m cWi) m LU H a W a w w a a L�u/ o W li w w SANITARY LATERALS RAL 0 N N N N Lu CDO NCD W M \O CD n '-I 7- Ln r` co z z m N ® J cY 1 LOT 58 SANITARY N Q LIJ 04 04 O LOT N LOT 84 SANITARYW \> / V 1 W r� W � J L.L It co W 0 W Q//� LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 9+50 L9 '-jp O W MH-14 - MH-6 PROFILE _ w U L) W � � Y � w U Oj Q ul F- m � W J LLJ VERTICAL GRAPHIC SCALE J NOTES: s o z.s s io zo 1. ALL FILL TO BE PLACED AT 95%COMPACTION. i) z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM ( IN FEET) SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & uj O 1 inch = 5 It. SANITARY SEWER MUST BE PROVIDED. J � O HORIZONTAL GRAPHIC SCALE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL SIZE ziA OR z1B, FLOWABLE so I zs so 00 zoo O O FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR O CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE CV SPECIFICATIONS, SECTION 302.03G. ( IN FEET ) 1 inch = 50 ft. W J H W W O W Ln d (n JOB NO. 182150 SCALE 1"_501 SHEET NO. i9 85 � 480 \ 480 / N M 475 475 ° o O O O N S l!1 �^ 470 � ° oo� � 01 �0 ��sz� 2F� f° � �+sue 470 o— m o 2F�> _ � � � �p � d �t H � ul Z Z C � Vl W' Z O N��zzp EXISTING GRADE (TYPJ CO °a � � z z z N ��,�--- 465 � �o ° s / 465 n'.j S H N � � Z_ p / PROPOSED GRADE (TYP.) � � >> Z Z � � � � O 460 ° � 460 0 o m � PROPOSED 8" ROOF / co ° + DRAIN CROSSING � PROPOSED 1z" / � O � � � Z Z WATERLINE 455 o � ^to ri CROSSING 455 LOTS y & 5 SANITARY LATERALS-., � / O O �o N � � LOT 3z SANITARY LATERAL � / ,p � � F PROPOSED 8" ROOF LOTSi&z N � � m 1 Z � DRAIN CROSSING LOT35ANITARY LATE 450 00 2 orn � m m � > > LOT 835ANITARY LATERAL olp O � O � � ^! � ? ? O 8"SDR-z6 PVC � � m- g � � z z z 46.oz LF Qa o.65% � u� � n � LOT 6 SANITARY LATERAL _ � ° O 01 .ryt � yry 445 O o � � � � � � � PROPOSED 8" DRAIN CROSSING ROOF 445 n � LOT 375ANITARY LATERAL LOT75ANITARYLATERAL ° N � � z 8" DIP OO � � LOT yz SANITARY LATERAL $" DIP 188.So LF �d 0.51% O �Z � 138.74 LF �a o.5z% LOT3z SANITARY LATERAL 440 = � � z z $„ SpR-z6 110. LOT 3y SANITARY LATERAL LOT 8 SANITARY LATERAL PROPOSED 1z" PROPOSED DRAIN CROSSING 8" ROOF OT 35 SANITARY LATERAL WATERLINE59 LOT865ANITARYLATERAL PROPOSED STORM 435 CROSSING LOT385ANITARYLATERAL SEWER CROSSING 435 836o LOT3g SANITARY LATERAL SDR"16 pi % OT yo SANITARY LATERAL $" 5 LOT yz SANITARY LATERA 4TARY LATERAL S.Z, y1g.3o LOT y3 SANITARY LATERAL 43o LOT yy SANITARY LATERAL 430 LOT y5 SANITARY LATERAL LOT y6 $AN ITARY LATERAL SANITARY LATERAL LOT y6 SANITARY LATERAL LOT y75ANITARY LATERAL LATERAL $"SDR-z6 PVC 1oz.7z LF Qa 3.05% 425 4z5 'i � W O � I� 1� O N n N O N O O O 1p 'i M n � M Ol ^ � ci � 00 l0 O � M 1p � I� M � Ol l° `+ Ln Ql ry l0 l!1 °° N l!1 O .t N � Ol M `+ Ol N N M M V1 S � W � W rl ul rl .t S n ^ O ° N l0 N lD lD � llt l0 � � lD � � l0 ^ M n M O W ° ci °0 rl ri n ^ N n N � f � � � � � � � ^ � W ^ EXI STI N STR:zo VDOT S INV I INV IN: 4[_ INV IN INV OL 485 48o \ \ EXISTING GRADE (TYP.) 475 _ u 0 00 m p m PROPOSED GRADE (TYP.) OO m 0l m cai 0 _ ° m� 470 o m It °�O 0 ry L 00 II It p F o L 06 n a m Li It 0 F a »> p �" _ O 00 0 n 0 OO nFzzz 0 NF J �'ozz po m a-_0 zzzF Ln F��00 m. L �ra0465 m 'II a0 na --- p°'a Ln aomN a > ^aaa� 0-N} 0 F 00N 06 LOT 28 WATER SERVICE CROSSING d Z 0 \ p LOTS 29 & 30 WATER III SERVICE CROSSING F » » Ln F Z Z Z z ---- N a) \ >> o 't SH III zQ 460 ISz 475 LOTS 26 & 27 LOT 28 SANITARY LATE 455 LOOT 27& LOT 30 SANITARY LATERAL / LOT 29 SANITARY LATERAL 450 F d »> CE CROSSING�ti Ln FZ_ ZZ LOTS z0 & zl LOT a5 WATER SERVICE CROSSING !RAL� LOT24WATER5IRVICECROSSING- i LOTS 13 & 23 WATER JITARY LATERALJI LOT: LOT aS SIANITARY LATERAL LOT 23 SANI LOT 24 SANITARY LATI °1 I m d m It V w N 0 Q N 0 0 ID O O () N O -oo o-o-° O 0 m a O O n > °° 0 O o.ia LD �6 Z) >�'tL� 'tO n Z Z 0V) F z F a>>> F/ LnIZZ IERVICE CROSSING SERVICE CROSSING 485 475 470 465 46o 18" RCP 15" RCP 'Ezz133.4o 24' RCP 89.o5 LF @o.55% 5i.io LF @o.78% LF @ 0.55% 4 9 445 24°RCP 15" RCP 445 66.81 LF @o.6o% 85.52 LF @ 0.56% LOT i5 SANITARY LATERAL PROPOSED 8" SANITARY SEWER CROSSING 440 440 00 l°L'1 Ln N ^ Ln vl 1 O1 O W It d 00 a d a 00 n'1 1� a H 06 S � t 01 k6 Ln S 01 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 475 470 00 470 m m N ILL G GRADE TYP. ( 0 N w O Ln O 465 0 465 > n LM„ a TD. DI-313 (L=8') TP=458-75 0 o6 a� V: 448.93 TO 22 ?? O 3 75 TO ROOF4 LLn F z z : 45175 TO zoB 460 T: 448-83 TO 18 FPROPOSED GRADE(TY 455 455 PROPOSED 4" WATERLINE CROSSING 450 450 LJ 15" RCP 33.90 LF @1.z4% 445 445 4 a a 0+00 0+50 D.) STR:12 VDOT S INV In INV I INV O STR-2oB - STR-20PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. PROPO`. STR-26 - STR-14 PROFILE EXISTING GRADE (TYP., 475 475 J m rn Ej N 470 0 470 L � O TD. DI-3B (L=6') 0 N a n f TP=462.00 H Wp 45433 TO 12B � r z 465 V: 446.85 TO 14 JT: 446.75 TO 6 46o 46o iED GRADE (TYP.) PROPOSED 8" WATERLINE CROSSING 455 455 15" RCP 27.75 LF Qa 1.51% 450 450 445 445 Oq It m s a 0+00 0+50 470 GRADE (TYP.) 470 PROPO` WIl 470 EXISTING GRADE (TYP. \ 470 \ 2' °N° ao ."i a O \ 0 OOON \ F LFFa L � � � M 6 465 / O m co ^'° 0 Mt a 6 465 'Dszzzp x N I wo F° \ OF \ F z z z z PROPOSED GRADE (TYP.) Ln 0 o 460 0 co sF > ° ° 460 a azp 0 O ry Fa K II >> \ Ln F?? V O 00' \ \ > M aL 455 � z z \ H 455 d -- 11 x o \ mrp 0 0 0 F PROPOSED 8" WATERLINE CROSSING E 00 Ln Lo LQ \ o 450 n 0 MLM� 450 o > M\t a? O M a NZ Zp \ \ > rnL ° � Hd>>> LnI-ZZZ\ n O -- V) 445 PROPOSED 8" SANITARY 445 QED VDOT STD. ES-1 SEWER CROSSING \ H RIPRAP OUTFALL 44( _ Z.o' 440 /. OUT= 434. 0 15 'RCP 15" RCP 205.54 LF @o.5z% RCP 176.7o LF Qa o.51% 435V�zz� 24" 435 171.74 LF @ 0.770/0 zy" RCP 24'RCP 114.67 LF Qa i.m% 62.87 LF Qa 1.1g% PROPOSED VDOT STD. CLASS Al RIPRAP OUTFALL W/GEOTEXTILE r(L=3.6', FILTER FABRIC UNDERLAYMENT 430 W1=7.5', W2=18.5', D=1.5' MIN.) 430 Ln O LD O M O n It O l0 a ^ 00 00 Ln N a O 00 w N N 0 00 00 Ln N Ol 00 H O N O n m LD N lD ul 0) O a O a O a O a a H n a n O D W lD D O H ^ L['1 a n H n w lD M H lD Ol a n ^ n'+ a H a a N s a a s a a s a a s a Ln s a N s a s a a s a a s a n s a a s a a s a a s a a s 485 475 0+00 0+50 1+00 1+50 EXISTING GRADE (TYP. z USED GRADE -11 m 465 465 470 " m H o O O o STR:z8 VDOT STD. DI-3B (L=8') STR:z8B VDOT STD. DI-3B (L=1z') V) TP=454 75 F m �m INV IN: 447 67 TO z8B INV IN: 449-75 TO ROOF? STR:6 VDOT STD. MH o It W a INV IN:439.5zT030 INV OUT:448.00TOz8 TP=461.33 N aa� INV OUT: 439-42 TO 6 460 INV IN: 438.50 TO z8 w a z ? O INV IN TO »> [STR-12B - STR-12 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 455 455 iED GRADE (TYP. PROPOSED 8" W! 4A 450 0'4 445 15" RCP 27.72 LF Qa 1.1g% 440 440 LJ 435 1 435 W 00 m N m 't a a O+00 0+50 437-52 F a INV IN: 446.58 TO lz z z INV OUT: 437-42 TO 4 46o LTERLINE CROSSING 1455 STR-z813 - STR-28 PROFILE 450 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo STR-10 - SWM PROFILE VERTICAL GRAPHIC SCALE 485 s o z.s s La STR:16 VDOT STD. DI-313 (L=6') TP=465.17 48o INV IN: 458.18 TO 16B 50 INV OUT: 458.05 TO 14 m N o & 0 475 Oo F0 H F O o o6 0 °H H OF0 kD > a Ln 00 0 in raj ? 470 o Lo Ma 0 d» 0 H'tv .t > a aF p n F Z Z a'D D az zp LLnFzzz LOTS 31 & 32WATER SERVI LOT 31 SANITARY LATERAL PROPOSED 6" WATERLINE CROSSING 24" RCP 445rFu 121.62 LF Qa 0.53% 24" RCP 29.15 LF Qa 0.58% 440 435 465 PROPOSED 4" WATERLINE CROSSING 1.2' 46o l.oi5" RCP 27.66 LF Qa 1.16% 455 LOT 32 SANITARY LATERAL CROSSING 15" RCP 67.59 LF Qa 1.o6% 450 SED 8" SANIT, CROSSING S R-i613- STR 6 PR FILE OD Ol 00 00) m n ry Ol T N F 00 m c co a a °a a It It It 0+00 0+50 1+00 1+50 2+00 _L z+50 445 440 435 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE IN FEET ) I inch = 50 ft. 470 470 SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 11 Z Z O Lr) Lu 0 Z L co Ln J L Q O H [ Z W L [ > L W 0 CD N N N N CD CD CD a C C 00 MCD � 'T m C 0 " Lo v o Lr z � z zo Cn N ® 00 J E N O GL w0')0 zoo (V > 1 Lu r i � J j LLI x a �m Np � - - 0 O p OF- Ln F F F F Nt Ln v Lmn m EXISTING GRADE (TYP.100 6 O 4 5 ma0 ^`° -t 't 't \ 465 > Lp H sz z z -D ROPOSED GRADE (TYP.) m <n LLiIFZZZZ 0 0 00 °0 \ ry 0 0 460 o Lo �, m 460 �000'tm - 0 o 't F W >>> 11 S I mp VDOT STD. DI-313 (L=8') m m 455 TP=447-42 W o° 455 INV IN: 440-43 TO 30B p 0 p INV OUT: 44033 TO 28 F p F- \-PROPOSED F L�) 12" WATERLINE CROSSING N 00 a N a a 450 m aF 450 T t- 0 PROPOSED y" WATERLINE CROS ING LLn F z z 445 PROPOSED 8" WATERLINE CROSSIN 445 9' i�� 1 1' 440 V=z= 440 15" RCP 15" RCP 156.27 LF @ 0.52% 15" RCP Lt 181.70 LF @ 0.510/0 28.15 LF Qa 0.53% 435 435 00 ry 00 m ^ lD n LD n m ^ M ry N o N It ry It 00 ry 00 N ,y m d't Ol d't 6 0) d't 6 00 d W N d d Li) H d d't 'i n S It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 STR-3o6 - STR-6 PROFILE Ai. J Lu O ~ C) Ill- 0 _j T� QLU z� U � lwll W Y U � 0 O ul Z LLLJ u J J U) H� J w � � O J 0 �c O O 0 N u Lu J L w o W 0 _ a Ln JOB NO. 182150 SCALE 1LL _ 501 SHEET NO. 20 450 445 440 ) GRADE 435 STR:62 VDOT STD. DI-3C (L=6') TP=439.92 INV IN: 432.6o TO 62 B INV IN: 435.00 TO 64 INV OUT: 432.5o TO 56 XISTING GRADE (TYP.) ao 450 II d m M LL p O� p. �0 Ln 0 0 445 0-0 m p 't m o aF N ° D It Z ° Ln zz 440 PROPOSED 8" WATERLINE CROSSING 435 L15" RCP 430 z7.86 LF Qa 1.44% 430 M S � 0+00 0+50 STR-62B - STR-62 PROFILE 00 I I 445 m 445 EXISTING GRADE (TYP.) p L^ o 0 LA ST- . R:54 VDOT STD. MH IL°n TP=435-17 -00 °N° INV IN: 428.00 TO 54D > 440 INVIN:428.o8T054B mj INV OUT: 426.33TO52 't0 v) H 435 435 PROPOSED "WATERLINE PROPOSED GRADE( P.) CROSSING 430 1.2' 430 L15" RCP 4�5 41.56 LF Qa 1.20% 4�5 N ,y m � M M o+o0 0+50 STR-54D - STR-54 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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. 460 EXISTING GRADE (TYP.) STR:56 VDOT STD. MH TP=439.67 INV IN: 429-93 TO 58 455 INV IN: 432.00 TO 62 INV OUT: 429.83 TO 54B 0 11 �D M N 450 o w 0 11 M Ln moo_ m l�„i / O N tDto 00 0 rrn m � a �, 0' 0 �aF 1.- 00 N IP 0 t P 't ? ° 445 N V CM V,rZZ N o 't z ° 11 V Z Z Z Lr�_ 46o STR:66 VDOT STD. DI-36 (L=1o') TP=443-50 INV IN: 436.77 TO 68 INV OUT: 436.67TO 64 455 STR:68 VDOT STD. DI-3C (L=8') rTP=444-00 I INV OUT: 438. oo TO 66 I 450 445 4" WATERLINE 440 cRosswG 440 GRADE (TYP.) �.4' 15" RCP 1.0' 145-54 LF Qa 2.70% PROPOSED w LOT 48 WATER SERVICE CROSSING 1.0' 435 l.o' 435 LOT 5o SANITARY LATER/ 15" RCP LOT 49 SANITARY LATERAL 23.15LFQa 2.i6% OT 48 SANITARY LATERAL\ 15"RCP 52.04 LF Qa o.61% 15" RCP 430 63.77 LF Qa 1.96% 430 .} 00 �° d o �O Ol m a 00 m a H It a a't 0+00 0+50 1+00 1+50 2+00 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH NOTE: HDPE CAN BE USED AS AN ACCEPTABLE OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. ACCORDANCE WITH STANDARD SL-i AS FOUND IN SEE DETAIL ON SHEET 17 FOR HDPE PIPE THE 2oo8 ROAD AND BRIDGE STANDARDS. BEDDING INFORMATION. 405 400 395 390 385 375 PROPOSED /DOT STD. ES-1 WITH RIPRAP OUTFALL STR:40 VDOT STD. MH TP=391.50 INV IN: 386.00 TO 4oB INV OUT: 379.75 TO 38 x � to Ln O0 / F O n ° `O m p O r / > q m� mOC) mzo / � 11 a» 1n�ZZ 00,00 I / 370 Rce /a INV. OUT=368.00 163'39 F, PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT (L=24', Wi=6', W2=12', D=2.5' MIN.) M0 It r r V m m m M 0+00 0+50 1+00 1+50 24" RCP 170.13 LF Lal 3.62% STR-68 - STR-56 PROFILE STR:4oB VDOT STD. MH TP=4o5.00 INV IN: 395.00 TO YD-7 INV IN: 392.5o TO 42 INV OUT: 390.00 TO 40 E (TYP.) A ?,Cy ro '05 ° x 0 Ir a0 O L ~ 0 ~ o� GRADE(o 0 0 aH 0 a>O Ln ? ? aY"'CP o 2.9 24 za�� k .6 VDOT STD. DI-3B (L=10') TP=4z1.o8 INV IN: 414.5o TO 48 INV IN: 416.00TO ROOF13 INV OUT: 413.00 TO 44B 5 50 STR:54 VDOT STD. MH TP=435.17 INV IN: 428.00 TO 54D INV IN: 428.o8 TO 54B INV OUT: 426.33 TO 52 _60- m m N w 0 0 p v mo � 000 ~ 00 0 N � m r 0, > t ?aaH -'00� : "zzl ut F _,0 1a--0 F O o v,o ut CL HZZZ p > oo n� 06 't SH v ItZ0 ° m a H a »> 3 00o V,�zzz .°+o m p 0't ° 0/��� V) Opo /0 CROSSING- J tD Me�i p O �D d LOT 8o WATER SERVICE M N O v) O O V, / 00 N d t� p pma aa0 F FI-N 0 ^ ? r--0 ^+ ,4 i Fa»> V,HZZZ 2. Lei ��O ° \ >�o N . m a a r H O . a o,.. ..� VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE 0 25 50 100 IN FEET ) 1 inch = 50 It 20 200 SCOTT/R. MLLINS'Z Lic. No. 035791,E P 1/6/21 00 J 450 < m m m Z O [ It o 10, 0 x .t °� No E Q < k F F OLn I-_ 00� U w ? < 0 0 o. o N 445 Z L o �C) Nm� O ° Q �ONa m a� ��i,Z° 'D M a a� v, mZ Z° H Ln r_ w C LnI-ZZ / VI HZZZ V/ m / c 440 W ` LOT 84 WATER SERVICE CROSSING i LOT 85 WATER SERVICE CROSSING c 435 LOT 83 WATER SERVICE CROSSING PROPOSED 'S z" WATERLINE 81 WATER SERVICE CROSSING CROSSING -LOT 82 WATER SERVICE CROSSING ° O ? Hz z° LOT 79 WATER SERVICE CROSSING > 00 a aH F a > > > X �ti �4" RCP H .. : F Z Z z LOT78 WATER SERVICE CROSSING 41.4g LF Qa im% Ia Z � O 2.8 . LOT Bz SANITARY LATERAL a » > 1.5 I Ln H Z Z Z 24" RCP LOT 77 WATER SERVICE CROSSING 1.1 52.04 LF Qa 1.75% /ri LOT 76 WATER SERVICE CROSSING LOT 81 SANITARY LATERAL LOT75WATER SERVICECROSSING 4 I III 1. LOTS 73 & 74 WATER SERVICE CROSSING PROPOSED 3' 4" WATERLINE 3.9 CROSSING lo�"Rgy6s5% 64�'F PROPOSED 8" SANITARY SEWER CROSSING SED 8" SANITARY CROSSING .7 24" RCP 85.53 LF dal 1.93% LOT 7y SANITARY ATERAL_ LOT 73SANITARY LATERAL LOT 72 SANITARY LATERAL I 24" RCP 1oo.81 LF Qa 1.14% LOT 8o SANITARY LATERAL 24" RCP 49.17 LF Qa 2.54% LOT 79SANITARY LATERAL LOT 78 SANITARY LATERAL 24" RCP 84.18 LF Qa 2.38% LOT 77 SANITARY LATERAL 24"RCP 29.64 LF @a 1.69% T76 SANI I ARYI LATERAL .OT7c SANITARY LATERAL STR-56 OUT PROFILE 430 5' 24" RCP \ 118.47 LF Qa 1.04% `LOT 85 SANITARY LATERAL 34SANITARY LATERAL 425 LATERAL 00 01 O, Ln 'n W °, ° N In 10 to V, ° O 0, W N O n N M O M OD N O O, � H N 'i �t M O W N O rl l!1 Ol M Ol Ol l0 H N M l0 Ol V, u, N N O, N N M 1p 00 ry1 O, Ol m O M 00 M 00 M 00 M M 0, m O 'i �t H d 0 ''I d N •i d l H d N d H N d d m .t M .t M .t M .t M d .t "t m .t d It .t d It .t �} 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 5+5o 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 1n i w O z S U F- > g w d i p 1 w Lu CD N N N Q t j p ^ r1i CD T 00 0 N N C v Z CD '-I 420Cy Cn ti (� z Cn Q N 415 J N 410 O Q w C0 N N 405 � IIIIIN J r� Ln J �--� uj J W 400 Lu O 0 I- T� 395 Q Lu U Lij U) (j) 390 Y U 0 O ul 385 w ZLLJJ J co 38o --. _ J w 0 J or-0 375 O O O N 370 u Lu J ti 0 w Lu � _ a u) 365 JOB NO. 182150 SCALE 111 = 501 SHEET NO. 21 PROPOSED GRADE (TYP.) 450 PROPOSE WITH IN EXISTIN NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. VERTICAL GRAPHIC SCALE 5 0 2.5 5 0 ( IN FEET ) 1 inch = 5 ft. 50 HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. iD J 450 m J m M M 0 0 0 00 0 0 co do 0 Ln F m 00, F Ln Ln coLn 0 0 ,.,, F Ln F N N M F ,mn m m 0 445 o m > Oo p Mmmmm 0 mLnM Ln > m M M F > rn p M M F O O Z) -tZ z0 q, tz ZO a0 to II ra>>> Ha>>> �FZ Ln FZZZ Ln FZZZ 440 PROPOSED PROPOSED GRADE (TYP.) 12" WATERLINE CROSSING 435 1.o' 450 D STR:7o VDO VDOT STD. ES-1 TP=444 58 RIPRAP OUTFALL INV OUT: 44 445 445 ✓. OUT=440.00 440 440 " RCP 45 T15 .866 LF Qa 0.55% 435 435 PROPOSED VDOT STD. w/ G EOTEXTI LE FILTER a GRADE (TYP.) (L=8', W1=3J5', W2=9.2. 430 430 N 0 ? m iD 00 M Lis" RCP 430 So.86 LF Qa 1.28% 15" RCP S57S LF Qa 0.56% 425 N N ID 0) S N N 0I 0 0 0 0+00 0+50 1+00 1+50 200 450 445 440 435 430 425 STR-8oB - STR-72 PROFILE T STD. DI-313 (L=12') 0.25 TO NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 455 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. N d m m m m� p °� Ci OO 0 0 n F Ln 0 L°n 0 � 't 0 a o > M 455 00 't 00 5 1a0 1a0 CL > J ..m V1 F z Z Ln F Z m kD CO - M M N Q n n� / \ ° 450 00 s O `° � 0 Ln o o m m / 45 _ N. nWO �F F Sdm J 1O 3 0 0 N Ln O�N0 O� > W 00 v0 00 n 7 Ln Fa O / rn� O1 m m Lin 0 QO nLm mMMH O �~ F a>>> O N oo n > aF n° a Z to F Z Z Z 445 o1 O,m� o �0 0 ^1 O � NItZZp -o 445 �aa� FID pm0 nMa?O 11>>> ��>> Ln mz z \ Ln F °D > cc, A't F w>> L j F Z Z Z Z Z PROPOSE[ t--0 F m zz F a>>> \ p mm om° ma� nF-- 1.3' z WATER _zzz_ 0M z_ F \ 0) FL: H a > / ROPOSED GRADE (TYP.) CROSSING 00 �mzO Ln FZZ 440 WF 440 Ln 15" RCP SS.98 LF @a 0.57% 435 PROPOSED GRADE (TYP.E 291.2SLF 1 g4% 435 11' 18' RCP / 131.63 LF C 0.87°%o 18" RCP 18" RCP / 4301777n2ZnZZaZZZ 1$" RCP 72.56 LF @ 1•0l% 59.07 LF Qa o.95% �4 RCP 131.32 LF @ 1.0o°h 3:6' 430 167.33 LF Qa 0.50A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 42O \ \ / XISTING GRADE (TYP.) 420 415 415 410 410 405 405 5'xS' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 I I _�,__A I00 In LD 00 LD IXI m •i �t N O N 00 H O It LD 0) S 00 v1 ^ n O1 'i 'i 'i ^ O ,y O W lD N l6 M Ol •i Q1 00 n t . Ln O 00 tD 0 ri 0 Ln O1 M It L%1 .t O n l6 O! O O M l6 Ci O Ci Ol C) l0 O M rl l6 L%1 ,y, O 'i 6 M ^ m ^ m 06 �t M It S M M M M m m M m N M ♦i 't ci It m S O S N I M 't 't V1 V1 1 V1 l/1 L/1 .t It S I d I 3 I I S I S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ V m w 0 O m n 00 m O 74 O O ,F EXISTING GRADE (TYP. mm N F mrn1 O o M M 425 w 0 425 445 0 a M � 445 o m CR 1Z z p STR:44 VDOT STD. DI-3C (L=8') 0 0 F d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~ n F z z z TP=440 So 4 7 3 > m INV IN:410.83T044D o s� INV OUT: 436.00 TO 8o a 0�0 INV IN: 41o.loTO44B a �z0 440 440 INV OUT: 4 TO 4z V, H z z 420 PROPOSED GRADE 435 CLASS II RIPRAP OUTFALL FABRIC UNDERLAYMENT D=i.S' MIN.) 0+00 0+50 STR-70 - OUT PROFILE 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,Mn .t O O a t 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE 410 410 1S" RCP 42-44 LF Qa 1.18% 405 405 O °p O O N N a � 0+00 0+50 STR-44D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 6+5o STR-78B - STR-56 PROFILE i5 4: 00 J 430 0 -0 430 F ✓DOT STD. MH (A kD TP=422.50 O Ln J: 416.67 TO 50 >N a : 415.33 TO 48B m NCO F f:41S-00TO46 a0 425 �a-> Ln F Z 420 420 PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 00 J m N 0 0 0, 435 w 0 435 n 00 STR:50 VDOT STD. MH 0 N TP=428.00 Oj Ln m a INV IN:4z1.o0T05oB 0 ar INV IN: 421.75TO52 °, ?0 INV OUT: 418.67TO 48 F a» 430 In FZZ 425 425 PROPOSED GRADE(T PROPOSED 1.o' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 m m O � S 0+00 O+So STR-5oB - STR-So PROFILE 107 N N 11 H d 11 J m m m kp 450 0 m 0 0 450 LINE o ^ ^F 0 V)i m m m L, 0 m O aam >Oa > 00 M MH 'D m� 445 r It? - 0 � 1It O 445 CL' 11 >>> F 0-> Fil FZzz V Fz 440 440 )SED GRADE (TYP.) PROPOSED z" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 H 0 00 C* Cq S It 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 Lis" RCP 430 So.86 LF Qa 1.28% 15" RCP S57S LF Qa 0.56% 425 N N ID 0) S N N 0I 0 0 0 0+00 0+50 1+00 1+50 200 450 445 440 435 430 425 STR-8oB - STR-72 PROFILE T STD. DI-313 (L=12') 0.25 TO NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 455 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. N d m m m m� p °� Ci OO 0 0 n F Ln 0 L°n 0 � 't 0 a o > M 455 00 't 00 5 1a0 1a0 CL > J ..m V1 F z Z Ln F Z m kD CO - M M N Q n n� / \ ° 450 00 s O `° � 0 Ln o o m m / 45 _ N. nWO �F F Sdm J 1O 3 0 0 N Ln O�N0 O� > W 00 v0 00 n 7 Ln Fa O / rn� O1 m m Lin 0 QO nLm mMMH O �~ F a>>> O N oo n > aF n° a Z to F Z Z Z 445 o1 O,m� o �0 0 ^1 O � NItZZp -o 445 �aa� FID pm0 nMa?O 11>>> ��>> Ln mz z \ Ln F °D > cc, A't F w>> L j F Z Z Z Z Z PROPOSE[ t--0 F m zz F a>>> \ p mm om° ma� nF-- 1.3' z WATER _zzz_ 0M z_ F \ 0) FL: H a > / ROPOSED GRADE (TYP.) CROSSING 00 �mzO Ln FZZ 440 WF 440 Ln 15" RCP SS.98 LF @a 0.57% 435 PROPOSED GRADE (TYP.E 291.2SLF 1 g4% 435 11' 18' RCP / 131.63 LF C 0.87°%o 18" RCP 18" RCP / 4301777n2ZnZZaZZZ 1$" RCP 72.56 LF @ 1•0l% 59.07 LF Qa o.95% �4 RCP 131.32 LF @ 1.0o°h 3:6' 430 167.33 LF Qa 0.50A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 42O \ \ / XISTING GRADE (TYP.) 420 415 415 410 410 405 405 5'xS' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 I I _�,__A I00 In LD 00 LD IXI m •i �t N O N 00 H O It LD 0) S 00 v1 ^ n O1 'i 'i 'i ^ O ,y O W lD N l6 M Ol •i Q1 00 n t . Ln O 00 tD 0 ri 0 Ln O1 M It L%1 .t O n l6 O! O O M l6 Ci O Ci Ol C) l0 O M rl l6 L%1 ,y, O 'i 6 M ^ m ^ m 06 �t M It S M M M M m m M m N M ♦i 't ci It m S O S N I M 't 't V1 V1 1 V1 l/1 L/1 .t It S I d I 3 I I S I S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ V m w 0 O m n 00 m O 74 O O ,F EXISTING GRADE (TYP. mm N F mrn1 O o M M 425 w 0 425 445 0 a M � 445 o m CR 1Z z p STR:44 VDOT STD. DI-3C (L=8') 0 0 F d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~ n F z z z TP=440 So 4 7 3 > m INV IN:410.83T044D o s� INV OUT: 436.00 TO 8o a 0�0 INV IN: 41o.loTO44B a �z0 440 440 INV OUT: 4 TO 4z V, H z z 420 PROPOSED GRADE 435 CLASS II RIPRAP OUTFALL FABRIC UNDERLAYMENT D=i.S' MIN.) 0+00 0+50 STR-70 - OUT PROFILE 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,Mn .t O O a t 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE 410 410 1S" RCP 42-44 LF Qa 1.18% 405 405 O °p O O N N a � 0+00 0+50 STR-44D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 6+5o STR-78B - STR-56 PROFILE i5 4: 00 J 430 0 -0 430 F ✓DOT STD. MH (A kD TP=422.50 O Ln J: 416.67 TO 50 >N a : 415.33 TO 48B m NCO F f:41S-00TO46 a0 425 �a-> Ln F Z 420 420 PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 00 J m N 0 0 0, 435 w 0 435 n 00 STR:50 VDOT STD. MH 0 N TP=428.00 Oj Ln m a INV IN:4z1.o0T05oB 0 ar INV IN: 421.75TO52 °, ?0 INV OUT: 418.67TO 48 F a» 430 In FZZ 425 425 PROPOSED GRADE(T PROPOSED 1.o' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 m m O � S 0+00 O+So STR-5oB - STR-So PROFILE 107 N N 11 H d 11 J m m m kp 450 0 m 0 0 450 LINE o ^ ^F 0 V)i m m m L, 0 m O aam >Oa > 00 M MH 'D m� 445 r It? - 0 � 1It O 445 CL' 11 >>> F 0-> Fil FZzz V Fz 440 440 )SED GRADE (TYP.) PROPOSED z" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 H 0 00 C* Cq S It 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 00 't 00 5 1a0 1a0 CL > J ..m V1 F z Z Ln F Z m kD CO - M M N Q n n� / \ ° 450 00 s O `° � 0 Ln o o m m / 45 _ N. nWO �F F Sdm J 1O 3 0 0 N Ln O�N0 O� > W 00 v0 00 n 7 Ln Fa O / rn� O1 m m Lin 0 QO nLm mMMH O �~ F a>>> O N oo n > aF n° a Z to F Z Z Z 445 o1 O,m� o �0 0 ^1 O � NItZZp -o 445 �aa� FID pm0 nMa?O 11>>> ��>> Ln mz z \ Ln F °D > cc, A't F w>> L j F Z Z Z Z Z PROPOSE[ t--0 F m zz F a>>> \ p mm om° ma� nF-- 1.3' z WATER _zzz_ 0M z_ F \ 0) FL: H a > / ROPOSED GRADE (TYP.) CROSSING 00 �mzO Ln FZZ 440 WF 440 Ln 15" RCP SS.98 LF @a 0.57% 435 PROPOSED GRADE (TYP.E 291.2SLF 1 g4% 435 11' 18' RCP / 131.63 LF C 0.87°%o 18" RCP 18" RCP / 4301777n2ZnZZaZZZ 1$" RCP 72.56 LF @ 1•0l% 59.07 LF Qa o.95% �4 RCP 131.32 LF @ 1.0o°h 3:6' 430 167.33 LF Qa 0.50A ✓ 409 24" RCP 425 39.66 LF Qa o.61°r6 / 425 42O \ \ / XISTING GRADE (TYP.) 420 415 415 410 410 405 405 5'xS' BOX CULVERT PROPOSED / WITH BLOCKS 9, io, & ii VSMP PLAN 400 / 400 I I _�,__A I00 In LD 00 LD IXI m •i �t N O N 00 H O It LD 0) S 00 v1 ^ n O1 'i 'i 'i ^ O ,y O W lD N l6 M Ol •i Q1 00 n t . Ln O 00 tD 0 ri 0 Ln O1 M It L%1 .t O n l6 O! O O M l6 Ci O Ci Ol C) l0 O M rl l6 L%1 ,y, O 'i 6 M ^ m ^ m 06 �t M It S M M M M m m M m N M ♦i 't ci It m S O S N I M 't 't V1 V1 1 V1 l/1 L/1 .t It S I d I 3 I I S I S S S S M d It .t I S .t 't .t 1 .t It It It .t It It It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ V m w 0 O m n 00 m O 74 O O ,F EXISTING GRADE (TYP. mm N F mrn1 O o M M 425 w 0 425 445 0 a M � 445 o m CR 1Z z p STR:44 VDOT STD. DI-3C (L=8') 0 0 F d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~ n F z z z TP=440 So 4 7 3 > m INV IN:410.83T044D o s� INV OUT: 436.00 TO 8o a 0�0 INV IN: 41o.loTO44B a �z0 440 440 INV OUT: 4 TO 4z V, H z z 420 PROPOSED GRADE 435 CLASS II RIPRAP OUTFALL FABRIC UNDERLAYMENT D=i.S' MIN.) 0+00 0+50 STR-70 - OUT PROFILE 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,Mn .t O O a t 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE 410 410 1S" RCP 42-44 LF Qa 1.18% 405 405 O °p O O N N a � 0+00 0+50 STR-44D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 6+5o STR-78B - STR-56 PROFILE i5 4: 00 J 430 0 -0 430 F ✓DOT STD. MH (A kD TP=422.50 O Ln J: 416.67 TO 50 >N a : 415.33 TO 48B m NCO F f:41S-00TO46 a0 425 �a-> Ln F Z 420 420 PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 00 J m N 0 0 0, 435 w 0 435 n 00 STR:50 VDOT STD. MH 0 N TP=428.00 Oj Ln m a INV IN:4z1.o0T05oB 0 ar INV IN: 421.75TO52 °, ?0 INV OUT: 418.67TO 48 F a» 430 In FZZ 425 425 PROPOSED GRADE(T PROPOSED 1.o' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 m m O � S 0+00 O+So STR-5oB - STR-So PROFILE 107 N N 11 H d 11 J m m m kp 450 0 m 0 0 450 LINE o ^ ^F 0 V)i m m m L, 0 m O aam >Oa > 00 M MH 'D m� 445 r It? - 0 � 1It O 445 CL' 11 >>> F 0-> Fil FZzz V Fz 440 440 )SED GRADE (TYP.) PROPOSED z" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 H 0 00 C* Cq S It 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+ V m w 0 O m n 00 m O 74 O O ,F EXISTING GRADE (TYP. mm N F mrn1 O o M M 425 w 0 425 445 0 a M � 445 o m CR 1Z z p STR:44 VDOT STD. DI-3C (L=8') 0 0 F d > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~ n F z z z TP=440 So 4 7 3 > m INV IN:410.83T044D o s� INV OUT: 436.00 TO 8o a 0�0 INV IN: 41o.loTO44B a �z0 440 440 INV OUT: 4 TO 4z V, H z z 420 PROPOSED GRADE 435 CLASS II RIPRAP OUTFALL FABRIC UNDERLAYMENT D=i.S' MIN.) 0+00 0+50 STR-70 - OUT PROFILE 430 425 435 15" RCP 42.04 LF Qa 1.59% 430 N ,Mn .t O O a t 0+00 0+50 425 STR-8oD - STR-8o PROFILE 415 415 PROPOSED GRADE 410 410 1S" RCP 42-44 LF Qa 1.18% 405 405 O °p O O N N a � 0+00 0+50 STR-44D - STR-44 PROFILE STR:48 INV 1 INV IN INV OU 4+00 4+50 5+00 5+50 6+oo 6+5o STR-78B - STR-56 PROFILE i5 4: 00 J 430 0 -0 430 F ✓DOT STD. MH (A kD TP=422.50 O Ln J: 416.67 TO 50 >N a : 415.33 TO 48B m NCO F f:41S-00TO46 a0 425 �a-> Ln F Z 420 420 PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 00 J m N 0 0 0, 435 w 0 435 n 00 STR:50 VDOT STD. MH 0 N TP=428.00 Oj Ln m a INV IN:4z1.o0T05oB 0 ar INV IN: 421.75TO52 °, ?0 INV OUT: 418.67TO 48 F a» 430 In FZZ 425 425 PROPOSED GRADE(T PROPOSED 1.o' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 m m O � S 0+00 O+So STR-5oB - STR-So PROFILE 107 N N 11 H d 11 J m m m kp 450 0 m 0 0 450 LINE o ^ ^F 0 V)i m m m L, 0 m O aam >Oa > 00 M MH 'D m� 445 r It? - 0 � 1It O 445 CL' 11 >>> F 0-> Fil FZzz V Fz 440 440 )SED GRADE (TYP.) PROPOSED z" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 H 0 00 C* Cq S It 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 420 420 PROPOSED 6" 1 z' WATERLINE CROSSING 415 415 15" RCP 41.74 LF @a o.82% 410 410 0+00 0+50 STR-486 - STR-48 PROFILE 7+00 7+50 8+oo 8+50 9+00 9+50 EXISTING GRADE (TYP. 440 440 00 J m N 0 0 0, 435 w 0 435 n 00 STR:50 VDOT STD. MH 0 N TP=428.00 Oj Ln m a INV IN:4z1.o0T05oB 0 ar INV IN: 421.75TO52 °, ?0 INV OUT: 418.67TO 48 F a» 430 In FZZ 425 425 PROPOSED GRADE(T PROPOSED 1.o' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 m m O � S 0+00 O+So STR-5oB - STR-So PROFILE 107 N N 11 H d 11 J m m m kp 450 0 m 0 0 450 LINE o ^ ^F 0 V)i m m m L, 0 m O aam >Oa > 00 M MH 'D m� 445 r It? - 0 � 1It O 445 CL' 11 >>> F 0-> Fil FZzz V Fz 440 440 )SED GRADE (TYP.) PROPOSED z" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 H 0 00 C* Cq S It 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 425 425 PROPOSED GRADE(T PROPOSED 1.o' 8" WATERLINE CROSSING 420 420 z.6 15" RCP 41.z1LF@a 1.21% LOT 795ANITARY LATE 415 43.5 m m O � S 0+00 O+So STR-5oB - STR-So PROFILE 107 N N 11 H d 11 J m m m kp 450 0 m 0 0 450 LINE o ^ ^F 0 V)i m m m L, 0 m O aam >Oa > 00 M MH 'D m� 445 r It? - 0 � 1It O 445 CL' 11 >>> F 0-> Fil FZzz V Fz 440 440 )SED GRADE (TYP.) PROPOSED z" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 H 0 00 C* Cq S It 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 m m O � S 0+00 O+So STR-5oB - STR-So PROFILE 107 N N 11 H d 11 J m m m kp 450 0 m 0 0 450 LINE o ^ ^F 0 V)i m m m L, 0 m O aam >Oa > 00 M MH 'D m� 445 r It? - 0 � 1It O 445 CL' 11 >>> F 0-> Fil FZzz V Fz 440 440 )SED GRADE (TYP.) PROPOSED z" WATERLINE CROSSING 435 435 STING GRADE (TYP. 15" RCP 69.95 LF Qa o.81% 430 430 H 0 00 C* Cq S It 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 0+00 0+50 1+00 STR-766 - STR-76 PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 0357911E P 1/6/21 atv�/ Z o J r r ° d F ZEn C13 uj o L OZJL 0 a � F w Z L > t t L �W/ U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 U) F ( w L f � c o0 F i V) U 0 L w - d ; W i w i � c NCD 0 N N NLu CD CD CD Q " j 1`1v co rn LD '-I L r` (� z Q N ® J 00 0. N C:) Q w 0')o N N 1 Lu T- 1 ur) J T� L u J J w °� o 0 o � Lm Q ,w U `W W Y U � O O ul z LLLJ u J J H-4 J w � O J < o OC: m C:) N U w J ti t F w w � _ d (n JOB NO. 182150 SCALE 1LL _ 5°L SHEET NO. 22 \ \ ` ✓ PROPOSED, < GREEN (TYP. \ \ \ v A91 0 IIII1111� I ; v �-1-I �I�v \Cv� v vA�lvA Lor I I or I � 1 q Lor III leH-j, � I \\ � � \\\\y, � ', I �I`,`\` \•\, \<1.1 i �°� \ DRAINAG DIVIDE(TYP. L I < LOT _ YD-415YD 1 r I I I Lor Lor °or Lor LOT Lor i L� I LOT Lor Lor Lor I � ` a ROOFS 18 - 2p i6 L � RRRI a I. © I � -- EM PIPE INFORMATION 15 1 205.54 1 0.52% 1 439.68 1438.521 RCP 4 3 24 114.67 1.01% 436.00 434.85 RCP 2 ` 1 24 62.87 1.19% 434.75 434.00 RCP \k\ l / ; 16B 6,- 16A 15 27.66 1.16% 458.50 458.18 RCP Y�` 16 D tk 15 15 67.59 1.06% 458.08 457.33 RCP INLET INFORMATION INLETTYPE I Curb SLOT MH I CGE I - 1 454.83 MH I CGE I - 1 443.00 DI3B I CGE 1 6 1 461.92 1 25 15 51.10 0.78% 450.60 450A0 RCP 24 DI3C CGE 8 456.00 23 1 15 1 85.52 1 0.56% 1 450.00 1 449.52 1 RCP a / // I \ \ \` \ < �_.. - w �- ` ✓ ` i <` 21 18 89.05 0.55% 449.42 448.93 RCP ' � zo I T I ( 1 I -, 24 130.40 0.56% 448.83 448.10 RCP PROPOSED GREENWAY (TYP.) �c`/'l ` ! 18 �k 17 24 66.81 0.60% 448.00 447.60 RCP 11 J \\\ I F < PROPOSED CULVERT-r f y 5 c \ </ / / 11 20B SEE SHEETS 3o-31 FOR / y -j / \ or or of /r f 20A 15 33.90 1.24% 452.17 451.75 RCP DESIGN INFORMATION / " 70 .r / °� /34 /' k/ �° �. `%''� y EXISTING STRiAM DGREENWAY(TYPj` 4. .. -_- -_ �,/ / _ _ / .,',III . / 8oD - YD SA �`� I I �oT I I tl /✓ PRO OSE`� - . , ' -r- 30A is 28.15 0s3% 440s8 440.43 RCP 30 r. SB ` ► / w �' or' y� EXISTING WETLANDS (TYP.) oT 15 156.27 0.52% 440.33 439.52 RCP 76B _ ♦ / / -� � e kJl / / / / / 1� 27 1 15 1 181.70 0.51% 439.42 438.50 RCP I ..;:Y _�_. .. ; ,, _.. --- _ __+.� -- �� �_� 4 ,� '►►a � i 74 4p4 , �� , _ '- f / /</{ /!//. �' � k/ 28e 2 A 1 27.72 1.1 ° 448A0 447.67 RCP DIVIDE (TYP.) 8 5 sk Lx f 7 4oz 66 30 // tt ���' � ' �♦\ _ / I I \/\�� � /J11/ , ))) l 1\ \# \ \` ��-.<L4oryr � a C3oBR- OO�F8 � �L/o�r�Loor r /�/// // < /%<y/p////��// ./" // 5s4aA6 24 a 141.49 7 11..0oa1%k 428.50 a 428.08 o RCP ....... . LOR T1 1 54 P E/ 5/ < / / / 53 24 52.04 1.75% 426.33 425.42 RCP 52 \ • ,� / \ 6 r / // //("/ / / rJ / / 51 24 49.17 2.54% 423.00 421.75 RCP 50 RAINAGE DIVIDE (TYP.) 5/�/</ ✓C 8 BL 49 24 84.18 2.38% 418.67 416.67 RCP 48 47 24 1 29.64 1.69% 1 415.00 1414.50 RCP 'PROPERTY /BOUNDARY (TYP.) / 46 R4s 45 24 85.53 1.93% 413.00 411.35 RCP IeT / `�'/ii�i✓✓i/��� < / A V A V A v 44B 44A 24 100.81 1.14% 411.25 410.10 RCP / /� / V / Lor /tr - %// /dy /./` / ✓.� % \ A'' V A\A �L 44 / \ / - � � /X/„/� y ///.r/� � �✓< � 43 24 144.64 4.15% 410.00 404.00 RCP 1 ? /EXISTING STREAM r e i,%� I� < ; .% : t`: /! = =� aog za 24.43 2.81% 396.00 392.50 RCP )<`� /�� ! f r/ /ram i / j' / -r`- .sr ,! / / _ _ / �or ✓6 li,i /i /°i _ / f / i ; j \ \ - _ - 40A za os.os 3.81% 390.00 36s.00 RCP 40 / / / / 1i< y✓ yL ,/ / s' / i XISTING STREAM' - �%' • \ 39 24 170.13 3.62% 379.75 373.60 RCP 38 i 37 24 163.39 3.37% 373.50 368.00 RCP _--J- - 440 15 42.44 1.18% 411.33 410.83 RCP ���'-_--I--- lll / ��_-- _ \ \\ \\\�//�// / /j/l J// k,f `� /,/�� (l ', \ /✓/ /j �\ 4/;✓�, ///% // l / / / /-�\ �� � -1-- 486 // / <I < ,)�/./ /< YD-7D LOT \ / / f°T /��/ / </<//%✓ /".< `i < ///// / / // /� / , / / '-��/i '--t-- 48A 15 41.24 0.82% 415.67 415.33 RCP ,�r � i /« a OT 46 .486 e4 / /i/✓j/// l �` / p / l �or / k 50A 15 41.21 1.21% 421.50 421.00 RCP / /<, / / / l / l / / YARD DRAINAGE DESCRIPTIONS „� , PROPOSED GREENWAY (TYP )/° PIPE INFORMATION INLET INFORMATION IIII \ I II \rI \\ \ -/ J /// / �l/l // / /l // //I II \-�\\\�\2\ \\\\ \\\ \\ ----- ' --- - - � // / // / /// / // ////// /// /// / //// //% /// //////// /// / /// /l/ ` •` , `k�'i <\<< `I I <` ,/`t /A ///`l � / /{,///./ I •l//<l<YD-17CI .; LORT� OOFls ✓ / \44 D�'� �/✓�, 7// �/////��iy ///<%r/`�, %Y`✓j/ •vj,//'<'.%//Y�//�j;//i�/✓`✓ / /J/✓<� �<� //e / </ �,`, r'�✓ •k1 / </�/t`%Yl�/�` �( <. <�k< /�`/</f</// i�y //// ' /�- -` / Y�/j/ �//� // / .// / / ///l// /l / // / /// / // / // // / / // // / / // \/ ) ( STIR. NO. DIA. LENGTHINVERT INVERT RIM 54D (R,) SLOPE(h) MATERIAL INLET TYPE y1C LOT 15 41.56 1.20% 428.50 428.00 RCP/,///vDaA 5"vard Inlet ass.00(in.) IN OUT ELEVATION 44B /l12 126.83 c 452.00 439.00 HDPE / YD-1 15"vard Inlet 443.00 12 11.00 c 439.00 438.50 Hsa 67 a 45.54 2.70% 438.0o 436.77 RCP I , / <� < rll I� \ 4 / `/`/ / /% /, f < // /Y / / / / / / / / 65 15 52.04 0.61 % 436.67 436.35 RCP < YD3C 12" Yard Inlet 465.33 64 Y �` I / / I Lo* \/, / & J ✓ / / / / I 12 52.10 c 482.33 461.75 HDPE 63 15 63.77 1.96°/ 436.25 435.00 RCP / ///j / / I Y / / I ` f I %• r//j< /�;) <' '��// �/ PROPERTY BOUNDARY (TYP.) / / \ \ I\ \ I I �\ / /// I ` < ` ✓ ,/ </ % I ,) < `/ < I YD B ,/</ /✓ /•/ Z i...<�` -�< / / z� / / / / ' / / / \ / / YD3B 12" Yard Inlet 465.33 - 1 \ - ^� / / < <rf % / /< 1,1, `l l ~ / //// i / , <� ( �-E / / / / / / / / 12 45.92 c 461.75 461.25 HDPE 61 15 23.15 2.16% 432.50 432.00 RCP \\ (/��/ / ` i / /�� ���xISTING WETLANDS (TYP.) / / / - YD3A 12" Yard Inlet 485.00 12 84.50 c 461.25 460.00 HDPE v13 12" Cleanout 464.67 62B \\\\ \\\\\\\\�\ \\ \ \ \\ \\\�\ \(\ \`\ \ ) \\/ II I\I II \II \ \\\ �\ I�1\(r�- =\--\\'\-rt1I - /�//,//i, ////_</, //�- , <,�I`/i<</�' / �( < /</° t `/ `/`<I< /,�`r `<kl` g I/ �\ �\ �// �i/ ' /%yam/%,(y % ///< % /✓i/ y /i�/% //�//�`:k! `f` /`it`/ ,/</ ✓/,/`>�`/< < ` ,�/`/„� /`t ' /�// l //,/ J /�/ l //// // / / l // /I / l // I /I II / II I l / II 1 / II l I \ �\\ I I \\ \l �4I\ \ 12 1675 c 460.00 459.75 HDPE 62A 15 27.86 1.44% 433.00 432.60 RCP DRAISTR-4o, STR-4oB, ANDSTR-4z HAVE BEENr 00 /�NAGEDVIDE (TYP.) ED FOR FUTURE PARK DRAINAGE AREAS 70\\\\\\ I 12 69.0 c 45.00 45.00 69 151 45.86 0.55/ HDPE 440.25 440.00 RCP \\\ I \III I I \\/ J`/f< \ 1 / i /�\ ✓/i�/ /C//�/ ;//,/ �, <i./` f i /// // // / / I I I _•\�YD4C 12" Yard Inlet 459.001 4o12 56.30 c 455.00 453.00 HDPE l \ / I YD4B 12" Yard Inlet 456.00 78BI . • . / / / / \ 12 51.10 G 453.00 452.42 HDPE 78A 15 55.98 0.57% 441.50 441.18 RCP t✓� jt / / / / < L %i[ YD408 A 12" Yard Inlet 456.67 78 / / I / / / \�/ 1 _ \\ \ \ J 12 79.c 452.42 451.50 HDPE 77 15 291.25 1.94% 441.08 435.43 RCP �I` 1 1 - �`y✓` / y / / /• �� ` �` YD4 12" Yard Inlet 457.67 76 12 22.55 c 451.50 451.25 HDPE 75 18 131.63 0.87% 435.33 434.18 RCP 74 _/\ 73 18 59.07 0.95% 434.08 433.52 RCP ,A YDEB 15"Yard Inlet 449.00 72 J ( 12 01.30 c 444.76 443.76 HDPE 71 18 72.56 02% 433.42 432.68 RCP /`("/�/` , , 7/` \ ` /// \ \ \ (3i�f�P�i�L SC�1�F r \ `- 1 I / / /<` <` ., 1` 1 ,, \ / .� ✓ l . `\ I YD5A 15" Yard Inlet 446.67 60 I 12 106.20 c 443.75 440.33 HDPE 59 18 131.32 1.00% 432.58 431.27 RCP EXISTING STREA // �� < / • // / / v1& ao eo _ YD5 16" Yard Inlet 445.00 58B 15 94.42 c 440.33 440.00 HDPE 58A 24 39.66 0.61% 431.17 430.93 RCP 58 / .i/ ( 1N FEET) _- / �/ \ � -' 57 24 167.33 0.54% 430.83 429.93 RCP �, , <` e / / / U - YD-7F 12" Yard Inlet 417.00 I, < ,I \ I �;(, i , /< ,�, . / // / / / / 1 inch 89' ft. 12 68.85 c 414.00 410.33 HDPE �` •` I I/ A i ROPOSED GREENWAY (TYP.) s,- , , < t`,�,/„/./t` < k „` `/ f I / i _ _ - - YD-7E 12" Cleanout 413.33 788 //// \ \ I \ �� I I / / I I L I < ,` \` <` I` 1 II i• i , <_�`<J� /„� _ 12 37.00 c 410.33 408.83 HDPE 76A 15 69.95 0.81% 436.00 435.43 RCP G ioo-YEAR FLOODPLAIN (TYP. j/ / /� / - - - YD-7D 12" Cleanout 411.83 \ I I XISTIN .� ,/ / / 1 J j }/ - - \ ` ` ( / - - 12 110.55 c 408.83 404.00 HDPE < < k `` ,<.� < /, < t . k //, . / ` // / / / I I \ - - - - - YD-7C 12" Cleanout 407.00 80B << k < k V k \ / k/k /✓� k (•/ k/, / / / / / / / / / ' - 12 111.58 c 404.00 402.83 HDPE 80A 15 50.86 1.28% 434.58 433.93 RCP / ` ` ` / / / �� - YDae 2' Cleanout 407.00 Bo I , � /, O < < / / / / / � / - - 12 59.00 c 402.83 402.17 HDPE 79 15 56.75 0.58% 433.83 433.62 1 RCP YD-7A 12" Cleanout 407.00 k y I< k` HDPE -- - ----- -/ 12 79.10 0 402.17 400.00 YD-7 12" Cleanout 404.00 80D 12 36.33 c 400.00 395.001 HDPE 80A 15 42.04 1.59% 436.00 1435.33 RCP Dl3B I CGE 1 8 1 458.75 D13B CGE 6 463.75 DI3B I CG5 1 8 1 454.83 MH I CGE I - 1 435.17 Dl3B I CGE 1 8 1 431.42 MH I CG5 I - 1 410.00 MH I CGE I - 1 405.00 Dl3B I CGE 1 8 1 422.42 1 Dl3B CGE 8 441.50 Dl3C I CGE 1 6 1 439.92 D13B CGE 12 448.83 Dl3C I CG5 6 439.08 DISC CGE 12 439.08 Dl3C I CGE 1 6 1 440.33 Structure Area (Acres) Cw tc (Min.) 4 0.28 0.75 6.0 8 0.35 0.70 6.0 10 0.41 0.65 6.0 12 0.10 0.75 5.0 12B 0.11 0.75 5.0 16 0.16 0.55 6.0 16B 0.21 0.75 6.0 18 0.13 0.75 5.0 20 0.14 0.70 6.0 20B 0.16 0.70 5.0 22 0.11 0.75 5.0 24 0.35 0.75 5.0 26 0.11 0.70 5.0 28 0.07 0.75 5.0 28B 0.20 0.75 6.0 30 0.10 0.75 6.0 30B 0.25 0.70 6.0 40 0.30 0.65 6.0 40B 0.17 0.70 6.0 42 0.04 0.90 5.0 44 0.32 0.80 6.0 44B 0.09 0.75 6.0 44D 0.13 0.75 6.0 46 0.18 0.75 5.0 48B 0.11 0.75 6.0 50B 0.11 0.75 6.0 52 0.10 0.75 5.0 52B 0.11 0.70 5.0 54B 0.10 0.75 6.0 54D 0.09 0.75 6.0 58 0.46 0.70 6.0 58B 0.19 0.75 6.0 62 0.15 0.60 6.0 62B 0.21 0.75 6.0 64 0.10 0.80 5.0 66 0.27 0.75 6.0 68 0.16 0.75 5.0 70 0.31 0.75 6.0 72 0.13 0.75 5.0 74 0.12 0.75 6.0 76 0.64 0.50 7.0 76B 0.38 0.65 7.0 78 0.70 0.50 7.0 78B 0.36 0.65 6.0 80 0.10 0.75 5.0 80B 0.12 0.75 6.0 80D 0.15 0.70 6.0 YD-1 0.22 0.40 7.0 YD-1A 0.24 0.65 6.0 YD-3A 0.06 0.50 6.0 YD-3B 0.07 0.45 6.0 YD-3C 0.11 0.45 6.0 YD-4B 0.12 0.50 6.0 YD-4C 0.14 0.50 6.0 YD-4D 0.14 0.50 6.0 YD-5 0.28 0.50 5.0 YD-5A 0.15 0.60 5.0 YD-5B 0.27 0.50 5.0 YD-7A 0.05 0.90 5.0 YD-7C 0.07 0.90 5.0 YD-7D 0.05 0.60 6.0 YD-7E 0.07 0.60 6.0 YD-7F 0.11 0.60 6.0 ROOF 1 0.13 0.90 5.0 ROOF2 0.18 0.90 5.0 ROOFS 0.09 0.90 5.0 ROOF4 0.09 0.90 5.0 ROOF5 0.09 0.90 5.0 ROOF6 0.15 0.90 5.0 ROOF? 0.11 0.90 5.0 ROOF8 0.10 0.90 5.0 ROOF9 0.11 0.90 5.0 R00F10 0.22 0.90 5.0 R00F11 0.11 0.90 5.0 ROOF12 0.11 0.90 5.0 ROOF13 0.11 0.90 5.0 ROOF14 0.11 0.90 5.0 ROOF15 1 0.17 1 0.90 1 5.0 Lic. No. 035791 t� 1/6/21 ¢�'41 Zw Z O F p Z o J Q c =1 1n L J L O Z w ` Vl [ L UW/ li 0 0 0 0 N N N Li LV Q (N N N M o N00 N to 0 ® � M CV) z N Q M J N O GL N 0 N W i LU J T 1 > `J^ 0.6 rh LU 0 d J W _ � z U Q Y i 0 LU U 0 UlU J zW W J J � I- LU 0 0 fin V �M O W 0 O N U w J ti F w w JOB NON 182150 SCALE 1 11=80' SHEET NO. 23 I I TH OFF O SCOTT R. LLINSZ U Lic. No. 035791 °0 1/6/21 w4 `rSIONAL IV, w w Z 7 Z wo 00 N Z J O U 0 c N Z Z c w w o x U UU ' V w i 0 U v w Z O ZU) W Co O < O O r r U U Q U 7 O O lu C w ce w 0 H Q a Q d 3 Z w ca LU m W un > Y J a > J a > Y o u W W W d d c 0 W Ln En Lu � o gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not hake a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 0 c a a c 4 0 0 0 0 W O O O N O Q M ti N 00 + C 00 o o for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr w � 0 U E 0 J a > r ti M ® M v N ° M 3 ^J^ I..L 0 a 01G` 1 a N o N 0 _ / v Q J W o c zo ` O L wa longitudinal 0.001 be in gutter slope of should used a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth 'i O o for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities l ■ Q D U 0 NOTE: Inlet size for structures determined by overand flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas -j LL 3 .c _ � \\ IV U >I v U w u 0 ' a v z a w U < o c H cl/ LL o J U) c o U z t for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr w 1 J z J Z z I� w Z Z y J J O LU 0 T I L < 0 U O D I•�� V > O O Q co U x N s W � U J ti N N W W E W 3 CL u) O o_ V) � JOB NO. 182150 0 SCALE o N/A 0 SHEET NO. a 24 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 O o � n j t° � + O 1O y N 2C r° � t N 3 u W U N C w O c `w 3 a rn o > .� w a ° o o in a 3 /A y V! m � � o o 1 % .3 y 3 � O � � 1° J O 1° � o, x o. w r� Q y o E U Z. c pO � � x h a U C7 (i C7 ui in in � J ui i7 d ci0, � 8 36 14.0 0.35 0.70 0.245 0.98 0.00 0.98 0.0718 0.0200 2.0 0.0833 4.1650 4.57 0.94 3.5192 0.1466 0.1578 10.33 1.36 1.00 0.98 0.00 10 36 12.0 0.41 0.65 0.267 1.07 0.00 1.07 0.0330 0.0200 2.0 0.0833 4.1650 5.46 0.86 3.5192 0.1466 0.1461 8.88 1.35 1.00 1.07 0.00 12 3B 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0200 0.0200 2.0 0.0833 4.1650 3.73 0.96 3.5192 0.1466 0.1608 4.23 1.42 1.00 0.30 0.00 12B 3B 6.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0200 0.0200 2.0 0.0833 4.1650 3.86 0.96 3.5192 0.1466 0.1608 4.41 1.36 1.00 0.33 0.00 16 3B 6.0 0.16 0.55 0.088 0.35 0.00 0.35 0.0100 0.0200 2.0 0.0833 4.1650 4.51 0.91 3.5192 0.1466 0.1534 3.78 1.59 1.00 0.35 0.00 i6B 3B 8.0 0.21 0.75 0.158 0.63 0.00 0.63 0.0100 0.0200 2.0 0.0833 4.1650 5.61 0.85 3.5192 0.1466 0.1446 5.00 1.60 1.00 0.63 0.00 18 3B 6.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0100 0.0200 2.0 0.0833 4.1650 4.68 0.90 3.5192 0.1466 0.1520 3.97 1.51 1.00 0.39 0.00 20 3B 8.0 0.14 0.70 0.098 0.39 0.00 0.39 0.0344 0.0200 2.0 0.0833 4.1650 3.72 0.94 3.5192 0.1466 0.1578 5.64 1.42 1.00 0.39 0.00 20B 3B 8.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0344 0.0200 2.0 0.0833 4.1650 3.91 0.96 3.5192 0.1466 0.1608 5.90 1.36 1.00 0.45 0.00 22 3B 6.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0200 0.0200 2.0 0.0833 4.1650 3.86 0.96 3.5192 0.1466 0.1608 4.41 1.36 1.00 0.33 0.00 26 3B 6.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0150 0.0200 2.0 0.0833 4.1650 3.97 0.95 3.5192 0.1468 0.1593 3.95 1.52 1.00 0.31 0.00 28 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.0823 0.0200 2.0 0.0833 4.1850 2.50 0.99 3.5192 0.1468 0.1652 5.48 1.46 1.00 0.21 0.00 28B 3B 12.0 0.20 0.75 0.150 0.60 0.00 0.60 0.0823 0.0200 2.0 0.0833 4.1650 3.71 0.96 3.5192 0.1466 0.1608 8.66 1.39 1.00 0.60 0.00 30 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0353 0.0200 2.0 0.0833 4.1650 3.35 0.98 3.5192 0.1466 0.1837 4.97 1.61 1.00 0.30 0.00 30B 3B 10.0 0.25 0.70 0.175 0.70 0.00 0.70 0.0353 0.0200 2.0 0.0833 4.1650 4.61 0.90 3.5192 0.1466 0.1520 7.41 1.35 1.00 0.70 0.00 44B 3B 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0150 0.0200 2.0 0.0833 4.1650 3.78 0.96 3.5192 0.1466 0.1808 3.72 1.61 1.00 0.27 0.00 44D 3B 6.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0150 0.0200 2.0 0.0833 4.1650 4.34 0.93 3.5192 0.1466 0.1584 4.41 1.36 1.00 0.39 0.00 46 3B 10.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0356 0.0200 2.0 0.0833 4.1650 4.17 0.93 3.5192 0.1466 0.1564 6.55 1.53 1.00 0.54 0.00 48B 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0476 0.0200 2.0 0.0833 4.1650 3.28 0.98 3.5192 0.1466 0.1637 5.66 1.41 1.00 0.33 0.00 50B 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0722 0.0200 2.0 0.0833 4.1650 3.04 0.99 3.5192 0.1466 0.1652 6.37 1.26 1.00 0.33 0.00 52 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0722 0.0200 2.0 0.0833 4.1650 2.93 0.99 3.5192 0.1466 0.1652 6.12 1.31 1.00 0.30 0.00 54B 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0469 0.0200 2.0 0.0833 4.1650 3.18 0.99 3.5192 0.1466 0.1652 5.38 1.49 1.00 0.30 0.00 54D 3B 8.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0722 0.0200 2.0 0.0833 4.1650 2.82 0.99 3.5192 0.1466 0.1652 5.86 1.37 1.00 0.27 0.00 62B 3B 8.0 0.21 0.75 0.158 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.1650 4.92 0.88 3.5192 0.1466 0.1490 6.05 1.32 1.00 0.63 0.00 64 36 8.0 0.10 0.80 0.080 0.32 0.00 0.32 0.0355 0.0200 2.0 0.0833 4.1650 3.43 0.98 3.5192 0.1466 0.1637 5.11 1.56 1.00 0.32 0.00 66 36 10.0 0.27 0.75 0.203 0.81 0.00 0.81 0.0200 0.0200 2.0 0.0833 4.1650 5.41 0.86 3.5192 0.1466 0.1461 6.81 1.47 1.00 0.81 0.00 70 36 12.0 0.31 0.75 0.233 0.93 0.00 0.93 0.0386 0.0200 2.0 0.0833 4.1650 5.04 0.88 3.5192 0.1466 0.1490 8.68 1.38 1.00 0.93 0.00 74 3B 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0100 0.0200 2.0 0.0833 4.1650 4.55 0.91 3.5192 0.1466 0.1534 3.82 1.57 1.00 0.36 0.00 76 3B 12.0 0.64 0.50 0.320 1.28 0.00 1.28 0.0238 0.0200 2.0 0.0833 4.1650 6.22 0.80 3.5192 0.1466 0.1373 9.02 1.33 1.00 1.28 0.00 76B 3B 12.0 0.38 0.65 0.247 0.99 0.00 0.99 0.0238 0.0200 2.0 0.0833 4.1650 5.64 0.84 3.5192 0.1466 0.1432 7.89 1.52 1.00 0.99 0.00 78 3B 12.0 0.70 0.50 0.350 1.40 0.00 1.40 0.0110 0.0200 2.0 0.0833 4.1650 7.43 0.72 3.5192 0.1466 0.1256 7.84 1.53 1.00 1.40 0.00 78B 3B 10.0 0.36 0.65 0.234 0.94 0.00 0.94 0.0110 0.0200 2.0 0.0833 4.1650 6.39 0.78 3.5192 0.1466 0.1344 6.36 1.57 1.00 0.94 0.00 SOB 3B 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0092 0.0200 2.0 0.0833 4.1650 4.62 0.90 3.5192 0.1466 0.1520 3.75 1.60 1.00 0.36 0.00 SOD 3B 6.0 0.15 0.70 0.105 0.42 0.00 0.42 0.0079 0.0200 2.0 0.0833 4.1650 5.03 0.88 3.5192 0.1466 0.1490 3.86 1.55 1.00 0.42 0.00 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 3 � a yo O O � m O � c � p OI � o o iv v v o o � o c N > O x � oo c o c o � U A 3 � .� d 3 � c � �^ � n: � g `m d c + °' o x � c O s O m c° u rn m rn N3 m a U O 3O1 � O > .� d ti Ci (3 rri rn w° m in ui fJ � � 8 3B 14.0 0.35 0.70 0.245 1.59 0.00 1.59 0.0718 0.0200 2.0 0.0833 4.1650 5.49 0.86 3.5192 0.1466 0.1461 13.27 1.06 1.00 1.59 0.00 10 3B 12.0 0.41 0.65 0.267 1.73 0.00 1.73 0.0330 0.0200 2.0 0.0833 4.1650 6.55 0.78 3.5192 0.1466 0.1344 11.44 1.05 1.00 1.73 0.00 12 3B 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0200 0.0200 2.0 0.0833 4.1650 4.47 0.92 3.5192 0.1466 0.1549 5.31 1.13 1.00 0.49 0.00 12B 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 16 3B 6.0 0.16 0.55 0.088 0.57 0.00 0.57 0.0100 0.0200 2.0 0.0833 4.1650 5.41 0.86 3.5192 0.1466 0.1461 4.78 1.26 1.00 0.57 0.00 16B 3B 8.0 0.21 0.75 0.158 1.02 0.00 1.02 0.0100 0.0200 2.0 0.0833 4.1650 6.73 0.77 3.5192 0.1466 0.1329 6.46 1.24 1.00 1.02 0.00 18 36 6.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0100 0.0200 2.0 0.0833 4.1650 5.62 0.85 3.5192 0.1466 0.1446 5.02 1.20 1.00 0.63 0.00 20 3B 8.0 0.14 0.70 0.098 0.64 0.00 0.64 0.0344 0.0200 2.0 0.0833 4.1650 4.47 0.92 3.5192 0.1466 0.1549 6.99 1.14 1.00 0.64 0.00 20B 3B 8.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0344 0.0200 2.0 0.0833 4.1650 4.70 0.90 3.5192 0.1466 0.1520 7.48 1.07 1.00 0.73 0.00 22 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 26 3B 6.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0150 0.0200 2.0 0.0833 4.1650 4.77 0.90 3.5192 0.1466 0.1520 4.98 1.20 1.00 0.50 0.00 28 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.0823 0.0200 2.0 0.0833 4.1650 3.00 0.99 3.5192 0.1466 0.1652 6.72 1.19 1.00 0.34 0.00 28B 3B 12.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0823 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 10.86 1.11 1.00 0.98 0.00 30 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0353 0.0200 2.0 0.0833 4.1650 4.02 0.95 3.5192 0.1466 0.1593 6.19 1.29 1.00 0.49 0.00 30B 3B 10.0 0.25 0.70 0.175 1.14 0.00 1.14 0.0353 0.0200 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 9.36 1.07 1.00 1.14 0.00 44B 3B 6.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0150 0.0200 2.0 0.0833 4.1650 4.54 0.91 3.5192 0.1466 0.1534 4.69 1.28 1.00 0.44 0.00 44D 3B 6.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0150 0.0200 2.0 0.0833 4.1650 5.21 0.87 3.5192 0.1466 0.1476 5.60 1.07 1.00 0.63 0.00 46 3B 10.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0356 0.0200 2.0 0.0833 4.1650 5.00 0.88 3.5192 0.1466 0.1490 8.27 1.21 1.00 0.88 0.00 48B 3B 8.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0476 0.0200 2.0 0.0833 4.1650 3.94 0.95 3.5192 0.1466 0.1593 7.05 1.13 1.00 0.54 0.00 50B 36 8.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0722 0.0200 2.0 0.0833 4.1650 3.64 0.97 3.5192 0.1466 0.1622 7.90 1.01 1.00 0.54 0.00 52 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0722 0.0200 2.0 0.0833 4.1650 3.52 0.96 3.5192 0.1466 0.1608 7.63 1.05 1.00 0.49 0.00 54B 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0469 0.0200 2.0 0.0833 4.1650 3.81 0.95 3.5192 0.1466 0.1593 6.74 1.19 1.00 0.49 0.00 54D 3B 8.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0722 0.0200 2.0 0.0833 4.1650 3.38 0.98 3.5192 0.1466 0.1637 7.22 1.11 1.00 0.44 0.00 62B 3B 8.0 0.21 0.75 0.158 1.02 0.00 1.02 0.0200 0.0200 2.0 0.0833 4.1650 5.91 0.83 3.5192 0.1466 0.1417 7.65 1.05 1.00 1.02 0.00 64 3B 8.0 0.10 0.80 0.080 0.52 0.00 0.52 0.0355 0.0200 2.0 0.0833 4.1650 4.12 0.94 3.5192 0.1466 0.1578 6.41 1.25 1.00 0.52 0.00 66 3B 10.0 0.27 0.75 0.203 1.32 0.00 1.32 0.0200 0.0200 2.0 0.0833 4.1650 6.49 0.78 3.5192 0.1466 0.1344 8.78 1.14 1.00 1.32 0.00 70 3B 12.0 0.31 0.75 0.233 1.51 0.00 1.51 0.0386 0.0200 2.0 0.0833 4.1650 6.04 0.81 3.5192 0.1466 0.1388 11.11 1.08 1.00 1.51 0.00 74 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0100 0.0200 2.0 0.0833 4.1650 5.45 0.86 3.5192 0.1466 0.1461 4.82 1.24 1.00 0.59 0.00 76 3B 12.0 0.64 0.50 0.320 2.08 0.00 2.08 0.0238 0.0200 2.0 0.0833 4.1650 7.46 0.72 3.5192 0.1466 0.1256 11.67 1.03 1.00 2.08 0.00 76B 3B 12.0 0.38 0.65 0.247 1.61 0.00 1.61 0.0238 0.0200 2.0 0.0833 4.1650 6.77 0.77 3.5192 0.1466 0.1329 10.12 1.19 1.00 1.61 0.00 78 36 12.0 0.70 0.50 0.350 2.28 0.00 2.28 0.0110 0.0200 2.0 0.0833 4.1650 8.92 0.62 3.5192 0.1466 0.1109 10.36 1.16 1.00 2.28 0.00 786 36 10.0 0.36 0.65 0.234 1.52 0.00 1.52 0.0110 0.0200 2.0 0.0833 4.1650 7.67 0.70 3.5192 0.1466 0.1226 8.23 1.21 1.00 1.52 0.00 80B 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0092 0.0200 2.0 0.0833 4.1650 5.54 0.85 3.5192 0.1466 0.1446 4.73 1.27 1.00 0.59 0.00 SOD 3B 6.0 0.15 0.70 0.105 0.68 0.00 0.68 0.0079 0.0200 2.0 0.0833 4.1650 6.04 0.81 3.5192 0.1466 0.1388 4.94 1.21 1.00 0.68 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet W N O N W Or O > P Z• � � O U O O '3 U N a t N N d m m E � � `m o m � � E t' 0 " c ac° m pO Q � r m a > � d ci U C7 O d vi in 3 rn rn � c a � � left 0.19 0.75 0.143 0.57 0.00 0.57 0.0010 0.0200 2.0 0.0200 1.0000 8.32 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0200 1.0000 7.80 24 3C 8.0 combined flow 1.1 0.12 0.252 5.79 left 0.20 0.80 0.160 0.64 0.00 0.84 0.0010 0.0200 2.0 0.0833 4.1650 8.69 right 0.12 0.80 0.096 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1650 7.17 44 3C 8.0 combined flow 1.0 0.11 0.248 5.69 left 0.16 0.70 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0833 4.1650 7.60 right 0.30 0.70 0.210 0.84 0.00 0.84 0.0010 0.0200 2.0 0.0833 4.1650 9.62 58 3C 12.0 combined flow 1.3 0.11 0.237 5.44 Left 0.10 0.75 0.075 0.30 0.00 0.30 0.0010 0.0200 2.0 0.0833 4.1650 6.54 right 0.09 0.75 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0833 4.1650 6.29 58B 3C 6.0 combined flow 0.6 0.09 0.191 4.37 left 0.09 o.so 0.054 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0833 4.1650 5.78 right 0.06 0.60 0.036 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0833 4.1650 4.97 62 3C 6.0 combined flow 0.4 0.06 0.140 3.21 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 right 0.11 0.75 0.083 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0833 4.1650 J. 6.78 68 3C 8.0 combined flow 0.5 0.07 0.150 3.43 left 0.06 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1650 5.40 right 0.07 0.75 0.053 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0833 4.1650 5.72 72 3C 6.0 combined flow 0.4 0.07 0.148 3.39 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.04 80 3C 6.0 combined flow 0.3 0.06 0.124 2.65 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr far capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N a N O N L N U pp r VI L p U v C c d u 3 in o m � 0 3 o n t m � o m 3 x 0O r`, 0 � c w � s y E m Q d in a > � d U U CI O vi left 0.18 0.75 0.135 0.88 0.00 0.88 0.0010 0.0200 2.0 0.0833 4.1650 9.78 right 0.17 0.75 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0833 4.1650 9.57 24 3C S.0 combined flow 1.7 0.16 0.349 8.00 left 0.20 0.80 0.160 1.04 0.00 1.04 0.0010 0.0200 2.0 0.0833 4.1650 10.42 right 0.12 0.80 0.096 0.62 0.00 0.62 0.0010 0.0200 2.0 0.0833 4.1650 8.60 44 3C 8.0 combined flow 1.7 0.16 0.343 7.86 left 0.16 0.70 0.112 0.73 0.00 0.73 0.0010 0.0200 2.0 0.0833 4.1650 9.12 right 0.30 0.70 0.210 1.37 0.00 1.37 0.0010 0.0200 2.0 0.0833 4.1650 11.54 58 3C 12.0 combined flow 2.1 0.15 0.328 7.52 left 0.10 0.75 0.075 0.49 0.00 0.49 0.0010 0.0200 2.0 0.0833 4.1650 7.84 right 0.09 0.75 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0833 4.1650 7.54 58B 3C 6.0 combined flow 0.9 0.12 0.263 6.04 left 0.09 0.60 0.054 0.35 0.00 0.35 0.0010 0.0200 2.0 0.0833 4.1650 6.93 right 0.06 0.60 0.036 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1650 5.96 62 3C 6.0 combined flow 0.6 0.09 0.194 4.44 left 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 right 0.11 0.75 0.083 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0833 4.1650 8.13 68 3C 8.0 combined flow 0.8 0.09 0.207 4.75 left 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0833 4.1650 6.48 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 72 3C 6.0 combined flow 0.6 0.09 0.205 4.69 left 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 right 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.05 80 3C 6.0 combined flow 0.5 0.08 0.172 3.94 STRUCTURE DRAINAC£ D ( FLOW TYPE INLET TYPE AREA (FTC) PERIMETER (ET) A (ACRES) C I (IN/HR) Q (CF4) Design Storm Year 10 Design Storm Year= 10 Design Year: 10 Project: Brookhill Blocks 9, 10, & 11 Job #: 182150 Prepared by: AML, PE TH OFF O SCOTT R. LLINSZ U Lic. No. 035791,E 00 1/6/21 w4 `rSIONAL 'E w w Z 7 Z N z J O U O c O U ; ° N r 3 Y ° c 0 o `o 0 a a c O y O E 0 C J U > ° 3 N ° a a ° o ° o 3 .0 v ° a ° ° c ° 0 z z w Dz z Z J J O 0 a a > U x s ° N C N E O o 0 ° ° a Z O u W O In W o Z W 2 Q m < F Z W V o J Q J a d Ln M W O < In In a W d > Lu to W 0 V � o J Q J a � d E w Z ~ O r g Lu W d > > W W Q O O rl rl O O IT N \O O O M N n O N M 0to O rn ® M rn N M N o rn Q W w J w � Y w � ul w w Lu < CD o 0 O U z J 0 GL LL T� cz p � U m y 0 co a � O U J Q Lu z Q < W J ti F W W JOB NO. 182150 SCALE N/A SHEET NO. 25 �- III 1.1 III ®���------_- -© '®--_---- � '®' �� III• ®��® -®--_----�®� III • �� '®� -�--_----®� •®" III. ®®�� POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LFNGFH SLOPE DIA CAPA- C1TY FLOW TIME INCR ACCUM ACRES C MIN M ]7.8 ® ®®® 11 11 � 11 1 11• m 11 1 •1 ®� -_-____-®®� 11 11 � 1 1 • • 11 � 1 1 ��® \ \ EXISTING GRADE (TYP.) 465 465 / SIGHT LINE (TYP.) i 46o / \ 460 455 S\GN%O� ' PROPOSED GRADE (TYP. \ \ gNCF 455 450 \ 450 HT. OF \ OBJ=3.5' \ \ 445 445 \ HT. OF OBJ=3.5' 440 \ 440 \ UTUREROAD GRADE 435 435 PROPOSED END OF ROAD CONSTRUCTION GRADE TIE-IN 430 \ \ 430 425 425 IFLORALAN (EAST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE 420 420 Ln r 00 m 00 OH H dN n Q OO O 0 ) OM O O 0 N N m 10 O O co N .�tt .t 't S Ln S L0 d l0 O LD .t 't W N 0+00 0+50 1+00 i+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 fL HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 485 485 \ 48o \ 48o / \ 475 EXISTING GRADE (TYP.) 475 / / 470 470 SIGHT LINE (TYP. ANCE_15? _ - - SIGHT DIS HT. F \ 7- OBJ=3.5' 465 aEYE=35� 465 01 ANCE'- 5\G 460 / / ROPOSED GRADE (TYP.) 46o HT. OF OBJ=3.5' 455 455 n co 01 00) 00 m 'i S 0 LO �0) LD 0 N NO 'i S L�D� 00 00 a�o� a I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 465 EU TIS A ENU & A CHER AVENUE INf ERSE(TIOO SIGH DIS ANCE PROFFLE] 465 46o / 46o / HT. OF / OBJ=3.5' 455 455 i LINE (TYP.) 450 _ — — — — — — — — SIGHT DISTANCE__335 I i 445 HT. OF --- - / OBJ=3.5' --- i ---- HT. OF \ 1 EYE=3.5' 440 PROPOSED GRADE (TYP.) 435 \ / 430 XISTING GRADE (TYP.) 425 .t m O 00 lD Ln 00 1� M m y) O n 0 N LD H I� .t ei lD H00 ei M n N 1, m 00 m 1 M I� L0 M r` 00 CO CO 00 M ei H O O O LD S H O N N O 00 S N N LD It M --t 't 6 LD f Ln W M 3 ID N 00 tD Li,.t It.t S d d .t .t S It S d 1 475 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 450 445 440 435 430 425 SCOTT/R. Cb-LLINS'Z Lic. No. 035791 P 1/6/21 11 Z O L z Lu O 0 Z O U J L Q 4 c F LuZ L V/ c / L Wt N N N 0Lu C5 CS CS C"D N '� N n 0 '-I r` m c z N Q 475 c N Ln 470 W o 0C%j J LL W > O 465 J ,--1 IZ J r1 W � C25 V z H Q 46o O J) O Q 455 2 U _ � W �z Y U z 450 w 0 O � m W 445 iw Z J J 0� w - U) 2 z 440 J w � _ 0 O J O 435 (D 0C:)m 0 430 u Lu F w a JOB NO. 4�5 182150 SCALE 1LL _ 501 SHEET NO. 26 450 450 450 450 SIGHT LINE (TYP.) 445 445 SIGHT DISTANCE= 35' _ — — — — — — — — PROPOSED END OF ROAD / — \ HBOF OJ 3.5' CONSTRUCTION GRADE TIE-IN \ HT. OF 440 / EYE=3 S. 440 PROPOSED GRADE (TYP.) LPN/�i3� \ 435 GN�o� 435 430 430 HT. OF OBJ=3.5' 425 425 \ FUTURE ROAD GRADE / \ 420 420 \-EXISTING GRADE (TYP.) 415 415 410 410 I 405 405 V1 l!1 l0 N a O m . 0 1 0O1 0 M O 00 Nm 00 0) `H m a a 00 O It O 0D N0) 0) M M M a a a 3 a f a M a f 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 475 475 470 470 465 \ 465 HT. OF \ \ XISTING GRADE (TYP.) OBJ=3.5' 46o \/Gh�osr 46o 455 455 SIGHT LINE (TYP.) HT. OFF' EYE=3.5' 450 �S/G 450 T \ 445 PROPOSED GRADE (TYP. \ 445 J\ HT. OF 0BJ=3.5' 440 440 Ll1 M N W 0 ci m 00 I� N r\ It 0) lD 00) lD a <0 a� O <D a 1O LD a `� LD a lD a 00 a� L^ Ln a a a 0+00 0+50 1+00 3+50 2+00 2+50 3+00 3+50 4+00 4+50 445 445 SIGHT DI TANCE=33S' HT. OF _ _ — — — — — — — — PROPOSED END OF ROAD OBJ=3 5' — HfOF CONSTRUCTION GRADE TIE-IN 440 / — EYE=3.5' \ 440 -L ----------------- / 435 %TA��F, SIGHT LINE (TYP.) 435 ROPOSED GRADE (TYP.) \ �33\, 430 430 EXISTING GRADE (TYP. \ HT. OF 4�5 FUTURE ROAD GRADE OBJ-3 5' 4�5 / 420 420 1p I� n Ln OM ci n O 0 a I� kp 00 00 'i M 00 Ln O N 01 lD 0) N M M 00 O M M a) O M a Ol N M a O rl a a Ol N M a 00 O M a n N M M N r\ M ci Ln Ol W N t0 Ol a a s a s a s a s a s a s a s a s a s a M M M _ORA COURT (NORTH) & FLORA LANE INTERSECTION SIGHT DISTANCE PROFIL 0+00 0+50 1+00 3.+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 FLORA LANE (SOUTH) & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 ( IN FEET ) 1 inch = 50 ft. 465 465 460HT. OF \ 46o OBJ=3.5' EXISTING GRADE (TYP.) 455 ��yT 455 /S �qN\F `SIG HTLINE(TYP.) 8 450 450 \ \ 445 HT. EYE=3.5' \ si�NrD sr OF AN E,\4' 445 PROPOSED GRADE (TYP. HT. OF 440 OBJ=3.5' 440 435 435 l0 co ^ 00 coLLn00 "00) M . - ri 0 N Lp N co H a s a LO s a Ln Its a d Ita a 't a s a s 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 FLORA COURT (SOUTH) &FLORA LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. Cb-LLINS'Z Lic. No. 035791,E P 1/6/21 11 Z 0 L (A F Z O Lu o z U J L H 0 tn a r_ W Z L c L W U) fW� s � < 00 F i a k L � W - o_ c W i W i � c 0 N N N Lu r1j CD CD Q r, 'T 00 j N n 00 '-I Lu r` z co z Cn Q N ® � J � LL N Ln W o aoLu LL LL W > O Lei .—I IZ J J Lu u V Cf) 66 z Lu Q ~ � I—L9 H J) O T --1 — J Q ON WY �z Lr) w U z 0 ulU)O V m Lu z LLLJuJ � W U = z_ J w � � O J o (D O C:) m O N U W J ti 0 W W a � JOB NO. 182150 SCALE 1LL = 501 SHEET NO. 27 / v Y Y Y Y —M M M --- --_ — — — — _ - 7o'UNDISTURBED RouTEzgB FFE / ioo' WIDE BUFFER ALONG ROUTE m o- 7/BUFFER i izo TO SCREEN THE DEVELOPMENT. 11150 imp '�]w AIA ALONG FLORA CO 7 madows UR EXISTING S Lic. No. 035791`.a i. 1/6/21 c'�'41 z Z O U Lu p Z O J c E L J L � i O u L Z ^� W L L L L W E O O O O N N N rq .ti Q 0 N N O M ON Nop N to 7 n I 77 Conservation Plan Notes: PROPERTY BOUN/IT� ,' �I dy~'\��LOT ` � /PLANTSCHEDULE: LOT 451.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON / 8HNE -S ET 2 �'/ SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TOTAL AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING4 ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / c °w L 6T CANOPYTREES CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. "/�/2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTIONLOT ��7.4AR ACER RUBRUM RED MAPLE 2-1/2" cal. 33 452 14916 MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES '83_s9LOT / QP QUERCUS PHELLOS WILLOWOAK 2-1/2" Cal. 58 419 24302 TO BE PRESERVED AND PROTECTED. % ` 47/QS QUERCUS SHUMARDII SHUMARDOAK 2-1/2" cal. 35 372 13020 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER LOT ,�\ \ TOTAL 52238 MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL82 NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES�.TO BE PRESERVED AND PROTECTED. LANDSCAPING NOTES: 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLNE OF EXISTING STREAM LOT\kk2. 1 LARGE STREET TREE PROVIDED EVERY 5o'OF STREET FRONTAGE. gkTREES TO BE PRESERVED AND PROTECTED. Sz. STREETTREES SHALL BE LOCATED 5 MIN. FROM DRAINAGE STRUCTURES AND io'MIN. `\FROM WATERLINE AND SANITARY SEWER STRUCTURES. r'6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HASBEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY V � '<� l � f, � j`� A � /< , • ` ` 3. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; ENGINEERING DEPARTMENT. p/ \ \� / N �✓ LOT k `�—k "�`k k THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND A ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, /\ " ti LOT / f 58 \ 4. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE TELEPHONE, OR OTHER UTILITY SERVICE C NECESSARY WITHIN THE LIMITS OF TREE // / _� �/ f \ PRUNED BETWEENz'AND ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS ( gp / :. / OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL / ` \ \\ f AND ACCOMMODATE PEDESTRIANS. BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL LOT (/ 5. TOTAL STREET FRONTAGE -5,493.' SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. LOTS ` / / 59 \ / �' ""F T I REQUIRED STREET TREES: iio(iTREE PER EVERY 5o'OFSTREET FRONTAGE) 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE LIMITS OF GREENWAY. PROPOSED STREET TREES: 126 PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH q' 79 f \ �09� FUTURE PUBLIC GREENWAY TO BE / NOTE: i,964'OF STREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF) THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / .. raj LOT \ FfF2 EDICATEDTOALBEMARLECOUNTY REQUIRED STREET TREES: o INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST a� '. i' / T 4 60 \ .;/ / \ ``2\t� AT TIME OF FINAL SUBDIVISION PLAT, /z PROPOSED STREETTREES:46 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / / LOT ` ' \ \ '02 PER PROFFER #2 OF ZMA202800021 NOTE: i,685' OF STREET FRONTAGE ALONG FLORA LANE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / 78 %: `( �": \ \ / REQUIRED STREET TREES: 34 BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND LIMITS OF GREENWAY. - FUTURE PUBLIC GREENWAY TO BE LOT \ PROPOSED STREET 8 MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. ` �� % j ./ / 3 EDICATED TO ALBEMARLE COUNTY / ' m a <r / 6i 1 / \ �' NOTE: EQ48o'OF STREET FRONTAGE ALONG EUSTIS AVENUE (PORTION OF) 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION `. LOT r/ / \ \\ REQUIRED STREET TREES: 1.o CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA201800011 // / %`rf' � � \ / / PROPOSED STREET TREES: iz i LOT \ NOTE: i,ioo' OF STREET FRONTAGE ALONG KOCH COURT 62 \ \ \ }}-- / REQUIRED STREET TREES: zz ' f J 76 / N PQ / \ \` \ / \ \\ PROPOSED STREET FRONTAGE22 f r �// �/ � NOTE: z6Y OF STREET FRONTAGE ALONG FLORA COURT \ (ig) QS STREET TREES ��,��,' �a \ \\ REQUIRED STREET TREES: 6 IALONG FLORA LANE PQ�P / ' �\ : / \\\h / PROPOSED STREET TREES: 8 LOT \ 4 �5 /!> LOT ✓ / / / / 7S Q'.`Q, ( 9)ARSTREETTREES •+ ,ALONG FLORA LANE LOT LOT / . / 64 / 74 / V / e LOT LOT 65 ® , / ���'' i / / 73 / \ N LOT 66 / /S .'PROPERTY BOUNDARY (TYP J•.,� r;,. 1992 3.38 C LOT �LIMITSOFGREENWAY VE o 69 FUTURE PUBLIC GREENWAYTO BE XISTING WETLANDS (TYP.) DEDICATED TO ALBEMARLE COUNTY / / n AT TIME OF FINAL SUBDIVISION PLAT, \ \ LOT // G> PER PROFFER #z OF ZMA2oo3.80003.2 h \rr Source: Va. DSWC Plate 338-2 / Ill -401 . \ / PROPOSED 8 SANITARY SEWER (TYP.) / \ GRAPHIC SCALE 10 IN FEET ) / 1 inch = 40 ft. EXISTING STREAM / LIMITS OF GREENWAY. / FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, / z/ AIN (TYP.) PER PROFFER #z OF ZMA2oi8000= 1 t /5 Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"X2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 3/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER nlalkTaaazal:�aa� TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale County of Albemarle Conservation Plan Checklist To he placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. The fellowlne Items shall be shown on the plan: U Twsstabesaved, U LinUofoleanng(ouvsldeddphneoftreestobesaved); U Location and type of protective fencing, U Grade changes requiring twowells orwalls; Proposed trenching arlannding beyond the ]dunk of elearing. 2. Minktanin U All trees to be saved shall be marked with poor or ribbon at a height cleady visible to equipment operators. U No grading shall begin unfil the tree marking has been inspected and approved by a County Inspector. 3. PreLonstructlon Conference: ZI Tree preservation and protection measmes shall be reviewed with the connector on site. 4. Eauioment Operation and Stomas: TREES UP TO 4" CAL. SHALL BE STAKED U Henvyequipmmt,ve}rculwnfficandstorageofeo tmctionmataialsinelading..ilshallnotbeper,ittedwitM thedriphn®ofnees WITH 2 z"xa" HARDWOOD STAKES. to be saved. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, 5. sold Erosion and Smrsrwater Detention Devices: U Such devices shall not adversely atfea trees to W saved. AND TURNBUCKLES. LOOP HOSE AROUND FLAG WIRES WITH COURVEY TAPE. 6. Class:TRUNK. fl Fires are not pemtitted within 100 feet ofthe dripline of trees to be saved. REFER TO SPECIFICATIONS FOR 7. Task Materials: FURTHER INFORMATION U Toxic materials shall not be storedwithm 100 feet ofthe dripline oftrees to be saved. 8. Protective Fenc[ns: U Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Q Fencing shall be in place and shall be inspected and approved by a County Inspectorprim to grading or construction. GUYWIRES WITH RUBBER HOSE AND 9. Tree Wells: TU R N BUCK LES 213 U P TR EE U When the ground level must be raised within the driplaw ofa two to be saved, atwo well shall be provided and a construction detail submitted for approval. 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES 10. Tree Walls: U When the ground level most be lowered within the dripline a tree to be save], a tree wall shall be provided; and a construction detail MULCH SAUCER =banned for approval. AMENDEDSOILMIX 11. Trenchlns and Tunwilmn U When trenching is required within the limits of clang, it shall be done w far away from the butike oftnew as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. CIe Ll Protective fencing shall be the last items removed during the f rnh cleanup. CUT AND REMOVE BURLAP FROM TOP 13. Deceased In.: 113 OF BALL AS SHOWN comingeessh llbotma dvnmediatelybypmning,foRlimtionorethermdbodsreoommendedbyaheespecialist. SCARIFY SUBSOIL TO 4" MIN. DEPTH DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 4NOTE REQUIREMENTS. COMPACTED SUBGRADE6/24/2020 O(DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Pepe 1 of 1 Lic. No. 035791,E 1/6/21 ¢�'41 V/ z z O F a LU C) L- J Q c E oo kQtl =( ( J L O V) ~ . z LU V1 L Uj W I 0 6 a 0 0 0 0 N N N O N Q0 C4 C4 M CD NtN to 7 n C2 A� 1 ® M co z N Q ® M J sell N O GL W � N 0 N W> LU rl J J T� U) LU 0 Z g O z _ Q U Ln 'U V W Y z L U Q 0 UlLU U'^) VJ J LU rJ) 11-4 T y� I� w �i IY 0 0 f�f� V �M O W O O N U w J F W a w N JOB NO. 182150 SCALE 111=40' SHEET NO. 29 I jell I k rl �`/ \ �.♦ I1 \\ �v - v v �•.. •�.. �. �• ■ • •L - -{� 1 �-�-��L/- IIIIIII�(IIIIII� I -6U.50 C. CN=57/ // Q■■6 * 'mac=0.3�rs./ NV J \ \ 9� \ vV� V err �F�/ E V.2' �-850' Of,-CHA�EL PLO" 5-�Tc=O 05\Zs.) � ) �. I I I ' � , l j// °�������_I 0%\�! ���///�\�� �'4"� % r WATERSHED SUMMARY CN Area, 10-year Flow, 25-year Flow, 100-year Flow, ac. cfs cfs cfs Culvert #1 57 60.50 74.42 121.15 219.7= --Li Ns .n .000 / / _2E t1J PROPOSED-SxXT \ iREINFO ED CO CCRE _ \ --PROPOSED �T STD. C6NCRETF/ / " HEADWALL WITH 450 WING -WALLS 0 $SOCKp \ i LIMIT, �\\ __--PRO�§ED VDOT CL AI-tt_IPRAP LINED UPSTREAM ENERGY \ - -- DISSIPATER, WITIt FILTER FABRIC UNDERRLAYMENT, FILTER FABRIC.TO BE KEYED INTO THE EXISTING GIROUND-A- 2 \ \ MINIMUM OF 9" TITHE ENDS AND ALONG -THE PERIMETER, ---- -AND THE STRIPS OF FABRIC SHALL OVERLAP A �NIMUNTOF --- - -1Z. ENERGY DISSIPATER-DIMEIISIQNS: l0q_\,NG i0_ 6 -WIDE-AT E ODCVERT-AND-18' WI-THF`END. ST NE � - THICKNESS=18' BOX CULVERT DRAINAGE PLAN SCALE 1'=200' N] I i R QUTED-TIHROUGH WET_, y \ II I P D IWWP0-201800051 A All(TIS , ATIVELY \ ES Z �0�5- ATTENRUATION) \ II I / � l I ~ ' III IIII p. I BOX CULVERT DETAIL SCALE 1'=30' LIMITT��0 PROPOSED-VDOT -CC A�I�RIIPPRAI LINED OWNSTREA GRE€NWAY, T \ UNDERLAYMENTROILTEER FABRIC-1O BE FED RINTO THJE__ EXISTING GROUND -A NtMMUM OF 9" T THE ENP.S-AND \ -� \ ALONG 111E PERIMET STRIPS,OF FABRIC,zz �-- / / SHALL OVERLAP -A MINIMUM9E12".ENERGY DISSIPATER \ \ DIMENSIONS:_15' LONG, 15' WIDE AT THE-GULVERT AND, \ \ �21TWIDE AI THE-END'STONE THICKNESS= 1W-- - 3+00 0 V\-v PROPOSED VDOT STD. C NCRETE �ADWALL WIT\° WIWALLS \' V \ \ \ \ \ _ \ \ -- PROPOSED -CULVE TT DIMENSIQNS: •' . -� i-250.00-LF a013_04%, INV.-IN-�'.10, INV. OS1T=395.50 �_ _\ --- PROPOSED VDOT CONCRETE ENDV WITH 450 WING V PROPOSED VDOT CL. AI RIPRJ LINED UPSTREAM ENERGY DISSIPATER, WITH FILTER FAB UNDERLAYMENT. FILTER FABRIC BE KEYED INTO THE EXISTING GROUND A MINIMUM OF 9" AT' ENDS AND ALONG THE PERIMEI AND THE STRIPS OF FABRIC SH OVERLAP A MINIMUM OF 12' ENERGY DISSIPATER DIMENSIO 10' LONG, 10' WIDE AT THE CULVERT AND 18' WIDE AT Th END. STONE THICKNESS=18 CULVERT NOTES: 1. CONTRACTOR SHALL ENSURE THE PROPOSED CULVERT #1 IS COUNTERSUNK A MINIMUM OF 6" INTO THE STREAM WHEN IT IS INSTALLED, ON BOTH ENDS OF THE CULVERT. 2. INSTALLATION OF PROPOSED CULVERT #1 SHALL MEET ALL CURRENT VDOT STANDARDS AND SPECIFICATIONS. SEE THE NEXT SHEET FOR DETAILS. 440 440 435 435 430 430 425 425 ROPOSED GRADE 420 420 415 415 410 410 STD. 5'x5' REINFO�CEDTALL CO CRETEOX PROP SED VD T STD. IALLS ULVER CONC ETE EN WALL WITH WING WALLS 405 EXISTING 150 405 GD R RADE kP - ZIC \ TO HE 400 IN?q IF@ 3 3.0 a \ \ 400 ER, ALL ' OUTo3 \ 5 30 \ \ NS: ' E 395 ROPOS D VDOT L. Al RI RAP LIN D DOW STREA 395 OUTLET PRO ECiION, WITH FI TER FABRIC U qDERLAY IENT. FI TER FABRIC TO E KEYED INTO TF E E ISTING ROUND A MINIM JM OF 9' AT THE ENDS AND S ALL OVE LAP A N INIMUM DF 12". ENERGY E ISSIPAT R D MENSIO S: 16' L NG, "' WIDE A THE CU VERT A D 390 21' W DE ATT EEND. TONET ICKNES =18" 1 390 J J (O L0 O N� 00 W Wro w0 CD CDLO Q O o 00 m Ln uY) w W 0+50 1+00 1+50 2+00 2+50 3+00 3+25 BOX CULVERT PROFILE CULVERT NO. 1 SCALE I'=5'(V) SCALE 1'=r5O'(H) Project Brookhill Neighborhood Blocks 9-11 Plan Sheet No. Designer FGM, PE Sheet 1 of 1 Rev. Date Date 2/7/20 STATION: AHW Controls CROSSING f11 HYDROLOGICAL DATA 100 yr. Flood plain elev. D.A. = 60.5 aC., CN - 57, TC -0.32 hrs. Design AHW depth elev. Structures elev. freq. TWelev. Shoulder = elev. 440 _ CL elev. 440.4 DISCHARGES USED RISK ASSESSIM ENT ADT Skew ° Cover ` Q 25 = 121.15 CFS Detours Available Length Q Design= 135 CFS Overtopping Stage Q = CFS Flood Plain Management Inv. El. 403.10 So= 3.04% Inv. El. 395.50 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. 403.6 L= 250 Orig. Gr. Elev. 396 Q = CFS CULVERT TYPE & SIZE Q Q/B HEADWATER COMPUTATIONS CONT. HW. ELEV. OUTLET VELOCITY End Treat COM MENTS INLET CONT. OUTLET CONTROL HW/D HW Ke do (dc+D)/2 ho H LSo HW C.M. Smooth (1) - 5'x5' Box Culvertw/ 450 wingwalls 135 135 1 4.5 0.5 8.3 6.4 6.4 3.2 7.6 2.0 400.00 12.65 YES InletControlled Note: Design assumes lower 6" is submerged Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUM MARY & RECOM M ENDATIONS: Base Flood 1%Exceed. Prob. Elev. %l SCOTT/R. CiTLLINS'Z Lic. No. 035791 p 1/6/21 o��'IOnret. E�C't� Z z O "=I z o ! J J' a i O to Z ,�� w V) i W O O C, N N N N CD N C � L ti M M D7 N ® m N WN N W > W J J > U) LU T0 LJ.. zQ U W r LU Ul U) LU LLI z U) JLU ~ J� V O O O N U z 0 Q O�/ LL 1 rl �--I Z J O rl ~ LLI J X U m O co J III O 0�/ ML L W w J ti U LU F- I w a V) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 30 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS t5pon-8I/2 I BLI- C Ea. Spa.- Dbol. ) BHl T1 E BH2 f E 9' lyp. lm 9" tYo. S SPAN HIGHT BVt HV' BH1 BH1 T2 BL1 - A Spa, a 12" - B (Sow-El/2 J lop one Dot. TYPICAL SECTION GENERAL NOTES: Capacity: AASHTO HL-93 Loading Specifications: Construction: Virginia Department of Transportation Rood and Bridge SpeOflcotions. Design: AASHTO LRFD Bridge Desig0n Specifications. 51h Edition 2010; 2011 Interim Specifications: and VGOT Modificotions. All concrete shill be Class A4. Deformed reinforcing bars shall conform to ASTM A615. Grade 60. All rill bar dimensions o. Ihe Oetoiled drowiings ore, to centers of bars except where otherwise noted an0 are subject to aDncol;on and construcllot tolerances. ternole BH3 With Construction joints shall be constructed and bonded in accordance with the current VDOT Rood X1 aito nets and Bridge Specifications. hen required Barrels more than 35'in length Anal be poured in sections by. providing vertical construction joints. not exceeding 25' between joints nor more than 3D'from enUs of barrels. LI al corners •4 Bars BHI and BH3 shall have a pin diameter of 24 bar diometars. Dimensions oa bar dogrWaS ore out -to -out of bars. Bows we st,6,ht unless otherwise show• 51110 -- The number of PLt and BL2 bars shown m the table is the number of Ionplludinol bars snow. the lypicol Section and may not equal the total number of Race required. BLl and 81-2 bars snull have to? of 30 bor diameters at splices. At construction taints, first placed bars scroll project 30 bar diometers "(and the joint Ep I oted pUN4JLF sM1own for fiscalprca ate9 does not include the far tops of 13Land BL1 bars. The additional xe6yH longitudnq lap b snown n the A T3 quantity per [able. (WITH WING) (WING REMOVED) DOWNSTREAM END) (UPSTREAM END) The minimum cover of main rei"fvrcinq bars shall be 2'/z" from the face or the concrete for ap BHI culverts under 0 to 2 loot fills and It oil be 2" from the face of the concrete for all other culverts. END ELEVATION NI reinforcing, steel for culverts under 0 to 2 fool file snol be low carbon/chromium reintoremg steel confornung to ASTM A1035. At the Contractor's option BV1 bars may be spliced at the permissible conslrucl;on joint in order to facilitate construction. ira additional compensation shall be for the increase n UPSTREAM ENO - provided reinforcing steel quantity due to the Splices. Headwall quanlll;es shown msume wingwals ore to be built at a 45- angle to the headwall. DOWNSTREAM BARREL LENGTH (OUT -TO -OUT HEADWALL) ENO Permissible Tne des' na area these ldeslg^s111 height and Diner condit;Ong indi<oled. My charnge kn U" FILL SLOPE 6"x6" FILLET 11" i0P OF TOP SLM construction conGibns nvalitlolesl 12" joint lyp. referenced by letter when tee acceptable level is the some for Dole. ee he lx;ntlon a di the shall be adjustedtan by sserie o- ontl rungs. It foundation levels are and Ormil 9L.l of the wiat of another lettered myoe f of the aPPrepnale heigcrt. For wingwall details, refs to standard series appropriate eig details, BCW for the fill - - - appropriate slope. / For details of exlend;ng existing bases, refer Iv stondwC BCE-01. Tl HW1 1 For modif door, of details for skewed culverts, see the skewed box details included in the road plan.. / This standard anal be used with the BCS standard series. 12" R UPSTREAM ENO (OPTIONAL AT DOWNSTREAM END) A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �Voa r SINGLE BOX CULVERTS sPECFEA710N REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE STANDARD DETAILS 1002.0f 07/12VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS BCW-21 GEtFJ4AL NOTES !"Clicotlons: M TO LRFD na s Dwas S wmRcasvoro SM Eamon 20I020I1 tnso-am Pwuwn ontl 55H{ gg 9 P s VDOT Mndif:catlon� LmlTaof volloty for Standard Wln wall design The standard wlnowol designs ore based on the following assumptions: +her!! Is no strucf,,ral connection between Its wall one find box cdvart r ffl Surcharge In I T a c au c o ge loading I. meditated. Baakfnl kfl ri material with t fri ton e' t Bac l Anal comb se ranular meta d t an ernal ct can le a at bast R•. 9 M g Conesll Dackfl snail not be l sh011ee Cons n tton of the only. ll material wlTnln a distance of 6 D D c one-half the neS cat of the roll snail be b hand cam tors only. g Y Pod Y n Oro a e a The Contractor shall provide The drainage system Vdicdid m S MOT I . h for n In m If I kfl r n n- I I In The Cat o T bilateral system rKlu orOu3 1. 6" aOmeiO o f d TYD w1d 99 G Y a pea g 0 ether 1 ems recutlredl Anal be Incidental ao Re cost Dld for Cocor e. r TIT T s t Concrete All concrete shall be Class A4. Helnforcement .for7a reinforcing bars null conform to ASTM A61 . ace Al relnforclnq bar amen tons on he dM tlad wearing$ we O $onTwS of bare exCep here her.SO noted amp are 6VOjetct +0 fabrlcatton and construction tolerances. Dimensions an oar diagrams we oul-to-out of cars. Bars we straight unless otherwise shown. The concrete uucover to the outermost reinforcement bars snot be as follows: Mall Dot ng (ll faces) mi 3• minimum Cover /j' mtnMu Ov r t the Contractor's Option AV Series bars may De s Ilcad at i of the footling1 order to 0 0 it a Yhe f n I n. i n h h in nc with e h n. N ac O oTe co atruct o Ice b i anal be ccorda e t T e C o S eeT o if 55pp g aasa dltlonal cam nsOttOn anal be revl0ed �Or ins 4ncreas0 In reinfOrcl steel antic due To ad pe p rp au Y he s Ode . p a Miscelwloous W e hoe hot W placed e laws din feasible for free weird awe from h wing. ep I as I sire oT Tn STD T I Ta Qa Y g WI for straight in k w and Four T ee are to be used O stro t Croa6 6 and S e e up to 20'. Two Type I O r as p wn it frm GG 4 4 I I win T Da II 1 w To De use o skews o each T 5 . For swnra a ova 5 . Special d s Y Os gn win s are re Wred. he win wo aao De used far each c pvac to shown on she BC darted Anse s. 9 q � g t ul t T Tne d alwu Shown ore applicable for 45• Aka wlin the roadroy and ether conditions i IL pp d. An wan a in n ae Lon 1 I n6 I^Va silo es sae de6i rn6. M oTe Y p to ilia r T M g Guam+I+lee shown we for one wiry. WNG Wall Quantities q,_ kw! Hach End gr_mr ker Law Lev End Concrete CT ReMlorcemerlT LB A 2.3 209 0.91 0.46 B 2A 245 Im 8.46 C 3.2 273 121 0.49 D 4.0 306 IA9 0.52 E 4.4 346 1.49 0.52 F 4 9 7 76 J 0.52 G 5.6 434 1.79 0.55 H 6.2 463 2.03 0. 55 1 7.1 552 2.10 0.60 J 7.7 589 2.36 0.60 K Bb 672 2.43 0.65 L 9.3 738 2.70 0.65 M 10.3 070 2.76 0J1 N 10.7 %a 3.05 WAS 0 IIJ 1014 3.10 0.85 P 13.2 1172 3.17 0.88 0 14.0 1337 3.45 0.88 R 15.3 1444 3.51 0.95 S 16.5 1591 3.58 0.95 T 17.5 9 Ifi 5 3. 86 1.03 3 U 18.8 2002 3.92 1.03 2&3 2238 3.99 1.11 W 21.7 2403 4.07 1.11 X 27.0 2884 1 4.28 1.27 T 31.7 3334 4.36 1.30 2 339 3578 4.46 1.39 AS 35.9 M76 4.56 1.39 BB 3B.8 4522 4.56 1.48 CC 41.0 4747 4.66 1.48 DO 5&O 5689 4.99 I21 EE S2.6 6313 5.10 1.71 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE tVoor WING DETAIL SPECiICA ON ROM AND BRIDGE STANDARDS REFERENCE SHEET t OF B REVISION DATE 2: 1 FILL SLOPE - TYPE I 1007.01 07/12 VIRGINIA DEPARTMENT OF TRA4SPORTATMX4 2016 ROAD & BRIDGE STANDARDS 2016 ROAD 8 BRIDGE STANDARDS BCW-21 WF4 WFS WF6 WING SIZELENGTH SIZE a FRON TO VARY BY LENGTH FROM TO VARY BY SIZE a FROM TO VARY BY LENGTH FROM TO VARY BY A 4 6'-2' - - - - - - - 4 3'-4• 2'-6' 0'- 1%, 4'-9- 3'-I8' a,- I%, C ci 4 8'-7" 4 7-4' 2'-6' 0'- [is, 4'-9• 3'-10' 0'- 1H• - - cladic - - - - - car E 4 Hy-3- 4 7-10' 2'-6' 01- tv 5'-3' 3'-I8' a,- 1%. F 4 It'-3- - - - - - - - 4 3'-10' 2'-6' 0'- Ih. 5' 7 T-M' a,- 11/2' G A 12'-3• - - - - - - - 4 4--4• 2'-6- 01- 1%, 51-9' 3--le. 8•- "A- H 4 13'-3" - - - - - - 4 4'-4• 2'-6' 0'- 1%. 5'-9' 3'-10• 0'- 1%- 1 4 14'-4' 4 4'-I1' 4'-2' 0'- It/, 6'-7 51-6' a-- 1'/z• 4 4•-10' 2'-6' 01- 2• 6'-3' 3'-11- 0'- 2' J 4 15'd' 4 4-11' 4'-1• a,- I%' 6'-7 5'-5' 8'- 1%- 4 4•-10' 2'-6' 8'- IV 6'-3' 3'-IB' a' I%- K 4 Ifi'-5' 4 5'-5' 4'-5• a' IVz' 6'-9" 5'-10• a' Ih' 4 5'-4' 2'-6' 01- 2' 6'-T 3'-11• a,- 2' L 4 IT-5' 4 5'-S' 4'-5' a'- 13Y 6'-9" 5'-9' 0'- Iy4' 4 5'-4r 2'-6' 01- 2' 6'-9' 3'-II• 0'- 2' M 4 18--5' 5 5'-11• 4'-9' 0'- IV 7'-2' 6'-V 8'- IV 4 5'-10' 2'-6' 0'- 2y6' 7'-2' 3'-11• 0'- 21S' N 4 18'-5' 5 5'-11' 4'-9' 0'- IV T-2' a,-1• 0'- IV 4 5'-10' 2-6' a,- 2%. T-2• T-l1• a' 2ya. 0 4 19'-6' 5 6'-4' 5'-2• - 1 . B' i6 7•-8• 6'-6' - 1 ' B' 1c 4 6'-4• 2'-6' 0'- 2 . is 7'_ ' a 3'-11• a' z16• P 4 20'-6' 6 6'-il" 5'-5• 0'- IfV 8'-2' 6'-9' 0'- I`V 4 6'-10" 3'-0' a,- 2%. 8'-2• 1'-5• B'- 21/� 0 4 21'-6' 6 6'-11• 5'-fir a'- IV- W-2' 6'-9. 0'- IV 4 6'-IP T-0' 0'- 2y. 8'-2' 4'-5- 0'- 2%' R 4 22'-7' 5 6'-5' 5'-1. 0'- 13A' T-9' 61-5• W- IN- 4 7'-4' T-O' a'- 21/• 8'-8' 0-5- Or- 2'A' 5 4 23'-7' 5 6'-II• 5'-6• 0'- IV 8'-2' 6'-IB• P- Ij's' 4 7'-10' 3'-0' 0'- 2h' 9•-2' 4'-5' 0'- 235' T 4 24'-7' 6 6'-11• 5'-7' 0'- IV 8'-2' 6'-10' 0'- I!V 4 7-10' 3'-8' 0'- 2%. 9'-2• 4'-5' 0'- 2V u 4 zs '-9 6 I'-Y 5'-9' e •_ 1 V. % 6'-5' T-0' 6 •_ I /e 4 8'-q' 3'-O' B'- z yz 9'- ' e 4'- ' s e •- 2 ' yz V 1 26'-10' 6 T-T 5'-5' 0'- 2• 8'-10' 6'-8' 0'- 2 a 8'-10' T-1' 0'- 2 ' 9f 10'-2 1'-5• B'- 2 ' `'Ile W 1 2 II 8' P 5' 9' 0' 2 9'-7 71-0' 0' 2 11-4. 31-1' 0' 2j6' 10' P 4. 5' a,-234' X 4 29'-0' 6 8'-9 6'-4• a-- 2%. 10'-6' 8'-2' 0'- 2%' 5 10'-4' 3'-7• 0'- 2y1' 12'-2' 5'-5• 0'- 2%' Y 4 30'-1' 6 9'-11' W-9' 01- I%' 12'-2' 9'-0• 0'- 11/r 5 I1-4r 4'-In 01- 3. 13'-8' 6'-5' a' 7 Z 4 31'-2' 6 10'-1' 6'-Ir a'- 2 ' 12'-5. 9'-1' a'- 2 ' 5 IV-10' 4'-in a-- 3' 14'-2• 6'-5• a.- 7 AS 4 32'-3' ] 10'-]• )'-2' 0'- 2 12'-9' 9'-5' 0'- 2 S 12'-1• 4'-1" B'- 3 % 14'-P 6'-5• 0' 3 1. 08 4 331-6' T 111-5' 7-9• 0'- 2i$' 13'-T 9'-11" 0'- 2y4' S 13'-4• A•-i" 0'- 31E' IS'-P 6'-5" CC 4 34'-7r 7 11'-18• e'-I' 0'- 2%. 14'-1' IP-4' 0'- 216' S 13'-IB' 4--I" 0'- 3yi Ifi'-2 6'-5' 0'- 3yzx DO 5 35'-P T 11'-18' 8'-2' 0'- 2y4' 15•-I' 11'-5" 0'- 2yz' S U'-4' ♦•-7' 0'- 3V 171 P 7'-11' a'- 3V BE 5 %'_S. 7 12'-0' 8'-3' 0'- 21�' 15'-3' II'-6" 8'- 216' S 14'-IP 4'-T 0'- 3y2' 18'-2 T-11' P- 3yz' SECTION A -A (WITH WING) HW1 REINFORCING BAR DIAGRAMS 0 .. o a BHJ a BHI 6" k 36" PVC DUABE L WATERSTOP CONSTRUCTION BCS-DT 6" x 6" FILLET •6 Hr:1 t- CONSTRUCTION JOINT SECTION B-B PART PLAN (WITH WING) (WING REMOVED) (DOWNSTREAM END) (UPSTREAM END) REFERENCE 'Jy SINGLE BOX CULVERTS ROAD AND BRIDLE STANDARDS STANDARD DETAILS REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 07111 WroY OP 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 11 d m� 3 L ao sa pi. NN on- Sc etobspa: 00 Ae 3"- z I �I 2016 ROAD & BRIDGE STANDARDS WV2 - 0 a o. 0 I-3" = R front face 9. 2V4 - U a o. 0 6•V 0 barkpce 3'-0'6'-0' i . WH3 1 WF-s 0 sod. 0 12" = P face T Front Sea NoT_ WF6 LEND VIEW FRONT ELEVATION a>.Ta a BCW-2drainage layer WV -herbs 12- batter for wince X - EE wee hole formed Pn noqufgid tuafnq m e )red. qu jPe image d 6' diamConneter /JI Perfo t I e donna Tea g ppIn to wo ape outbi ontl - GG a o. 0 12 HH aot. WF JJ s a. 9' WFS-EE s a. 12"WF3-CC s D OD @6"� KK FF�MWF6 09= 0 f=DD oo +oD INN ea.spa.Aid WFII WFI TO WF3 WF5 TO WF7 WFI - LL spa. TABLE A TABLE B 0 10' = MM Bar ['A tap and Dot. Wtl1 Y Size 2 R3 4" z r-CC I'-3yj #5 WF2-AA 0 12" WF8-INNon eoo. W6 till Be to, = 00 sine �0. 17 7" and bot WFIO-INN ea. eoo. W8 8"WFII-NN eq. Spa.DO side 0o soon corner FOOTING PLAN Ill/i of fooling A COPY OF THE ORIGINAL SEALED AM SIGNED DRAWING AND DESIGN STATEMENT 15 DN FILE IN THE CENTRAL OFFICE SPECIFICATION REFERENCE WING DETAIL ROM AND BRIDGE STANDARDS 2: 1 FILL SLOPE - TYPE I REVISION DATE SHEET 2 OF F VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1007.02 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 CIA! FILE IN THE CENTRAL OFFICE DOT SPECIFICATIONXV ROM A 13 BRIDGE STANDARDS WING DETAILS s HEET 5 OF B I REVISION DATE 2: 1 FILL SLOPE - TYPE 1 1007.05 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION V_WWVI WV3 WV4 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS ABLE C BwSplice Length SizeW4 P_ 9• s5 2'- 4" #6 2'- 7"W7 3•_ 3"se A'- 2" W9'-A" WING WALL DIMENSIONS Na WEEP HOLES FOOTING BAR SPACINGS J Kt K2 LI L2 M NI N2 WFI WF2 Al w "Note m WFS WF6 AFT LL MM AA 88 CC DO NN 00 EE FF GG HH JJ KK A I'-6" 4'-0' I'-6" 1'-0• '-0" T'-0' 4-0• 3'-0• - 3 2'-6' - - 6 6'-O• 1 0'-B' - - 6 6'-0• - C 1,_6, 1._0. 1._1" I._0. 11_01, 9'-0• A'-0. 3'-0. - 3 2'-till a g._O. 1 01_8• - - 8 8'-O. - - E 1'-6" 6-0. 2'-0' 1'-0• I'-0" I I'-0" 4'-till 3'-0' 3 2'-till - - 10 10'-0' I 0'-8• - - ID IO'-0• - F I.-G. 6 '-6° - 2 0 1'- ' 0 I'-0.. Q.-O.. 4'- . 6 3'-0' = 3 - 2' 6' 11 11'- ' 0 1 0'- ' 8 - 11 II'- ' 0 - _ G P-6" T'-0' 2'-3- P-0' I'-0" 13'-0" 5'-0' 3'-0• - 3 2'-6' - - 12 12'-0' 1 O.-B. - - 12 12'-0' - - H 1 -6' ._ ._ 6 2.-3.. I -0 I -0' 19 -Q 5'-0 3'-0 7 2'-6• 17 13 -0 I O -B - 17 13 -0 - _ 1 I'-6" 8'-0' 21-61- 1'-0` I'-0" IC 5'-6' 3-0' 3 2•-6• 1V- • 9 9-0' 1 I D'-8' 6 4'-6' 14 14'- ' - - J P-6" 8'-6' 2'-6" 1'-0. P-O" I6'-0" 1 13 -6' 3-0• - 3 2'-69 1 1 1'-0' 9 9'-0. 1 0'-8. T 5'-3" 15 15'-0' - - K 1.-6.. 9.-0. 2 -9 I.-C. I1-0..I T'- " Q 61-0 3-0- 3 2-6- 1 1" 0' 10 10--0- I O.-S. 5'-Y' 16 Ifi -0 L I I -6" 4'-6' I_ I 3 9 I I 0" I_ " I B 0 6'-0 r 3' 0' _ 3 2. till 1 1' 0' 10 I ID.-O. I I_ , O B 8 I_ n 6 0 I I IT.-O. _ M I'-6" 10'-al 3'-0' I.-G. I'-O" 1910.- 6'-6' 3'-0r - 3 2'-6- 2 2'-8' 11 II'-0' I O'-8' 8 6'-0" 18 IB'-0' - IN P-6" 10'-6" 3'-6" 1'-0. I'-0.. 19'-O" Ei 3'-0• - 3 2•-6• 2 2'-8' 11 11'-0' 1 O'-8' 8 6'-0" IB 18'-0' - 0 '-6 11'-0" 6I'-0• '-0"20'-0" 7-0• 3-0' I 3 2'6•2 2'-0' I2 2'-0' I O'-8• 8 6'-0" I - Is I'-6" I I'-fi- 3'-9" 1'-0. 1'-0.. 21'-0" 7'-6- 3'-6r 1 3 2-6• 3 3'-0' 12 12'-0' 1 0'-B' 10 7'-6' 20 20'-0" - - 0 1'-6" 12'-0" 3'-9' 1'-0. I'-0.. 22'-0' 7-6- 3-6' 1 I 1 3 2'-6' 3 3'-0' 13 13'-0' 1 O.-S. 10 7'-6' 2 I 21'-0' - - R _ I fi _ 12 6 4._ 0 _ I ll _ I 0' _ 21 0 _ 8' 0 _ 3' 6 I 3 _ 2' 6 3 _ 3' 0 10 10 -0 I _ O B 9 6 -9 22 _ 22 0 8 4._ . 0 S P-6" I3'-0" 4'-a. 1'-0' P-O" 24'-0" 8'-6' 3'-6' 1 3 2'-6' 4 4-0• II II' -a. I O'-0' 9 6'-9' 23 23'-0' 8 Al-C. T 1'-6" 13'-6• e'-3., 1'-0. P-O" 25'-0" 8'-6' 3'-6' 2 3 2-6' 4 4'-0' 12 12'-0' 1 0'-B' 9 6'-9' 24 24'-0' 8 4'-C- U 6 14 0 3 I ll ll 26 -0 0 3 6 2 3 2--6' 0 12 12 0 1 O.-S. 9 6 9 25 25'-0' 10 5 0' V ,-tin 1 4'-6' 4'- " 6 1 '-0'-O" 2 T'-O" 9'- ' 6 - 3' 6' 7 3 2'-6• 5 - 5' 0' I O 1 0'-0' I O'- ' 8 U 9'-9" 26 26 '-0' I 0 5'-0' A 1 6 IS 0 6 I-0 ll 28 0 Ill' 0 3-6- 2 3 5 521 1 I 11.-0. I O.-B. I] 9-9 27 27 0 10 S.-I. X I'-9" 15'-6- 4'-9v 1'-33'� 1'-1'/e 29'-0" 11-0. 4'-0' 2 4 3'-4' 5 5'-0' 11 11'-0. 1 0'-1 1' 13 9'-9" 28 28'-0' 12 6'-C" Y 2'-D" Ile'-0" 4'-9" I-4• 1'-I'/e' 30.-0., 12-0' 4'-6' J 4 3'-4' 6 6'-0' 10 ID'-0' 2 O'-7• It 12'-9• 29 29'-0' 10 5'-0' 2 - 2' 0" - Ifi' 6" - 5' 0' I i_q1 " e I' I _ 31' 0" _ 12' 6' q._ . 6 3 q _ 3' 4' 7 Ti_ . 0 10 10'-0' 2 _ O' 7' I 7 12'-9' 70 30'-0" 12 _ 6' L" A0. 2' 0" I-a..5' D• I _In I' I 32. 0" 13'-0' 6 3 3 O II II' 0' 2 O IT 12'-9' 71 71' 0' 12 6' G" Be 2'-0" I7'-till 5'-3" I'-41/e" I'-I'/4' 77'-0" Ir-0. a•-6` 3 4 3"-A• 8 8'-0' 12 12'-0' 7 O'-W IT 12'-9• 32 32'-0' 12 6'-0" CC 2'-0" IB'-0" 5'-3" I' I' I/� 34'-0" 14•-6' 4•-6' } 4 13' 4- 9 9'-0. 13 13'-0' 2 0'-7' IT 12'-9` 33 33'-Or 12 6'-0" DO 2'-6" Ifi'-6' S'-6" I'-4s/1° 1'-I$' 35'-0" 15'-0' 5'-8' 4 5 4• 2' 8 8'-0' 12 I1.'-0' 2 0'-10" IT 12'-9' 34 34'-0• 16 8'-C• BE 2'-6" 19'-0' 5'-6" 1'-11'� 1'-13xS' 36'-0" 15'-6' 5--8' 4 5 1'-2' 9 9'-0' 12 12'-0' 2 O'-10" I7 12'-9• 35 35'-0' 18 9'-0' WF7 WF8 WFS WFIO WFII WING SIZE w707H SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE a LENGTH Ed FROM 70 VARY BY FROM veer BY A _ _ _ _ _ _ _ 4 6'-2' 4 3'-2 4 2'-2' 4 21-21 4�2" 4 - - - - - - - A 1._ " q A 8'-2- 4 3'-2 4 2'-2' 4 2'-2' 41_2. Coss D _ _ _ _ _ _ _ 4 9'-2• 4 3-8• 4 2-2- 4 2'-2" 4•-2" •. E - - - - - - - 4 IB'-2 4 T-8' 4 2'-2- 4 2'-2" 4'-2" 4 F - - - - - - - 4 Il'-2' 4 3'-8• 4 2-2' 4 2'-2• 1'-2" 4 G - - - - - - - 4 12'-2• 4 4'-2• 4 2'-2' 4 2-2- 4'-2" 4 H - - - - - - - 4 IT-2' 4 4'-2• 4 2'-2' 4 2'-2' 4'-2" 4 I _ _ _ _ _ _ _ 4 14'-2' 4 41-5' 4 2'-2' 4 2'-2" 4'-2" 4 J - - - - - - - 4 15'-2• 4 4'-8' 4 2'-2' 4 2'-2- 112" 4 K - - - - - - - 4 16'-2- 4 5'-2' 4 2'-2' 4 2'-2" 4'-2" 4 L - - - - - - - 4 I T-2' 4 5'-2• 4 2'-2' A 2'-2" "2" 4 M - - - - - - - 4 18'-2• 4 5'-8• 4 2'-2- 4 2'-2- 412" 4 N - - - - - - - 4 18'-2• 4 5'-8' 4 2'-2• 4 21-Y 4'-2" 4 0 - - - - - - - 4 19'-2' 4 6'-2• 4 2'-2' 4 T-2• "Z. 4 P - - - - - - - 1 20'-2• 4 6'-8` 4 2'-8' 4 2'-2• 4I-2• 4 Q - - - - - - - 4 21'-2' 4 6'-P 4 2'-8' 4 2'-2• 4'-2" 4 R 5 7'-4• 6'-7• O'-115' 8'-8' 7'-11- 0'-1%' 4 221-2- 4 7'-2 A 2'-8• 4 21-2' 4'-2' 4 S 6 7'-IV 7'-0. 0'-PA' 9•-2' 8'-4• P-lr/' 4 23'-2' 4 7'-8' A 2'-8• 4 2'-2" 41-2., 4 T 6 7'-IP _ 7' I' _ 0' I _ 9. 2' _ 8' 4• B'-I ye 4 24'-2' 4 _ 7' B' 4 _ 2' ell 4 _ 2' 2" 4_ 11 2 4 U 6 8 7 0'fy� 8 8 t' 0 IA 25' 2' 8' 2 2' 8' 2'-2- 2 V 6 8'-10' 7'-9. 0'-1w 10'-2' 9•-P 0'-lw 4 26'-2' 4 8'-P 4 2'-e' 4 2'-2v 4L2' 4 W 6 9•-1' 8'-2' 0'-136' 10'-P 9'-6' 0'-1V 4 27'-2• A 9'-2' 4 2--e' 4 2'-2- A'-2" 4 X 6 10'-4' 8'-11' 0'-IV 12'-Y 10'-B" W-1$' 4 28'-2' 4 10'-2' 4 3'-2r 4 2'-2- 412" A Y T I1 '-4' - 10' I' - 0' 1 yz 13 '-T 12 '-4" - P 1 yi A 29'-2' 4 1'- " 1 2 4 - 3' P A - 2' i" 4 L" 2 4 Z 7 - 11' 10• 10 '-A• - EF ly4' 4'-' 1 I - 12' 6" - 0' lyz' 4 - 30' 2' A - Il' 81 A - 3' P 4 - 2' 2' 4'- v 2 4 AS 7 12'-4' IB'-W 0'-135• 14•-T• IT-0- P-135r 4 31'-2' 4 12'-2' 4 3'-6' 4 2'-? 412" 4 BB 7 13' 4. II'-T 0'-I'' 15'-7• 13'-ill' B'-11$' 4 32'-2' 4 13'-2' A J'-P A 2'-2• 4'-2" 4 CC 7 IT -All 12'-P 0'-ly4" I6'-1' 14'-4• 011 y4" 4 33'-2 4 13'-8' 4 3'-P 4 2'-2• A'-2. 4 OD 7 14'-4r 12'-I' 0'-IW 17•-P 15'-7 P-IV 5 34'-2" 5 14'-2' 5 4'-2' 5 2'-9• 514" 4 EE 7 14•-IB• 12'-7 0'-IN' IS'A' 15'-5" W-IN' 5 35'-2' 5 11'-B' 5 4'-2' 5 2'-9" 514" 4 STEM BAR SPACINGS Will WV2 WVI WV2 WV3 WV4 Is WH2 a LENGTH LENGTH WING 0 P 0 R S T U V W X Y Z SIZ FROM TO VARY BY FROM TO VARY BY 512E FROM TO VARY BY A 6 6'-P' 5 6'-3' - - - - - - 1 1'-3' 4 4'-11• 2'-91 0'-4y' 6'-10' 4'-8• 0'-A;J- 4 4'-1 In 2'-8' 0'-5%x 7 7' T_ - - - - q ._ �_ ._q1 �� T�q�� q�_ ._4i . 4 ._7. C 8 8'-0' 6 7'-6' - - - - 1'-O" 1 I'-3" 4 5'-11. 3'-0" 0'-416• 7'-10' 4'-I I" 0'-4By 4 5'-II" 3'-2' 0'-5%" E ID 10'-0" 8 10-0' - - - - 1 0'-9' 2 2'-6" 4 6'-II' T-3- 0'-4V 8'-10' 5'-2' 0'-4%' 4 6`11- 3' 3' 0'-5JP F II 11'-0" 9 11'-3' - - - - I'-3" 2 2'-6" 4 7'-5' 3'-3. 0'-4yr' 9'-4 5'-2- O'-Iy7 4 7'-5- 3'-2• 0'-5%' G 12 12'-0" 10 12'-6" - - - - 2 1'-911 2 2'-6" 4 7'-1P 3'-G' 0'-4W' V-10' SIAS' 0'-4%' 4 7'-II' 3'-4- 0'-5/z" H 13 13'-O" 10 12-411 - - - - I P-0" 3 3'-911 4 B'-5' 3'-6• 0'-4'/z" 10'-4r 5'-5r 0'-4y{ 4 a15v 3--al Or--' F` 1 9 9'-0' R 13'-9" 6 A'-6" - - 2 V-6' 3 3'-9" 4 6'-11' 3'-7• O'_A%r 0`7 5'-6" 0'-4%' 4 8'-11" 3'-10' 0'-S;/' J 9 9'-0' 12 15'-0' T 5'-3" - - 2 2'-O" 3 3'-9" A "'-1'. 3'-8' 0'-4yi' 8'-II' 5'-7' 0'-4yi 4 9'-5" J'-9' O'-5s/W" K 10 10'-0" 13 16'-3" 7 5'-3" - - 1 1'-3" 4 5'-N' 4 7'-7" 311r O'-4%x 9'-6r 51100 0'-4%' 4 Ellis 3'-I lr O'-5'1le L ID 10'-0" 14 17'-6" B 6'-0' - - 2 1'-9" 4 5'-0' 4 1'-9' 4'-D^ 0'-4yz' 9-8" 5'-11" 0'-4yj 4 10'-S' 3'-10' 01-5%' M II 11'-0" 14 17'-6" B 61-0' - - 2 2'-3" 4 5'-0" 4 8'-4" 4'-3' 0'-4W' 10'-3- W-2" 0'-4%' 4 10'-II' W-5- O'-5yt' N 11 II'-0" 14 17'-6" B 6'-01 - - 3 219" 4 5'-D" 5 8'-10' 4'-9' 0'-4%c 10'-9' 6'-8" 0'-4%" A 11'-5" 4'-1 1' O'-5'1le 0 12 12`-Ox 15 18'-9' B 6'-0' - - 2 2'-W 5 6'-3" 5 9'-3" 4'-9' 0'-4'/0 11'-7r 6'-8" 0'-4y{ 4 II' -II- 4•-10r 0'- %x P 12 12'-0" 16 20'-8' 10 7'-P - - 2 2'-6" 5 6'-3" 5 9'-3" 4'-10" 0'-4%" 1P-3• 6'-9" 0'-4%" 4 I2'-5" 5'-P O'-5'.le 0 13 13'-O" 17 2l'-7' 10 7'-6" - - 3 3'-0• 5 6'-3" 5 9'-9' 4'-IO" 0�4y7' 11'-8' W-9" 0'-q'/= 4 12'-11. 4'-11- 0'-5%. R 10 10'-P' IB 22'-6' 9 6'-9' 8 4'-0" 3 3'-fix 5 6'-3" 5 8'-9' S'-I' 0'-4%11 10'-9' 7'-O" 0'-4%- 4 I3'-5" 5'-1' O'-5'/i' S II II'-0" IB 22'-6' 9 6'-9" 8 4'-0" 3 2'-9• 6 7'-6" 5 9'-3" 5'-I' 0'-Rya II'-P i'-0" 0'-4y7 4 IS' -I I' S'-5• T 12 12'-0" 19 23'-9• 9 6'-9' 8 4'_01 3 3'-3• 6 7'-6' 5 9'9' 5'-4' O'-47/e" IV-9" T-3'. 0'-4%" 4 14'-5" 5'-7• O'-5'/2' U 12 12'-0" 20 25'-0• 9 6'-9' 10 5'-0" 3 319• 6 7'-6" 5 9'-10' 5'-4' 0'-4yz" 11'-9' 7'-3• 0'-4yz a 14'-IIr 5'-6' 0'-5 1. V I 0 0'- ' I 0' 2I 26 '-3' I 3 9'-9" I 0 5'- " 0 3 ]'-0' 7 B'-9" 5 9'-7' S'-7' 0 '-4 " 1'4 I I '-]' i'-6" 0'-4 3/s' 9 �. I 5 5 5'-8' - 0' S' " /z W II II' -Cr 22 7,_ 2 6 13 9'-9' 10 _ 5' 0" 3 _ 3' till 7 8'-9" 5 9�9' S ,_y. 0 q I n /: _ II' 8' 7,_ ,� 6 0 ,_ql /2 q _ IS' II' S �_7. 0�5 " 'ifs K II 11'-0" 22 27'-fir 13 9'-9" 12 6'-0• 4 4'-0• 7 8'-9" 5 10'-2' 6'-l' 0'-4%x 12'-1• 8'-0" 0'-4%' 4 I6'-W 6'-5r O'-SyT" Y 10 10'-O" 23 28'-9' 17 12'-911 10 5'-O" 3 3'-3• 0 10'-0' 5 10'-I' 6'-41 0'-4y2' 12'-0' 8'-3• 0'-4'/j 4 17'i" 6'-7r 0'-5%" Z 10 10'-0" 24 30'-O" I7 12'-9" 12 6'-0' 3 3'-9" 8 10'-0' 5 10'-4• 6'-7• 0'-43"q" 12'-]• W-6" 0'-4%. 4 17'-ll' 6'-9' 0'-Site AA II II' 0" 25 JI' 3' I 12'-9" 12 6' 0' 3 8 10' 0' 5 10' 9' 6 0 /z 12' 8' B' 6" 0 /z 18'i" 6' 8' 0'-5 ' a4(l' Be 12 12'-0" 26 J2'-6' IT 12'-9" 12 6'-0' 4 4'-9• B 10'-0' 6 1P-7 6'-10• 0'-4%' 13'-4' 8'-10" 0'-A%' 1 18'-II' 6'-10- 0'-5yz" CC 13 I3'-0" 26 321-6' 17 12'-9" 12 6'-0' 4 4'-0• 9 HP-3• 6 II'-9' 6'-10' 0'-4yz" 13'-9' 8'-10- 0'-4yj 4 19`-5" V-2' 0'-SWx DO 12 12'-0" 27 33'-9' IT 12'-9" 16 8'-0" 4 W-6" 9 11'-3. 6 12'-1' Ta' 0'-4%" 14'-I' 9'-7' 0'-4%. 4 20'-5' i'-10" O'-5'/z" EE 12 12'-0" 28 35'-0• IT 12'i" IB 9'-On 4 5'-0• 9 I'-J• 6 12'-I" 7'-7' 0-4yz" Id' -I' 9'-7• 0'-4yz• 1 20'-I I' T'i' 0'-53{t" FOR TYPICAL SECTION, NOTES AND OTHER DETALS, REFER TO STANDARD BCS-DT. I SCS-40 u Z ¢ W'a ¢J�1 OIIAN./LF HEADWALLS SPAN R6HT W4I� OJU o z 4_ ¢uJ1J OWFto A, 5, 6 XWI wu JJ¢< LZ za - U,C 3m JOJ Z0 W 6 i V4�_ JwCw ?U` 0V u F 3m lV�1OyJIH F2�" O0N < • 3 13JW S J J! Z L 3 3 16.104 a 400 55. 206 5'-IL)- 6 51-6" 1.038 33.044 1.042 33.044 A 3 4 17.596 a 449 51.804 5'-10• 6 5'-6" 1.131 33.044 1.134 33.044 C 4 3 19.524 0.490 61.854 6110' 6 W-6" 1.161 39.052 1.169 39.052 8 4 4 20.936 0.530 65673 6'-10' 6 6'-6" 1.235 39.052 1.242 39.052 C A 5 22.348 0. 579 T7.399 6'-10' 6 6'-61. 1.328 1 39.052 1.335 39.052 E 4 6 23.760 a 636 Sam 611 a, 6 6'-6" IA40 39.052 1.447 39.052 H 5 3 22.864 B. 643 81.426 7'-10• 6 T'-6" 1.259 45.060 1.269 45.060 8 5 5. 5.060 ] 45.0 0 5 5 25.688 a750 95.374 T-10" 6 7'-6" 1.444 45.060 I455 45.060 F 5 1 26.512 0.818 123.095 7'-Rr 6 7'-6" 1.630 45.060 1.640 45.060 J 6 4 27,616 0.819 112.541 8'-10' 6 81-6" 1.437 51.068 1.451 5I.D68 D 6 5 29.028 ame II&B3 B'-10" 6 B'-6" 1.530 51,068 1.544 51.068 F 6 6 30.440 0.916 129.740 B'-10• 6 81-6" 1.623 51.068 1.636 51.068 H 6 7 31.852 Q 965 144. 111 0'-10• 6 8'-6" 1.715 51.068 1.729 51.D68 J 6 8 33.264 1.045 1% 235 8'-10• 6 8'i" 1.808 51.068 1.822 51.D68 L 1 4 30.956 0. 987 143.621 9'-Ia- 6 9'-6" 1.512 57.076 1.529 57.016 D 7 6 33.780 1.094 161. BD7 9'-10• 6 9'-6" 1.698 57.076 I.T 15 5T.076 H 7 8 36,604 1. 101 18&D2 9'-1Or 6 9'-6" 1,603 57,076 1.900 57,076 L 7 10 39.428 1.453 266 363 9'-10' 6 9'-6" 2.032 57.076 2.049 57.076 P 8 9 34.296 1.206 159.065 10'-10• 6 10'-6" L590 63.084 1.611 63.084 E 8 6 37.120 1.318 17L 663 10'-10, 6 10'-6" 1.773 63.064 I.T94 63.084 I 8 8 39.944 1.412 236 248 10'-IO• 6 10'-6" 1.959 63.084 1.979 63.004 M 8 10 42.768 1.690 29&216 10'-IC" 6 10'-61 2.107 63.084 2.127 63.084 0 9 4 37.636 1.421 BE, 129 11'-10' 6 II'-6• 1.642 69.092 1.666 69.092 E 9 6 40.460 1.519 197.639 II'-10' 6 11'-6• 1.828 69.092 1.851 69.092 I 9 8 43,284 1.615 230. 749 II'-10' 6 II'-6' 2.013 69.092 2.037 69.092 M 9 10 46.108 1.851 3X 193 1 P-10• 6 1 1'-fill 2.162 69.092 2.185 69.092 0 9 12 48.932 2.201 425. M3 II'-10' 6 11'-6' 2.202 69.092 2.224 69,092 U 10 4 40.9 % 1.621 231,746 12'-1 D' 6 12'-6• 1.691 15,100 1.718 75.100 E 10 6 43.800 1.736 244.494 12'-10- 6 12'-6• 1.872 15.100 1.899 75.100 1 10 8 46.624 1.848 296 T23 12'-10' 6 12'-6" 2.054 75.100 2.081 75.100 M 10 10 49.44E 2.081 wx 781 12'-10' 6 12'-6' 2.194 75.100 2.221 75.100 0 10 12 52.272 2.461 463231 12'-1 IT 6 12'-V 2.236 75.100 2.262 75.100 U 12 6 50.480 2.22? 324.329 14'-10' 6 14'-6" 1.953 67.116 1.987 87.116 J IZ 8 53.304 2.323 35651 14'-10' 6 14'-6ll 2.138 87.116 2.112 8T.116 N 12 10 56.128 2.523 431. 964 14'-10' 6 14'-6' 2.287 87.116 2.320 8T.1 Ifi R 12 12 58.952 2.942 5X 328 14'-10' 6 14'-G' 2.327 87.116 2.359 87.116 V A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SINGLE BOX CULVERTS 30 TO 40 FT. FILLS VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07/11 10D2.7 WFI WF2 WF3 WING SIZE] a LENGTH Eo 512E a FROM TO VARY BY LENGTH FROM TO VARY BY Eo SIZE a LENGTH FROM TO VARY BY FROM TO VARY BY A 4 6'= ' 7'-9- 2 4 1'-2• B'-2' - 2'-6' 9•-6' - 2 4 7-5' 2'-6' B'-71.I" 4'-9' 3'-11' 0'-37A' _ _ q 0'-5' _ 9' 9' 2 4 _ 1' 8' _ 10' B• _ _ 3' 0' _ 12' 0" _ 2 4 3'-5' _ 2' 6' = 0' 1 4'-9' _ 3' 11' 0'-:�' 3 E A 10'-5' 11'-9' 2 4 4'-11" 4 =11' - 6'-3' 6'-3' - 2 4 T-II' 2'-G' 0'-116' 5'-3' T_11' 0'-:i$' F 4 11'-5• 12'-9' 2 4 5'-5• 5'-5' - 6'-9• 6'-9' - 2 4 3'-11' 2'-6' 0'-Iy2• 5'-T 3'-11' 0'-lyz' G 4 12'-5' I7'-9' 2 4 T_ 6 _ 7' 6 _ 8'-11' B'-ll' _ 2 4 4Y_ , 5 _ 2' 6' B'-1y' A _ S' 9 3'-II' _�a 0' i ' A H 4 3'_ 1 5 I q�_g• 2 q _ 8' T 8'-2' _ q._ 6 _ 9' 6' _ 2 q 4'-5• _ 2' 6 B'-1 S'-9 _ 3' 11' _ 0' 1 ' JL I 1 5 IS 9' 2 .1 J' sill 6'-0' 11' J' S' 3' 6' 8' 2 0 2' 6' 0' 2' S' 9' 3'-10' 0' 2' 15'-5' Ile' 9' 2 10 2 6 % II' ll' 5 6 # 2 3'-11' 2' P 0' I % S' 7 3' 10' 0 1 % 4 4 16'-5' T_ r I 9 2 4 _ 12' 2' _ 6' 6' _ 5' 8' _ 13' 6' T_ 1P y_g• 2 q q._ 7 _ 2' 6' _tr 0' 2A _ 5' 8' _ 3' I]' _1r 0' 2/v L 1 -5 18'-9- 2 12'-II 6'-II 6' 0 1 7 8' 3 2 4'-7 2 8' 2' S 3' II e'-2' M 4 18'-5- 19'-9' 2 4 14'-4• T-5- 5'-5ya' 15'-8- 4'-10" 5'-5ye' 2 q 4'-7• 2'-7- 0'-2V,' 5--ill T-II' 0'-2ye' N 4 - 18' S' 19'-9' 2 A 14'-4• 3'-5' S 5 r /e - IS' P P 5 -5 ' ya 2 4 4'_7' 2 _]. 0'-2 S'-11" _ 3' II' _ 0' 2 ' 0 19'-5' 20'-9' 2 IS'-8' 5'-8' 5'-0' 1 -8' 7'- P 5' P 2 5'-P 2'-7' 0'-214' 16 6'-1' 3'-II' 0'-21§' 36 P 4 20--5- 21'-9' 2 4 19--l" T-4- 5'-3• 20'-5' 4-8- 5'-7 2 4 5-3' 3'-0• 0'-2V 6'-B' 4'-4' 0'-2V 0 4 21'-5' 22'-9' 2 4 20'-0' T-G' 5'-6' 21'-5' 4•-11' 5'-6' 2 4 5'-4r 3'-0' W-236' 6'-B' 4'-4• 8'-2%. 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CD'LLINS7 F---I Lic. No. 035791,a p 10/13/20 OI�LSInArAT. Z O J C_ Z Ln W Go � O Z Z OI'MI In J Q u 7 H_ Z W K W Z Z W E f O U N Q CY W C_ LU W 1.0 W O O O N N N CD O Q N M 0 N N trp r r 1 J. L'' J J 0 U z J I01- Q 0 T� C6 O U) J W 0 J X 0 W JOB NO. 182150 SCALE NONE SHEET NO. 31