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HomeMy WebLinkAboutSDP202100016 Plan - Revision 2021-04-22GENERAL NOTES OWNERS: TMP04600-oo-oo-oi9B4 CROCKETT CORPORATION BROOKHILL BLOCKS C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi9B4 D.B. 5oii, PG. i7o 162.75 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMAzoi80oon WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, z019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER g, 2oi6 BY BOS WITH CONDITIONS. I I TOTAL PROJECT AREA: 04600-oo-oo-oi9B4-162.7S AC. (PORTION OF) I I I BLOCK g - io.99 AC I I I BLOCK io - 9.66 AC llll! 11111 BLOCK n -13.91 AC I I I TOTAL EE 34-56 AC I I II I I II PROPOSED USE: 85 TOWNHOUSE (VILLA) UNITS II I ALLOWABLE DENSITY: BLOCK g: ig UNITS (MIN.) TO 57 UNITS (MAX.) I I I BLOCK io: 9 UNITS (MIN.) TO 27 UNITS (MAX.) I I I I BLOCK n: n UNITS (MIN.) TO 53 UNITS (MAX.) I I II I I I PROPOSED DENSITY: BLOCK g: 32 UNITS II BLOCK 10: 25 UNITS BLOCK ii: 28 UNITS I I I REQUIRED SPACE: Bg Bio 1311 OPEN SPACE PROVIDED: Bg Bio Bss CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS 1 TOTAL GREEN SPACE o 1 i.8ACRE5 1 o 1 2.8ACRE5 1 4.6 ACRES 0 1 3.6ACRE5 I i.o ACRES I o.i ACRES 1 4.7 ACRES 1.2 ACRES I B.z ACRES I i.3ACRE5 1 o 1 10.7ACRE5 CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTALGREENSPACE o 1 2.47ACRES I 1.2ACRES I 2.49ACRES 1 6.2ACRES 0 1 3-94ACRE5 I o.go ACRES I 0.3o ACRES I 5-14ACRES 1.47ACRE5 I 8.66ACRE5 I i.68ACRE5 1 o 1 11 R, ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. I I li I I MAXIMUM - 3 STORIES I4o FEET I I I I BUILDING FOOTPRINT: io,000 SFMAXIMUM I I I I SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5 TO BLOCK ig I I I I FRONT SETBACK: 8' MIN. & z5' MAX. I I I I PORCH SETBACK: 5' MIN & z5' MAX. I I SIDE SETBACK: 5' MIN & NO MAX. I I I SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. IJ I I REAR SETBACK: W MIN. & NO MAX. IQ I I GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB & GUTTER II ILu I I I __I = I I WATERSHED: SOUTH FORK RIVANNA RIVER I I �It� AGRICULTURAL/FORESTAL DISTRICT: NONE iG I I I TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN IW W I I SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. V% _J I BOUNDARY INFORMATION WAS COMPILED BY LINCOLN M CO I I SURVEYING ON MARCH 7, z015. FIELD VERIFIED BY COLLINS I N Q I ENGINEERING IN SEPTEMBER OF 2020. W c I I yI II DATUM: NAVD 1988 I v l 1 EXISTING VEGETATION: MOSTLY WOODED. p I 10Y I I II PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS I 1 OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. IJ I I LIGHTING: NO LIGHTING IS PROPOSED. II I I II PHASING: THESE BLOCKS SHALL BE DEVELOPED AS ONE (i) PHASE II II II RECREATION: UPLAND PARK (CIVIC SPACE #z) II I I i. OUTDOOR PLAZA AND MEETING AREA z. TOT LOT PLAYGROUND AREA I I 1 1 3. OPEN RECREATIONAL AREA I I I I y 4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, I I 1 TENNIS COURT, OR SPORT COURT I 5. MINIMUM 5 SPACES FOR PARKING 6. TRAIL CONNECTION TO THE GREENWAY TRAILS I I NOTE: UPLAND PARK AND OPEN SPACE AREAS WILL BE MAINTAINED BY THE HOA. I I RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN 50% OF THE UNITS HAVE I I I RECEIVED CERTIFICATES OF OCCUPANCY. I I I I 11 PARKING: TWO (z) OFFSTREET PARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT. I I I ONE i ON STREET PARKING SPACE PER EVERY UNITS IS REQUIRED. O 4 I I I I pppp { 85 UNITS If = zz PARKING SPACES REQUIRED I I I 32 ON STREET PARKING SPACES PROVIDED I I If BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS ]: OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. I BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK I AREAS. 1 i i FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co280D I I� DATED FEBRUARY 4, zo05. IN ADDITION, A DAM BREACH INUNDATION ZONE I I EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL I I I DAM LOCATED UPSTREAM OF THE PROPERTY. I I II tt LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE I I I li WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE I I I I I INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES I I I I ALONG THE ROADWAYS. I I I � � 717171 LANDAREAS: OPEN SPACE: 21.43 ACRES(62.0%) LOTS: 7.43 ACRES (21.5%) I ROW DEDICATION: 5.7o ACRES (1(6.5%) I II 1 PROPOSED IMPERVIOUS AREAS: ROADS &SIDEWALK: 158,632 SF BUILDINGS, PATIOS/DECKS: 16o,65o SF DRIVEWAYS: 37,9i8SF I I I AMENITIES: 11,620 SF I I TOTAL IMPERVIOUS AREAS: 368,820SF (8.47ACRES) I I I RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. LILLL UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET 16. 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. 91 10f & 11 FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I. / / 1u_j i 1�21 e --------------------------------------------------- ------------------------------------- 4 A. q 'I �a ! m PROPOSED ROUTE ag BUFFER ® 1 r'ioDE BUFFER (7o'NATURALUNTURBED BUFFER 3oPLANTEDIREFORESTED 1 BUFFER) A OPEN SPACE � a It ~ ll I ;V a \\\ EXTENSION OFARCHER AVENUE TOASHWOOD BOULEVARD TO BE COMPLETED (UNDER A N m _ SEPARATE SET OF PLANS) IN ACCORDANCE y WITH THE APPROVED BROOKHILL PROFFERS qv �. LOT * �\ In,, LOT LOT LOT AF PROPOSED GREENWAY - \ OPEN SPACE A, \ - LOT LOT LOT I \ LOT '.3 34 35 LOB LOT 7 OT LOT J!; L8T LOT j� Ral e v L � `! FUTURE ROAD EXTENSION �j�., v v ' - LOT _ - ,a ;L0 1yNE Lor (UNDER DIFFERENT SET OF PLANS)" \ \\ \ SF 3° _ ,y - woao \ . 4% LOT ® \ LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT __ __s_� EXISTING VEGETATIVE/LANDSCAPE BUFFER --- ---- GREENWAY BUFFER ---------- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING -------2oa ------ EXISTING CONTOUR _W PROPOSED CONTOUR 506.71 TIC 506. 27 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.77 Tw 506. 21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Oo OO QO OO 100 YR. FLOODPLAIN Lor ` -- ,,z \\ \.- •\•. \"� '\ `\\ LOT C �i 1 LOT �I 9 LOT !! \ LOT 1 LOT sv 44 2° 1 - �'T. �N,9 M LOT 45 LOT46 L lz a yy I r,, Pow l� I LOT 1 J '�� Lor � v • `.. w v � � ' z6 LOT 13 zq LOT �i LOT I ! LOT T'. e4 PROPOSED GREEN\NAY LOTJ jLOTLOTsLOTLqe �\ s LOT ,L -@ !�•' " \\\ - 6z \ OF EN SPACE j LOT \ I \ A,, . Ta \ P° . 4 LOT �oz �\ o� `� LOT _.....v..,� .y 65 LOT r- �II ` / LOT 5 Ge��P ... 6 05 L84 r` \M °s�]?.9 ./• 66 LOT,. .1 LOT r ,, i6 /\ • / LOT `\ +., wor .�.9n OPEN SPACE 83 LOT 4, \ ',,:_'c,F�... `/ \ \• r < \\V� \\ D LOT LOT \�- $z LOT / ' \y \19 \ • ., .� .l 'OPEN SPADE , _. .�✓' v� ,< a' , L LOT ai >� . I ' • �! v . ' _ .,.,--- Lor ,\�-\ _ a \. \` LOT �\ PROPOSED GREENWAY 1 n Lor ! 6 \ o \ 7 7s LOT � LOT r I , --- " " "' , 74 LOT �" •L..l' LOT 6 PROPOSED GREENWAY '' - 1 ..\\ -� ` \ LOT j LOT 6q ... -1. • • . " • - " �- .�y R LOT . 0 OF ✓� i � �1 1 " 1 I I _ J , I ---------------- �- 1� I. - - III I I IPIII SHEET LAYOUT SCALE: 1" = 100' POLO GRQUN VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title I COVER iA PROFFERS iB PROFFERS z OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 5A LAYOUT PLAN 6 UTILITY PLAN 6A UTILITY PLAN 7 LAYOUT & UTILITY PLAN 8 LAYOUT & UTILITY PLAN 9 GRADING & DRAINAGE PLAN io GRADING & DRAINAGE PLAN ii GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 NOTES & DETAILS 14 NOTES & DETAILS 15 LANDSCAPING PLAN 16 LANDSCAPING PLAN 20 TOTAL SHEETS ROAD CROSS SECTION NOTES 1. ARCHER AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OFTHE ZMA201500007 CODE OF DEVELOPMENT. ARCHER 5 7 AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OF THE COD TITLED "FIGURE io: CONNECTOR ROAD AND MAIN STREET CROSS SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED ARCHER AVENUE ROAD CROSS-SECTION. z. EUSTIS AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT. EUSTIS AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE 25 OF THE 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 OFTHE ZMA201500007 CODE OF DEVELOPMENTAND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA LANE AND KOCH COURT ROAD CROSS -SECTIONS. 4 FLORA COURT WILL BE DESIGNED TO THE "PRIVATE STREETS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA201500007 CODE OF DEVELOPMENT AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA COURT CROSS-SECTION. APPROVALS PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATIO) HEALTH DEPARTMENT SCOTT/R. C'IILLINS2_ Lie. No. 035791 a 4/20/21 �g,Oj In z w E f O U z O J _ O U U) Z 0 =J IS)QQ J OZ IS Q � w m rA j z Q w LU V/ w H a 0 w W w 6 a c a Gn z C'M CO Q N J or M L LU N CD ~ (n J N 1 > z w U_ J J_ ` > J� TI W TI F- C6 O oof \ O w \ . Q _ ,--I O U U �I P LU Ul W _ O F- _j LLJ W I F_ J U) J JI- H� = LLI N J Q � O (] OO N U w J H F- F w w O w DATE a 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 referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section g P 8an gn section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a Per "market -rate" dwellingunit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 "Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven Y rtY seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable 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 Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a vane of housing es including but not limited to for sale units rental units J 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 P g 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 homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the 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 (11) 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 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 (50m) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii a certificate of occupancy for an units within a multi -family dwelling J ) p Y Y Y g 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 any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tern, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P 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 Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for hi -Kind Contributions, as referenced in Proffer 6, shall be increased to $31 completes the construction of the Rio Mills Road Connection. 086662.86 if the Owner 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 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 In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the J P In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request 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 SCOTT/R. CULLINSZ Lic. No. 035791,E p 4/20/21 c`j 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. H Z W 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 Zo v 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 (/� ,~a, D Owner shall be relieved of any obligation to install a traffic signal. • v O En Co LU 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the0 'n a property: Z O a m F- m A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's ,,HA w Z a design standards for a Class B- type 1 primitive nature trail, shall be established within the V l w Greenway as described within the Code of Development. The general location of the Trail Network o is shown on the Application Plan; however exact trail locations shall be determined by the Owner \H / LUm based on site conditions and in coordination with the County. Installation of the Trail Network W j LU 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 W N o maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear ¢ N a notation that the Greenway area is dedicated for public use. If, at the time the County requests o ry dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision "' v 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 � P J 0') for Parks and Civic Spaces as described in the Code of Development and generally shown on the P P g Y Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance ti co Z Page 4 of 11 C'7 a 6' J N UJ N C)�J I r ^ 0' Services Department. At the option of the County, and in lieu of the construction of a school, a public park N W N J may be established by the County on the Elementary School Site. > 8. Public High School or Institutional Use Site. LL LL_ Within one year after written request by the County, the Owner shall dedicate to the County, by General J Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or J such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - "High dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled School C/) T� Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements [lJ T� or warranty as to suitability. � 06 9. Historic Resources. J C)A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the Q = T� National Register of Historic Places. Owner shall address any adverse impact to this designation U 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). I M 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 L1LJ �+ 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. `J C. Greenway Area Woodlands Camp. There shall be no land disturbance by (honer or by any of its in O licensees or successors of the Woodlands Cam located in the Greenway Area and identified in P Y J the Phase I Historic Resources Study for the Project. LU w M I.o ThisProffer m n m x in number f h f which shalloriginal Statement t a be executed an umbe o counterparts, each o w c sal be Y Y IP and all of which together shall constitute but one and the same instrument. J U) J J w = [Signature Pages to Follow] o J c5 O O OO N m U 0 O Page 8 of 11 i LU LL. LL. O d R rr JOB NO. 182150 SCALE N/A SHEET NO. 1A W PHASE III ROADWAY IMPROVEMENTS- a \ ,, PHASE II ROADWAYIMkOVEMENTS PHASEIINTERSE�C'TION �� �Z O IMPROVEMENTS / OA PHASE IROADWAY IMPROVEMENTS PHASE IV INTE RSECTION ON � IMPROVEMENTS / Aro w / 0 t W I � wwGAouxDS Row/ _ i E� f pDUN' TREE Rr' PHASE I INTERSECTION PHASE IV R ADWAY ' ,DM�PROVEMEMS IMPROVEMENTS Ma 6UR BROOKHILL TRA C PHASING PLAN c L \ , rt Nof M bnPv *-RcfJ. qSy \ OOOBOv( I � AO H - �. \ ).\ ♦ CRp55�ALK DESTR)\ PROP05rD VOMRD0DUT 9\\ 0 \ l" BAPROVEMENTS-S'MM P;,! Of ..PpROPOSED S�R. MONG CONNECTOR RO� \' �� z P SED LAN F AL GC...... �ORR�X 5 ) PROPOSEDP I i PATHIpIAYC E V Y Y--c-J•--� \ N III \ I \ y. PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS CONSTRUCT(.)NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH 9750E STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM SR' OF STORAGETO 20e OF \ STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (O LEFT -TURN AND (d RIGHT -TURN LANE CONSTRUCTANEASTBOUND LEFT -TURN LANE ON POW GROUNDS ROAD WOH25R FEETOF STORAGE INTERSECTION 3 • OA R/RI ROADWAY E TRANCIETOROI • CONSTRUCTANORTHBOUND RIGH TURN LANE ON US 29 WITH 1 R OF STORAGE. PHASE II INTERSECTION IMPROVEMENT S INTERSECTION 4 OTNORTHBOUND ROADWAY TO PROVI DE (I)LEFT TURN IANE I (TED MEDIAN T LANE RESTRIPE P • PAINTED MEDIAN TO PROVIDE WESTB OUND LEFT -TURN LANE ONA OFSTORAGE. BOULEVARD WITH IPEOFSTO AGE. _ RESTRIPE EAS TBOOACH TO FROM • BOULEVARDAPPROACHTO PROVIp (� RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS __ ____ INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE (R) LEFT - TURN LANE AND (.) RIGHT -TURN LANE CONSTRUCTAN EASTBOUNDLEFT. TURN LANE ON POLO GROUNDS ROADWAYWNHR&OFSTORAGE 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 •*.s,n. lYV-OLW .� IZABETH ANN OGL BYYH UGEI d Dale: %I g' rZ a OWNERS of Tax Map Parcel 04600-00-00-01800: By: , CHARLES R HAUG�USTFE By: C DOUGLAS B.0 BY, TRUSTEE Date: 5- W—/`j 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: 0-4, IY, Ytf'n EA�J iU C Ann O. Haugh, Its President Date: " SA tot 9 Page 9 of 10 NOTE: POLO GROUNDS ROADWAYANDI / �/ j..... SHOWN IN THISEXHIBITIS FOR ILLUSTRA / ; X' FINAL DESIGNAND LANE CONFIGUMTIO / t. 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 I5 Y w � I rP.XR - SALAMANDER _. TUNNEL 15 THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i I •or ���,,�', vY� � 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 -I Am OO. Haugh,' Its President 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 t 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 O4600-00-001 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-0191111, 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 04600-00-00104600-00-00-01800, 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 County Board of Supervisors waived the Planning 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 reared for ZMA 2018-11 and its attachments including the prepared 8 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 herebyapproves ZMA 2018-11 with the proffers dated April I8 2019. PP P P , 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 Supollsors Ax Nay Mr. Dill Y Mr. Gallaway _ Y _ Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Ma Parcel 04600-00-00-019B1: s''-' P ✓ BROOKHH.L APARTMENTS, LLC, a Virginia limited liability company ffS)LCOTT R. LLINSZic. No. 035791 By: CDG Holdings, LLC, Managing Member "0 4 20 21 4 By: Haystack Corporation, M ger ��SSIONAL E�Ol� By: Andrev cGinty, Its President Date: S 23/2a raj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend MI'L Manager By: Alan R. Taylor, is President 1-- Date: �IRyI1R Lu r g O V Z O J a 0 to s un un DO Z W J � (n Q Z J O Lu (n F- DO z a W Lu Vl W u o W > Uri LULu W SEE` 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 07 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 C~7 i WHEREAS, the Commonwealth Transportation Board approved the remainder of funding co necessary to complete the connector road to be awarded to Albemarle County through the Smart I� Scale program based on Albemarle County's 2016 Grant application; and I; `1 y WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle .4 County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed co alignment of the connector road; and 9 f WHEREAS, the Virginia Department of Transportation received public comments on the I preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and N O WHEREAS, the public comments received by the Virginia Department of Transportation 0) supported the proposed alignment of the new connector road. N NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors N hereby fully endorses and supports the proposed alignment as presented by the Virginia Q 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 elf construction. AIL. J I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct ♦ J 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. (/) i L1J Clerk, Board of Countolpervisors F— Ave Nay 0 O Mr. Dill Y Mr. Gallaway Y Of Ms. Mallek Y Q Ms. McKee) Y Ms. Palmer Y U Mr. Randolph Y 1 LU ZLU LU � U) JLU LL JQ O O N W J z H� 06 U) W LL T� LL d 0 W J H� 0 LL W J ti u ~ W W i (=n JOB NO. 182150 SCALE SHEET %A o. 1B H OFF NOT SCOTT R. LLINS'Z LiC. No. 035791 THwpOpQ}, c� J PROPOSED TRAILHEADACCESS AREA T V-`•qRb C� PROPOSED ASHWOODBOULEVARDCONNECTION — THOR UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT - J y cJ l Z Z ��a� 4/20/21 S OY R MORE INFORMATION REQUIRED BUFFER \ EPO N o LU w ZONAL E PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO �� *_•, / % r j CO ACCESS THE MULTI TRAILWA \� s 9p HwOpp = a -USE / �� q W J LUo VOO C w o FOREST LAKES �Q NEIGHBORHOOD I SITE Z x W IMPROVEMENT • 4 BS,1 O sp `, Ln _ SWM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� c \ V R O M �O 7Z�S q0 � UI m � . 0 U W z w ' CONNECTION TO FOREST LAKES ? „ p PO F U :, LOGROUN OSROgO _j J JJ < oz J PROPOSEDI "I © IIl / I' ALBEMARLE COUNTY --� -� -- RESERVED STEEP SLOPE O ( ? O PRIMITIVE ) 3 I TRAILWAY BLOCK 1 a " (TYP.) Q, o o V Z v l ° Z c0 U o ca m n w TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000' h� a DEVELOPMENT I w �� AREA(TYP-) I g O AN COURT 3' � + A / O Ze �-J< O uin ^ o¢ m GENERAL NOTES / : r ' OWNERS: TMP o4600-00-oo-oi8oc TMPo4600-00-oo-oi8Ao > w z .. ¢ D ` BLOCKIS III , , , .->, --- - ` F�.: '/ - - � I ` -" -TRUSTEES - L,� - HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J.E.1. OGLESBY JR,T ELIZABETH ANN OGLES BYH PARK ST SEMINOLE TRAIL � Q � ROP r E •\ EP /// ==y.- '', ✓ % I ` 435 x575 CHARLOTTESVILLE, VA xagoi CHARLOTTESVILLE, VA 22902 Z w m T.M. 6 - 188 4 HORNE LAND CORPORATION _ - ;:. w '' L _ _ "'" > TMP o 6o0 o0 o0 of oo w w SOPEN /� CROCK ETT CORPORATION HAUGH &H LVIN /� If_ (TYP.) \j ma�cc,, �` y305 PARK ST 0 \ ~� BLOCK 12 I PROPOSED CIVIC SPACE- �.�0 ,a- �P` \ --� \ -I CHARLOTTESVILLE, VA 21901 f7 Z C7 Z BLOCK so t o • i ,-" I a `ol EASTERN POCKET PARK (LOCATION TO BE DETERMINED �O \ - O ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 O w O w O it• \ : __ � EXISTING ioo-YEAR y �I WITH FINAL DEVELOPMENT PLAN) "• -' CHARLOTTESVILLE, VA 22903 _ = z z _._ - - FEMAFLOOOPLAIN TYP. _ \ ,. ( ) 7' , � -- PROPOSED VEHICULAR INTERCONNECTION ACCESS ENGINEER: COLLINS ENGINEERING zoo GARRETT SUITE¢ Z z � z z z O z z O z 3 ` BLOCK fj � PRO IVE E,VA 2 CHARLOTTESVILLE, CHARLOTTESVILLE, VA 2x9ox Z � g m 0 ,y - - T AY =>, \�. \ _ •'"` ,1 / - _ TO THE MONTGOMERY o' MIN. NATURAL BUFFER C) U K f m � ~ z z '� o N ROUTE z _ 9 \. \.. r r _ ^C� , \ , a / ' J , : • °°ir/ ".: ( i' RIDGE NEIGHBORHOOD ; r' "� o TAX MAP&ZONING: 0 600-00-oo-oi800 0 600-00-oo-ozBAo 0 600-00-oo-oi oo 4 4 4 9 u o o w w f w S F Q IMPROVEMENT PATHWAY .. ♦� a r .d I i \:,: �,:.,� ' s t `.':.Y OPEN / # ' '. / �_ / OA D.B. 73z, PG. Ego D.B. 1333, PG. 450 D.B. 731, PG. 690 t•-i w ¢ m S 0 U f o u z w p v, °' o '- 1' �� ,� _ - - R PO ED CIVIC SPACE \ - r " - SPACE r r / ALBEMARLE COUNTY R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL LU o Z f v / „- i BLOCK 11 GREENWAY e 1 • (TYPJ 'y z i _ / MANAGED STEEP SLOPE (TYP.) 1 y RV- TOTAL PROJECT AREA: 04600-oo-oo-oi800 - 42.55AC. H w a z w a z 0 u ROUTE29 f„I >;, (TYP.) - 1 'H \ : '.',' z / M OPO e ' -` 04600-oo-oo-m8Ao - 27.29AC. g g z IMPROVEMENT - .., _ .. \ R(TYP ''•� ..� '' .: G AY ,� �.: ----- BLOCKIB G E$ \ij oy600-o0-oo-oigoo xo7.66 AC. o 0 o 0 SWM FACILITY#z III PROPOSED 50 BUFFER ._.- GR(TYP. AY - ) �� !,; ° UPLAND PARK °+' \ \� �`< y1T s°'ft ,o��,eo ...-, c' , -�� - r� _cc 6�`'p N� z oAC.TOTAL 77.S PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w N �ii w N Tii w U z AROUND VDOT STORMWATER- I MANAGEMENT POND ) -` > + EXISTING ARCHAIC WOODLAND ;, ` °+ "-., - \ ` �`,� AREA TO BE PRESERVED ! DEVELOPMENT AREA (TYP.) - O TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15. g Ur • ,II i ,CAMPSITE <�- `\ / C� J I ,� f f - F'� `$ + + �; d , ' < BLOCK 16 ��,:a-,,,.,� ri " „ � �,3 �i- `lam BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, zoi5. p w H. II J _ ��i�_,�. 1 teo ��. ... ..-t:� 0:�..\ DATUM: NAVD 1988 Ch Z� ] O yp•` EXISTING zoo -YEAR \�,\ - _ CY) m ~ TREAM BUFFER(TYP. e d6oee •,,e k \, FLOODPLAIN (TYP.) ` _ + a\� �� * `\\ ,00000 - UTILITIES: COUNTY WATER AND SEWER N 0100 BLOCK _ � � �I " /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w � PROPOSED RIGHT IN -RIGHT OU r ¢ 4 z° �� _ BLOCK 4 a \ / v DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, 5 ! e W INTERSECTION IMPROVEMENTS. w-- SEEBROOKHILLTIAREPORT :3 Z .� �,, _ ,'A- TRAFFICCIRCLEROUNDABOUTMAY{ ��� / _ V I ALBEMARLE COUNTY PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. ¢ 0 0 0 0 0 o FOR FURTHERDETAILS: 0 MAIN STREET _ BE CONSTRUCTED AT THE ���PRESERVEDSTEEPSLOPE -� '"^^ -->- "'-, r `^ MONTGOMERY RIDGE 3 BLOCKS ? ,; , _ NOTES: N I --I vi j BOULEVARD ENTRANCE •.-r•. 3 INTERSECTION OF MAIN STREET AND (TYP,) - i THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 - / £ r /� NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z OPEN ;j ,� f• _ j} x. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE w N Q OPEN - - DETERMINED WITH THE SITE PLAN PROCESS. 7 Z N i (TYP.) TYP. �r ' ; i .a SPACE , ,,yy\ ; T� > 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWITH 0- J (TYP.) BLC)CK1 I _ ` 3 O ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE Z I EXISTING ioo-YEAR PROPOSED a ��J..// OR FOREST LAKES. ^J ` LU I FLOODPLAIN (TYP.) s.: a, RIMITIVE o ,�� £' 4i �d S- THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI H� T.M. y6 - z8D ! I TRAILWAY ,' 2 p� O J LL (n CRAFTON CORPORATION - _ I •, I BLOCK O 'c� "� G pP O C�� 2 THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 L J Q _ 2 DEVELOPMENT AREA I ( BOUNDARY (TYP.) / �/ (� f�VO 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LU _ PROPOSED NEIGHBORHOOD CENTER i _ \ / ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FORTHE C � T� J 3 - - - (LOCATION TO BE DETERMINED I 1 BLOCK 1 IMITS OF PROPOSED REZONING _ Z L PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. Z �. LLI J T� J # ® / WITH FINAL DEVELOPMENT PLAN.) ` 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q U r--, 06 Q I# PROPOSED zoo' BUFFER ALONG RT. x BLOCK • s . � � �I � -" • `�''* �" HISTORIC ' `-� - ,. INUNDATION ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O l R O G G SAFETY ACTION PLAN. � LLJ � Z - 0 C%V LU 70' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER' 4 ) ±ACRE I.. BROOKHILL PARCEL BLOCKS .__BLOCKS �, f--� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C (/) J O Q I - ALBEMARLE COUNTY \ `, ` •Y - ` �/'�{ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- < 'J NOTE: APROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF MARKER FOR THE _ r _ ANAGED STEEP SLOPE \ �. r �� \ {Z,,, i� - - (TYP.) GREENWAY -\S ( ) -�J / / 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, < F` J Q = T- J J IS PROPOSED BY VDOT ALONG THE " � ROUTE FRONTAGE OF THIS ` ` HISTORIC BROOKHILL PROPERTY; \ + � r - - (TYp,) i , _ � ._)- '. `• 1 ) ,� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. � o••r U � i--i z9 4 PROPERTY. PATHWAY TO BE u - - _ _ - - - _ ---�j / ,� : \ `� ' \, PROPOSED zo' BUFFER �,. + ... .% �) '. \ • ',, - v /-- __ 1 10. CONNECTION POINT(6)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A O LU F- LOCATED WITH I N TH E VDOT R/W. '� I �1'\ - .:.',',%7,y; �.�^t.� j I LOCATION OF EXISTING ��,: 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. FZ (n Y / /1 O it ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q w V O I, UNN CEMETERY TO \ BLOCK 1 w ab_, �:, 9 i'' A .t DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. l„ J Q G� REMAIN is LOCK LINE (TYP.) ` + "fi NOTE: ALL STORMWATER MANAGEMENT FACILITIES �: MEASURES SHALL BE LEGEND Z J U m I Jr-° / BLOCK6 ALBEMARLE COUNTY. �1 ' AND EROSION CONTROL w LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY _PRESERVED SLOPES Q Ul � 0 NOTE: AREA WITHIN THEzoo'BUFFER BLOCK H PRESERVED STEEP SLOPE i (TYP.)iff" ,�, ,' \.• -.; ,� ��, ROPERTY BOUNDARY (TYP.) I \*` °°e, ® VEGETATIVE BUFFER 0 MANAGED SLOPES Z O 1L Z ZQ W O W AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN D , ` BLOCK % C' O `,. .1 EXISTINGloo-YEAR / °+ - ` . - 4., - - -- -" /' / ®OPEN SPACE 1 i LU O ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS f '; EXI DEVELOPMENT LOODPLAIN (fYP.) Y ) Y = ING BROOKHILL AREA P. '' I OFi THCENTURY - `'' SE TO REMAIN •.•••••� U °•e WITH FICA APPROVAL, A io' MULTI -USE PATH \\� SHALL BE EXTENDED TO THE ENTRANCE OF _ _CL -'i GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J co Q y M N NTSOFBROOKHILL � 4 \ �-` MONTGOMERYRIDGE. THE HOAWILL NEED ✓r3 TO APPROVE THE TRAIL AND EXECUTE ALL uaeoo tom' BLOCKS �_ DEVELOPMENT AREA BOUNDARY (TYP.)'� EASEMENT DOCUMENTS ALLOWING THE _ _ _"\ 1 L PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE 19TH CENTURY COMPONENTS OF � � EXISTING ioo-YEAR l ! i m. �� =1 �`�'`*� �OPEN1pR f / CONSTRUCTION OF THE MULTI -USE PATH ON HOA PROPERTY. j �1 " BROOKHILL O LU FEMA FLOODPLAIN (TYP.) + OPOSED zo' P A EV io'MULTI-USE PATH TO BE CONSTRUCTED ALONG _� PRIMITIVE TRAILWAY O g SPACE' "-- MULTI PURPOSE TRAIL'; 5 THE NORTH SIDE OF POLO GROUNDS ROAD C°fn Ur.. O Q (TYP) /' epafiment '7 PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL (D O File# �,'�_ Lf! ROPOSED PEDESTRIAN TUNNEL - LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION AND STOPLIGHT. x a°e-, `' - Ijl4Ylus�'4 FORK Ap r°Vec _ Supervisors 0000 EXISTIN G ioo YR FLOODPLAI N O 0 SEE BROOKHILL TIA RE PORT .' " ` I POLO -_- PROPOSED IMPROVEMENT TO ST OU Oi1"CN R\VER S NNP Dat P } N MM W FOR FURTHER DETAILS 4 �1i POLO GROUNDS ROAD FOR A1ERT-643 p08ROgp(so) TURNLANES- SEETHEPOLO R\v . .. - STREAMS ALINE 15, 2015 482, P 26.3j __ --- GROUNDS ROADWAY anne%x LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J _� IMPROVEMENT PLAN GALE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE F_ FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD io' MULTI -USE PATH w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- SEE PROFFERS FOR FURTHER DETAILS 4.46 2CROCKETCORPORATION zoo o zoo aoo soo PROPOSED LOCATION OF HISTORIC MARKER n - , 0 a w _ JOB NO. 182150 - i8C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. / ( FEET) *� SHEET 1 OF 1 _ - � SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFIC TIA. 1 inch = 200 Pt. h /'� PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 c I 1 ; I / I / I I I ' i 1/ I I 1 I, IT N Ln N latia N N m N Ma III II111 II II it = 0 li 3 W' J O1a �I > II I II II II I IIII I� NH FedHjRNRT/RLIN;OY ----- --- 1LIC COT91Op.0357A, H. INC. 01 � °42/2 \ r ' ��SSION I , o �� IJ�II�1� � �- ' `,.\/\; T . Ln O \ BLOCK i ' 0 / 3 1 o I �/ \ o BLOCK:L ) O O ' I A YAN COURT 3 -� z W U cl r I '\ LD ca I00 \\ �♦ / / /\/ / \f/-- H W 1 SDPz02000008 - \I �`.. OI10 \, P`. ?�' W w INITIAL SITE PLAN 1 APPROVED - 03/06/2020 �. ' ` ' / ` SDP202000082 > y�` � vI vI I � / FINAL SITEPLAN _--- BLOCK 12 ♦ BLOC - - \ >r 1 - BLOCK 14 SIJPI202000059 INITIAL SITE PLAN ° vv /I I I V APPROVEDk, '\ i �� ✓ IF 174 CD , 0 In COO Op0 ^' v ° G - o \ o \ o 0 0 Gift° - S Bzozoo0141 ®C4 4 ��""�° INITIAL SITE PLAN ' SL Fr201 0oo5o APPROVED g/g/zozo FINAL SITE PI ftaft APPROVED ° rr 12/1 /201BLOCK 4C 8 i. \ \ % ° %ft 1' T � _ / ' 1 / 1� e. o �\OWN ROAD PLAN I ` ` 1 BLOCK-s SUB2017-00117 1 BLOCK 3 ° BLOCKiB l SDP202000070 O I INITIAL AN APPROVED1 1 e 1 BLOCK 2 ° 12/22/2020 \ °->� I\_ 1 ( SDP201 000 & BLOCK 1 1 INITIAL SITE PLAN 1 \ APPROVED - oz/z1/zozo a°° \ o SLIB2o2tiool 1 SDP2020000BL ROAD PLAN 3L0 K A INITIAL SITE PLAN FINAL SITE PLAN SUB2oi8-oo115 /� `, APPROVED / /2021 201 00050 101 000n a NAL SITE PLAN 1 INITIALS EPLAN APPROVED 1 B K APPROVED - 06/o8/2o18 12/17/2o18 SDP202 D0049 , e IN S E PI e ar f o 1 '� � BLOCK 19 7i i 1 BLOCK 6 0 1 J v o \ o BLOCK? s ° 0. 4 ° � C 201 00054 INITIAL SITE PLAN APPROVED - 09/07/2o18 ' \ �� SDP201900015 00 00 I A z / 000000 PO .... STATE ... • ` �, . : , RT.R6 3 (p ROA p (501) ................. z63) \ LEGEND: +11it I;I;I I PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT u - • • � � •' (APPROVED INITIAL SITE PLANS) ;. .................... J•.. -- PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) 200 GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft. C 1-7 � J � 7 I Q Cn J N LU CN > Z z ---- 00 L9 LU 1 1 BLOCK AREA SUMMARY U OO a 0 ° o Development CID Greenspaee/Amenities (ac) W ° Area Per Area (Roads, Proposed o Block Land Use District Brookhill Area (AC) Lots,LU Buildings, Development nN/ ° COD (AC) (� Parking lots) Per Area (AC)IL - L.1_ °° 0 Greemray Greemsay - COD(AC) Civic/ Civic/ Open Open Buffers Buffers Total Total r� '` o° Parks Parks U) Space Space Greenspace Greenspace � d Provided Required Proposed Required Proposed Required Provided RequireRequired Proposed 0 1 Neighborhood Serviee Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 1 1 lA Neighborhood Service Center 1.24 0 0 0 0 0 1B Neightborhood Service Center 11.48 0 1.67 0 0 1.67 L U 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 of L---__ 3A Urban Density 3.3 3B Urban Density 1.8 0 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 C:) 4C Urban Density 6.58 - 2.31 1.46 0.85 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 / 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 / 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 x-,' 8 Neighborhoodens Density H 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 w w / 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 O W / 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 a 0=i 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 JOB NO. / 11 Neighborhood Density 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 y821S0 y i 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 1821 II 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 SCALE �LJoo 15 Neighborhood Density 9.7 130 4.1 .1.2 .4 1 it _200' 16 Neighborhood Density 9.7 14.65 8.4 1 10.3 0 0 1.8 1.4 1.33 3 1.7 0 1.2 .1 4.3 -I 17 Neighborhood Density 15.8 15.22 11.8 8.8 1 0 0.4 3.3 0.9 3.8 5 0.2 0.1 7.3 6.4 18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. 19 Bruokhall House Panel 3.2 3.2 0 0 0 0 0 O Taal 223.9 174.38 168.8 1060 10.3 3.65 53.6 31.01 28.8 19.65 16.0 12.38 1 88.7 66.69 J \,,\l \ \\ I ll \\\\\\ \ \\ \ � / /// ///1�/ \�\\ / y I I \ \ \ / mmliw / / / I� I- •L // L\VA \\V -': �� VAVA \VA / ///�/� " \ / 1 A ��_ �H V \ �I �- �\ \\ \ \ T-MP\ \ \ \ �� -oo oo ILO / / // // / / / / _ V NSW / \ \ I AAAV � II �� ( � IIII (IWNit\\��G��j���ALBEMA�LEi//%//////� / / R� � '�__ � I ) I v I Imo_ =-v vAVA VA ACRE .:i v,4�yt`�\ v / /I //j�l � VA � /� � / - �- v ! � 11tt VA� -- vvv I, , vv � /�/ vvv v v v l I V v_-- � \ V AVI I V 11 I ONIN \ \`P \\ V , � - / / // // / / //� V\ I ( / f� I I I I - _ - _wv = v - - v SIC R. (ITLLINS Z � \ V A\A1111 1 �� II INv(�11 B/�'� \\�% / y vv ////I / ! 1 I �/ I/ �� TMP: oy o0 00 000To I I I I V ` �� O � y 1 \ / / 11 I � l \/ I 1 - L) Lie. No. 035791 n 7 ) I III ) 1 VA vAvVAvvv� -�/ ///// j/J I1 I1 v� / //�v +� z- �' I I �1 \ V Av�V - / / / IIIIIII A \ 1l/ V I DOWNER: FOR AON INC MUNITY - \ y ASSOCI ON INC , \ - - - - �= 'd 4/20/21 4' / / /III I �I 1 \ \\\\\\ %///�/// / / II \ ` q \ I -- / // I IIII \11\VA�� VAV\A\v� ���//i // i'/ IIII 1\V I I /-- � /' ACREAGE: 4.i2AC \ v__1 --- �",� _v � O \ \ \\\\ \\\'-' i �/i / / \ \� y\ I 4 J I ZONING: PUD - `- \��� \\ �SSION, I tl 5 / \ \ \ \ \\\\ \ V� / / /ll tltlt jl l 1 Ill��l I I1 1 A v��� v - % ////i II I I/ t�— - - - _� a-/�� I \ -- D�/PG: i jg/4�73 V AVA\ �VwV11 ITS= / Avvvv Iv �3abz. �/ I - i / A \V AVA v_/y ��/ �v �v — \ ��A I I v vvv / �' II \ / v / /I _ ��"-_ �v v vvvv v / fi IIII I / / / I j v I / III 11 III \ / / I A \ ?) /\//)\//I (\ / vim. v vv� -� //IIIIIII :'1.: �- \ // �I _ / / / /_/--// /� / I - - - - �:- -- �- - L -�1 ---- �- � - _ - - , - - - - v v �� - - v - - — - - — / IIII r I . , r. •...- �� ,�_� -- �- C- - --I--- -- �L_ _ 1 11L- ---------------- - --- --- ----- 1-�-- y-- f�- �trt {nl 1 --I -- vvvv vvv v� I (�I�'il v1111 % / __ t I ti I7�-( ---_1 �� ,szi9 - i 1.. A A \ ` / I I 1 I 1 \ �"` / / / / / / / III r � _i �_ A vv v v��� �� // IIIIII '• I: = A I \ V A V \ \ �� �J _ v -- — / III I; IIIIII \ V v / II A v - I I I ��' �/ � Ill I' IIIII I ( _ . e. v"�� `�� �� � ;� �I\ "\ \ V A A A A v / / �/ ///// /j� 1 \I 1A AVA V / // ,/ /,/ �,/i/./,/�/�/i�/�/,//,//,llllIli I I I I, I/ � I III / / - - ���- 'qS vv v� \ 1 \ \ \ \ f \ \ i j \ l I I \ + \ �1 \� \ \ \ \ / // / / / / 11\ \ \ \ \ / - "GENERAL NOTES: L . \ �lilj \ \\ \ \ -a4°47 �3 39 v - \ 3 \ \ \ L \ \ \ --+ / / \ \ �- 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID \r \ \ \ \ y �O / I \\ \ // ' I \ 1 /I \ \ \� �~ \\� // /// // II11 I \ \ \ \ ��\I h \\ \ \ / -� __ Oe \\\� / / \ 51003CO280D DATED FEBRUARY 4 2005. IN ADDITION A DAM / \ \ \\ - I �11�' � IIII - - y'� �� a vv �Vvvvvv � /////�// _ I I \A V A \ �� � / FI � U Vv v, �I/ /// ��� � � I I v v / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE / - �. \ r ` ti v v v v-� ��// // A V / V A \ �I 11 /~ vvvv - w `l \ 1 \. Z /7 v v A � L_ �// v A v v v v // I I A SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED / V A V A V J \ vvv � � 1 � �: I/ - vv v v. 11 7 \ v v v v - - ✓� � / 1 A V A UPSTREAM OF THE PROPERTY. / It V A \� VA v I V 1 \ A 1 1 / / )� 1 \��vv R� - g vvv A\ tt��� C V >s �v� v� \ /// 111 I A I �I hI l v �\ I I I I y l /�� V A V�avv v v o � - I I I� I - - - - 1 y vv vA v v «a - / / I I 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / A \ A v V A I I I / v z u �_ - - : I I - - v � v 1 v vV AA� \ `, y 1 \ \ A\' \ \vvv v v , - �- - / I 1 EXISTING SANITARY SEWER AND 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL ) _ y I I r �I V V A V / l/ V A A\\lrA, v � - y , 1 , I V V A V I I 1 A I I A / • � �: ', ' vvv \ v - / / I III zo' SANITARY SEWER EASEMENT INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF ' V / - i1 III �I V V A \ \ \ / I I 1 / / 1 V / // / A - o a z _ _ _ - AI A EXISTING STREAM li' IV % V A ,_'�� - �,._ _ / I I � 45 , 3 3 V l I IIII 1 V V A \� \ \ \ / I I I I I I 1 �� \ �/ /�/ (I / / / �/� o v y v _ 1 V A (D.B i o PG. i) UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, �I AIII /� V A \ I I I I I I /{ I Vl Ure Z U _ - v - '" _ V � I I / / / / / / I I 1N �I �, 3 ° � v I \ A \ V AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE 1 I A � II V \� \\ \ \\� A\ \\ / 1 I '/ _�� z w co Lu v 11 I I III I l , / ��/ l� /// / l „ � � a6j„6s __ - - /• I 1 1 I /) / I 1 \ \ \- I CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION I I - A I III II \ l \ / o � I / / / \ A l I I AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY \ 1 IA / v \ V A \ \ A V - / / I I I 1�1 I I Iv�I z w v111 I I �'°�A \ I �I�Ij111111/�\-��v �� �v'�..,':y:,�.-� a.,°1. �/ :,... I \ BLOCK1 1 1 1 �: v II \ 3 �II� I � \ VA v v V / p / A o vV 1 G \ w v �� v � �.� � v :. �.:: I I 1 I I V \ V v SEWER, STORM SEWER, AND WATER SERVICE PIPING; AIII ) I ) II I I � - , \ , V A v / / / 1 1I l \ \ ( ( { A I""I � m vII 3\ VA�VA1\ vv.v =: _ ., III l �II�� / \\ v �� / /// I .l �\ . z o A\ \ - - = v - v A vv�' I -� va .v - _"�� V'. III A v A A v -"� / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE I I I I 1 ' v v A \ A V A A // , ,� A \ / \ w Z a v) �� r o A' �V I�-- - �� "\vv. 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Z Il U "' M0 W J I_­ll O W w It w w Ln JOB NO. 182150 SCALE 1 "=100' SHEET NO. 4 0 6 c O E I - — — — — — WALL MAINTENANCE EASEMENT` / Y FOREST& OPEN SPACE EASEMENT LIMITS OF GREENWAY — — — — — — — — — o. / -- D.B. PG. - D.B. , PG. 7 U DISTU ED OF ER D.B. PG. FUTURE PUBLIC — — NOTE: 30' PORTION OF THE ROUTE z9 BUFFER MAY BE DISTURBED FOR GRADING WITHIN TH 0" e DEDICATED TO ALBEMARLE COUNTY NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM / �� — e — — THE DEVELOPMENT AND SHALL BE REPLANTED WITH A MIXTURE OF DECIDUOUS AND ATTIME OF FINAL SUBDIVISION PLAT - THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. — — E PROPOSED WALL — — O k'= PER PROFFER#zOFZMAz0 00011 ' (MAX.HT.=6')/ — — EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. / OTT R. LLINSZ 31 30' 3B' 38' i5' ay' / / / 30' PLANTED/R FOREST(=D BUFFER U E z BU FER 3°' 2oo'wIDEBUFFERALONG ROUTE NOTE: SLOPES GREATER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP I,c. 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E �( .� k k. e F - F �_ �\ :o h� ® a - \ \\ �\ \ �.< Fkk k k k� NO PARKING SIGN (TYP. ...' %/ m� a \ C>\ \4z • e / \ g \ q 0 PROPOSED CG-9D ENTRANCE (TYP.) !� k E J \TJA LOT \9� \/c y\ \ e. , �i/ e / PROPOSED CLASS B TYPE 1 / \ y ^ R ! �'/ dd 58 \�A \�i \ F / E E/ / LOT (' d \J \ r� UTURE 6' PLANTING STRIP \ E E. k < PRIMITIVETRAIL F / F o 80 \\ y .7.» .; /8 z \ \. E. _ /..�\ - and '. / \ F & E F E j� / (1) PROPOSED PARKING SPACE (8'Wxzo' \ 3�` / �'. M O��/ LOT _ j \� \� e UTURE 5' CONCRETE SIDEWALK �\ ,_- j / / / z/0000, EOF LOT °6' ' / ' �` �� f 59 / " \ ✓ p�s� e \ / /_ E \° 6 k . j E o / e li\ Q� e ' o (� \S d ?os . � �.0 0 `r ,c E F k / f 79 o ° �6 /4� ; /I \ G�9Q9`\ FUTURE BIKE LANE �.�Q do y: o LOT / / I � \ �i 6 F 4 e I e '� �. e PROPOSED LOT LINE (TYP` Q • ��.... 9,R s / / r / / \�\O� C F�%/G r F I E // // 60 / / e \ P��2 e e < LOT ZOS' / d / I S F I/ 7$ �' `P� ! , o I ! ®m® ROPOSED DRIVEWAY (TYP.): /. I� \ �' e E . �,, F F. ��Q7f. B,A ��.� „° ry .M 'ZZ9. -\ a8/ / / I F \ \\\ F I �- IF E / "��f m �� ,'j � :> y� � LOT / f �I � � \ \ � e <I E e e / ��� LOT '°3 ®®�� % / ��P _ h d 6i / �a / / I e \ Ede e e yo/ 77 /�, ti .:.^ R. ROPOSED 6' PLANTING STRIP / / F F I E 6\ \ E ' LOT / / � � I � � e \3 \�� � � I e e k < LOT s9. .� ` 1 �'`` `� \ss-\ 62 ✓ / a \6; e E e E. / \ a / P \C / /. ' \ / / FOREST &OPEN SPACE EASEMENT \\ Ie j PROPOSED PARKING SPACE (8'Wx2o'L) / E D.B. , PG. \ \ I / PROPOSED GARAGE (TYP.) / E \ \ E �. / E. FOREST & OPEN SPACE EASEMENT / h� \ \ ®�� �Q • %J/ o y 718'xzo' MIN. /< I EE \ \• I / / D.B. , PG. e e (1) PROPOSED PARKING SPACE (8'Wxzo'L q �• p' y° .1 ° "'o / ./ r° \ \ \ \ v / / / � F � � � � � E E - / - \ \ \ JP .@ 9x i ° LOT -\ h" / -PROPOSED LOT LINE (TYP.) .E. I LOT \�� \\ /.' , 9 /f/ sd 6 \, / // E I \ \\ / E d® / 0 ad � el e f`� R75 OPOSED S' CONCRETE SIDEWALK o yR A _ LOT / �// � . e � � / E LOT d `i \ l tiox� f \F// 6 / // OPENSP CE F / F a _ ,' s9, 4 f E F ./ LOT AREA CHART FOR BLOCKS 9, 10, & 11 72t Q y � o 2ox� /. / 0a j / k F k F y / LOT LOT BUILDABLE LOT LOT BUILDABLE LIMITS OF GREENWAY / ZO3' d roy hN �' LOT "° / E l E NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) f �' / E / D.B. PG. G• % °� 6 i / f E . E . l 1 4,994 3,682 44 3,124 2,583 E LOT ® 5 F. FUTURE 6'PLANTINGSTRIP / 2 3,379 2,847 45 3,122 2,581 / 73 1 / d i E E E E �. F. / e 3 3,250 2,725 46 3,106 2,564 dJ��iV / �'o °o '6 ^' % ���/// PROPOSED DRIVEWAY (TYP.) � . E � E F. o /! fig, �/ ��` by /'•' i g<9a LOT o LIMITS OFGREENWAY lF k E E / 4 6,630 5,002 47 4,278 3,138 E \ / LOT 2 f' N 0 d :< D.B. J PG. e 5 319 4,527 48 5,089 3,686 F E / / \ o0<ddd / e `� F . PROPOSED CLA B TYPE 1 / 6 3,457 2,620 49 3,230 2,701 E 72 r �4 \ LOT \ �F / / 7 3,369 2,524 50 4,341 3,148 E �.. I p a \ �� PRIMITIVETRAIL e I ? % f Zz% s \ \ 6 F \e I 8 5,323 3,539 51 5,500 4,042 z \ � � / I 9 3,996 2,605 52 3,300 2,751 �. LOT / a 3 0 to \ E E & & 10 3,425 2,541 53 3,496 2,947 E �.I I �1 e ryti4z 4z•�� I 11 3,363 2,519 54 5,852 4,432 12 3,453 2,608 55 4,960 3,622 ° I ROPOSED CG-gD ENTRANCE (TYP.)_ EXISTING STREAM �. / 13 3,532 2,682 56 3,080 2,539 F ��� 14 4,576 2,958 57 4,617 3,392 F % PROPOSED GARAGE (TYP.) E / E. / / 15 4,245 3,106 58 4,486 3,351 E / 18'x20' MIN. E /. �. F 4 n N .Q- E �. p �/ 96, n PROPOSED - - - - - - - - 1) P � POSED PARKING SPACES (8'Wxzo'L) E � � /� 16 3 058 2 512 59 3 227 2,659 x � � e � � -. E � � � j / / / 17 3,026 2,531 60 3,222 2,655 e / 18 3,744 2,679 61 3,285 2,743 19 3,957 2,903 62 3,679 2,579 PROPOSED 6' PLANTING STRIP 20 2,975 2,451 63 3,555 2,491 F y. 21 5,793 4,303 64 3,036 2,490 (/ F. � � / k � k t� � ' F �/ LOT Epp /Tw�c e ROPOSED CG-6 CURB (TYP.) . F kk. k kk E k e E / / 22 5,618 4,210 65 2,779 2,202 < �,F y rs e / e H / 23 3,379 2,851 66 2,650 2,076 GREENWAY. . E/ 7O d E S <�9 �' O PARKING SIGN (TYP.) . F E / k . GREENWAYTOBE ` F 24 4,232 3,072 67 3,238 2,198 LBEMARLE COUNTY/ \ °w: PROPERTY BOUNDARY (TYP.) 25 4,134 2,982 68 4,135 3,084 SUBDIVISION PLAT, / p \ �Q ROPOSED 5' CONCRETE SIDEWALK Fk k / OF ZMA201800011 �s \ /� ` e k E E 26 3,243 2,702 69 3,203 2,661 LOT E a - 5 27 3,133 2,591 70 5,048 3,710 � � \ a � 'O :�- �' FOREST &OPEN SPACE EASEMENT E � � � - a%/ � 6g a �- Q / / e ! � XISTING WETLANDS (TYP.) / 28 4,061 2,903 71 4,864 3,492 D.B. PG. < E E k I F ws 2 E / E �. E E / / 29 3,704 2,608 72 3,251 2,706 /\O ° ° LIMITS OF GREENWAY. E . k 30 21970 2,429 73 3,159 2,617 / LOT j•oJ /C�/C //� F FUTURE PUBLIC GREENWAYTO BE F / 31 2,945 2,403 74 3,033 2,491 k / \ 68 / F E DEDICATED TO ALBEMARLE COUNTY Fy AT TIME OF FINAL SUBDIVISION PLAT, E E E/ '00e 32 3,617 2,516 75 3,437 2,355 PER PROFFER #z OF ZMA2ol8000u 33 4,956 3,636 76 3,453 2,360 e 3 34 3,060 2,516 77 3,021 2,479 GRASS RECREATION �8 \\ � � / (�e /� � � E .� � � � E F /e / k \ �o/ L PROPOSED ENTRANCE E F 35 3,124 2,582 78 3,130 2,589 / AREA (85' x 6o') - k-P / E TO PARK AREA E E / P� / / f y GRAPHIC SCALE 36 3,093 2,550 79 3,177 2,633 SLIDE / Q ROPOSED CG-z CURB (TYP.) 37 4,660 3,395 80 3,722 2,615 F. PROPOSED 6' CONCRETE SIDEWALK / k � E F • F E / e ;4 / go o is 3o so 38 4,645 3,396 81 3,671 2,587 / / / E �. �. 39 3,117 2,576 1 82 3,097 2,557 PROPOSED VDOT STD. CG-1z f E E . E ( IN FEET) 40 3,137 2,595 83 3,028 2,458 ! F MATCHLINE - SEE SHEET / 5 � PLAYGROUND AREA 1 inch 30 ft. 41 3,106 2,562 84 3,084 2,516 / 42 4,589 3,337 85 4,569 3,322 / TOT LOT / 2 / k �. E F E F E 43 4,735 3,466 Lic. No. 035791 It, 4/20/21 ¢`;'41 H z w f O z 0 a J D k U U ca Lu Z Lu�Q Z J O w u) z .. m w Vl Ce w w � `H o Lu / W Lu N N F N N oo M v z w ul z CA ti CY) \'J rn N M i N O Cn N N Lu Lu J 0 U Lu Lu Lu U) Lu O O (N Lu H� Q I --I LL r� 0 C) 0 T� Q 0 W J I -I 0 cc w J F w a u=) JOB NO. 182150 SCALE 1"=30' SHEET NO. 5A /111M�'T�S -NDISTURBED OF ER/NOTE: SEE SUB�oz00008z - BROOKHILL BLOCKS 9, so, & 11 ROAD PLAN FOR ' Ro�EzgBUFFOF GREENWAY — — _ f f loo' WIDE BUFFER ALONG ROUTE F o.B.P� ROAD, DRAINAGE, & UTILITY PROFILES AND DRAINAGE CALCULATIONS.-��-/-T- _ - --z9TOSEENnNrHr DEVELOPMENT. Lic. No. 035791,E 4/20/21 ¢�'41 H z w f O z O J a k D O � U Z W D J (n Q O . Z J W u m ^� Lu Q ce c� u W W ti LuLu ce c� N N F N N m O M 7 L9 z w ul z r M c'7 N c'M i N O O� N N Q W J J U) Lu 0 2 U Y w Lu Lu rn Of Q 0 0 N z C Q J0 C 1 rl 0 ft� d r-I J ZD U O 00 J J O O m W J ti 0 W O W d N JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 An z LU z w Ul z r M C'7 N C'M i N O O� N N Q w J J U) W 0 2 U Y w w LU U) Of Q U 0 0 N LU J Q z LL 1 rl 0 ft� d r-I J ZD U) U 0 00 J J 0 0 m W J ti 0 W O w d N JOB NO. 182150 SCALE 1"=30' SHEET NO. 6A � � TH OFF LIMITS OF GREENWAY � � \ 4� / FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY ' V e AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMAzoz8000u O SCOT' R. LLINS'Z P F U Lic. No. 035791,E 4- � � \ PROPOSED WALL . ; ' ..', • : ;': :: OPEN SPACE I e F (MAX. HT. = 6') F F E FOREST & OPEN SPACE EASEMENT ° n 0� 4120/21 �rSIONAL V, 44 D.B.,PG. FUTURE 6' PLANTING STRIP E FUTURE 5' CONCRETE SIDEWALK e ALL MAINTENANCE EASEMENT F B. , PG. UTURE 4' BIKE LANE -_ - - -- - -;- --------- _ UTURE CG-z CURB (TYP.) Z W 35/ENUE ERA POD BLVD. I AR ASHW _ �6' E/ FjC Z u z PENSION TO / FUTURE ROAD I�� PUBLIC RIW v� I ZZ:/ ---_ _ — 25' GRAS a J k a �_ — W ISLAND / u ca Ov — k - / k I E E E _____ __ �,.� ______ __ z6' E/ O Q O � E - -- F/C s u m E NOTE: ARCHER AVENUE ROAD EXTENSION I I - ______ - ______ _ — — UTURERp gVEly(/E �_____ - F ARCHE D EXT / [� v1 w .. a SHALL BE COMPLETED IN ACCORDANCE E E W /F WITH THE ZMA PROFFERS I E 77' R/W ENSION = Ln / e EXISTING STRE < e PROPOSED CLASS B TYPE i E � Lu PRIMITIVETRAIL FUTURE CG-6 CURB (TYP. ANC / \ F// W PACE FUTURE 6' PLANTING STRIP s s s s Ts s a s EASEMENTF ZOr E F V — N E LIMITS OF GREENWAY. - -�� — — E FUTURE PUBLIC GREENWAY TO BE /' Q i / DEDICATED TO ALBEMARLE COUNTY �i s �s F �Q /D�� " ¢ CN o v AT TIME OF FINAL SUBDIVISION PLAT, /s e E PER PROFFER #2 OF ZMA2o 800 ii e E \ FOREST& OPEN SPACE EASEMENT. D.B. , PG. E k) � y/ x //. s_s _5- (m/'�=�• F t E k t EXISTINGTREELINE(TYP.)/ F - / V / k. F k - _ Et � E E' kF E � k I k k / / 0 E E � k k k k k k� k �� � I � kk k / / XISTINGSANITARYSEWER \ i / r M Ek Ek E ti - _ . \ EXISTING WATERLINE ® C7 BTYPEi E - - / I ® co qzll w I _ I LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAY TO BE — N J / DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, Q E PER PROFFER #2 OF ZMA2oi8000ii Q I ' / PROPOSED CLASS B TYPE i PRIMITIVE TRAIL e l E e L u— / F e e x �6X a ; Z e Lu PROPOSED 4' BIKE LANE I e `� C I 40 \� Uri O 06 EXISTING 22" DI WATERLINE I I REMOVE EXISTING PLUG &TIE-IN I PROPOSED 5' CONCRETE SIDEWALK PROPOSED �z" DI WATERLINE E x j/ o� "p 2°+oa � � Q J TO EXISTING 22" DI WATERLINE PROPOSED FIRE HYDRANT F m$'Rk o t�5. O� N PROPO Q r� j E PROPOSED FIRE HYDRANT (4) PROPOSED PARKING SPACES (8'Wxzo'L) PROPOSED CG-2 CURB (TYP. ASSEMBLYw/iz"x6"TEE. ee ' l/1 OPO = U 0-6 o ASSEMBLY w/iz"x6"TEE ° _ — -� — o PROPOSED 22" DI WATERLINE STEEL PILE BEHIND FIRE HYDRANT REQUIRED. Et sc w �� �� 15' PRz - r e � Vx 1 V ' � ROPOSED 4' BIKE LANE PROPOSED 5' BIKE LANE �'' vj x ° W % ,®' ® 39+25 M M _ SIGHT D . , ISTg00 NCE=335' Lu TING q W EXISTING pCH 40+5o PUBLIC 7 W z6' E -- + R F/C C — - N C `rI W„ - -- — - p FIC W +o NCE'335 4� N1 DISTA E E e ;. \ �C G\ Z G` �tGG ul ~ O ROENUE 93' WID AD 41+0o 7HR/W 1' 93'R/W-R-1 �j _ W .. i� W � EL 5 — �� W co '_F/C 4z+5o 43+So , —25'GRASS SLAND-F— 42+00 42+50 43+00 — \ a > 5' .. •. ARCHER AVENUE —' AR. WIDtu TH PUBLIC STREE z3'E/ F/C D.B._ PG. r' �- - - NE ANE k POSED BIKE LA / k F Q EQ Q .. a. � e /E F \ p• , W TIE-IN TO EXISTING ARCHERAVENUE L LIMITS OF GREENWAY. FUTURE PUBLIC GREENWAYTO BE oti [� O E DEDICATED TO ALBEMARLE COUNTY J\ Q PROPOSED 4' BIKE LANE { ROPOSED 5' CONCRETE SIDEWALK AT TIME OF FINAL SUBDIVISION PLAT, Cy\ ( O PER PROFFER #2 OF ZMA201800011 c � � / l\ SPEED LIMIT (TYP.) PROPOSED CG-6 CURB (TYP.) 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J k' k k k k el I I LOT a p0 e9ti k PROPOSED CG-6 CURB (TYP.) k LIMITS OF GREENWAY. e k I I \ � cf Fy s k/ E k k k FUTURE PUBLIC GREENWAY TO BE Q k/ k I` lO o$ �m4- ` S�� `�o zy. k NO'PARKING SIGN k (TYP.) .lean k k k k k DEDICATED TO ALBEMARLE COUNTY k/ A9' ; �� k ATTIME OF FINAL SUBDIVISION PLAT, ROPOSED 5' CONCRETE SIDEWALK F k PER PROFFER #z OF ZMA2o28000ii k �� LOT S J c k e k k / k lean k k k k k k \\ 69 ° . \ A P / y / k / FOREST & OPEN SPACE EASEMENT k k k k j o° /�' D.B. , PG. k < �/ k 'lean../k '\m`4y, -- :2N �_ k . k�/ \\ LOT j���p�a of/� k //k k FUTURE PIUBLOICGREENWAYTO 68 -/ C k / .k - . -Fan - DEDICATED TO ALBEMARLE COUI k / \ / F AT TIME OF FINAL SUBDIVISION PI E k k k k / PROPOSED 8 SANITARY SEWER (TYP. / / / / k k k PER PROFFER O FZMAzoi8004 PROPOSED CLASS B TYPE lc k k k GRASS RECREATION \\\ ✓ (� k PRIMITIVETRAIL / 9C; G PROPOSED ENTRANCE k k AREA (85' x 6o') \ \ �� k E TO PARK AREA E k e / k I, F k k lean Q / PROPOSED CG-z CURB (TYP.) -_ k k k PROPOSED SLIDE / �/ ' .. k k k Fan k k k PROPOSED 6' CONCRETE SIDEWALK / / \ k k /zo' ACSA SEWER EASEMENT � k /kD. B. , PG. e k .�. k k ROPOSED CLIMBER k F //k OPOSEDVDOTSTD. CGi2 2 / / k/AMATCHLINE — SEE SHEET 5A & SHEET 6A lean G k � PLAYGROUNDAREAPROPOSED TRY -RINGS k k k TOTLOT k. k ,' `k � 4.c . k k lean // (5,773 SF) M e. k F an E F k k � k k k k ✓ i� k\ F k k k lean k k k PROPOSED SWING SET \ y\ \ k Fan ? 1 k ' �'_ k. .k. 4c k F \ k .lean k k k F .�..� - lean t k.tan/ - k r � PROPOSED PICNIC TABLE (TYP.) k k'' k k k 5) PROPOSED PARKING SPACES (20 Wxi8'L) zo' ACSA SEWER EASEMENT, k k\\ �. D.B.PG. _ k k F PROPOSED BENCH (TYP.) k TOT LOT k ROPOSED BENCH (TYP.) .\\ NOTE: RECREATIONAL FACILITIES SHALL BE / k k \ ROPOSED 8" SANITARY SEWER (TYP.) COMPLETED WHEN So%OF THE UNITS HAVE k � - / k k k (3,458 SF) k l 4.z FWATERTIGHT LID REQUIRED RECEIVED CERTIFICATES OF OCCUPANCY. / k / , / k k FOREST & OPEN SPACE EASEMENT F / k • - k k k / k k ll k' k k k_ - k - \� k \D.B.e, PG. / I k k k / DROPOSED SADDLE SEATS k k k - �\ \ \ \ k k I FOREST& OPENSPACE,G ALE EASEMENT k k } kLOW MAINTENANCE k ANCE PEDESTR AN PATH- PROPOSED ROPOSED SPIN �/ k /ARKAREA STEEL PIPE CASING REQUIRED F / PASSIVE / k k e AT STREAM CROSSING k/ ley k k k RECREATION AREA k k k k I Air SPORT BASKETBALL //k lean k F E k lean \ F \ k k k k COURT (70' x Zoo') k/ F -- k k F- k k k .lean \ k- k / k k k k _ Ik k I \ k PR k k k I k h k � k k ' k E k F PROPOSED CLASS B TYPE i k k / F PRIMITIVETRAIL ® k I k k � k k � I � k k _ k k I k \ k k k \ I k k XISTING i o-YEAR FLO k I O Wk AI k lean.I k / I k � k Ile k kI k k k OI k k k k k O kI k k a � I k k k a k k / k k I k TIE -INTO EXISTING k SANITARYSEWER/ k O POSED BRICK PAVERS- SEE DETAIL ON SHEET 13 EXISTINGSTREA /F _Fan k k k / /k r k PLAZA WITH FIRE � k i p k F k I,�' k� k / A, EXISTING k k EXISTING SANITARY I SEWER k N� _ �'Pa k �/ k � - 'k ..- k lean . .k /F ,✓ k k k lean Ile k � LIMITS OF GREENWAY. k ( k FUTURE PUBLIC GREENWAY TO BE k k \ k k k DEDICATED TOALBEMARLECOUNTY ; k k k \ k AT TIME OF FINAL SUBDIVISION PLAT, kLIMITSOFGR 6�EENWAY PER PROFFER #z OF ZMAzoi8000ii k k /\ Fan k D.B. ,PG. k 'F E k - /k k k k � k\ k k k .k _ k 00000 / Al\ \k k kk k F 4-1�, k/ k \ k0000, ODPLAIN (Ti /� k \ k k k k k .lean �' -� lean 'E\ k k Ni" k k k -.k.. k k k\ k k k Al PROPOSED CLASS B TYPE i k . k . k k F E E k PRIMITIVETRAIL E. k k k k k \� kk F k k - k \k k k I kFOREST& OPEN SPACE EASEMENT— k k kk k �' k k Ile F D.B.,PG. e. .k .k..\k kkk k k k kk y k k FU. �. .k - k kkkk kkkO/k ,k� 4, / �/10001* k F k I kIk\ k k(k(�) k r k E. k. k E k.kF k k �� k - kk/k �k OO I k k k k GRAPHIC SCALE k Ile k - k k k / / k' k PROPOSED CLASS B TYPE 30 o 15 30 6o k - F k- _ 4c .�. . k ' - 4z A, 40000 PRIMITIVETRAIL k k k k k / k k' k F F k. k F. k k ." k % ( IN FEET ) k F' k / 1 inch = 30 ft. k 00000 k k k / e / k / k // k kk : / k k k 0000 k k /.F k Ll No. 035791,E 4/20/21 ¢�'41 H z w f O z O J 0 z a k (n U U U Z o =)Q 0ZJ a W u > z In ^� Wclf W W W LU N N F N N O T7 v L9 Ill or Ur W Ul z J J 0 U ti C'7 Cirri N CAM N C:) CA N N Ld J U) LU U w LU LU U) W O O N LU Faideaddeas V / Q H� LL z ,ell g rl 0 h-1 andand. —.1 Tndeal ZD 0-6 ��'VVV///'''///��1 i 0 U J O W J LL w J 1~-1 F 0 W 01- U) JOB NO. 182150 SCALE 111=30' SHEET NO. 8 0 6 a J / J� /� / ` � v �� � ' �. � % � � � � FOREST &OPEN SPACE EASEMENT i-��/ /. / ./ ROPOSED iz" HDPE YARD ROOF DRAIN SYSTEM /NOTE. PROPOSED SLOPES STEEPER THAN \LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES D.B. PG R UT z A n EXISTING MANAGED ° - -_ _ _ / / / ✓ / _ / / L 9 UFFER N 3:1 SHALL BE PLANTED WITH NATIVE STEEP SHAVE BEEN DETERMINED TO BE LESS THAN 25h BASED ON NEW - - - - XX �L L zoo WIDE BUFFER AROUTEsA SLOPE MIX WITH ANNUAL RYEGRASS BY STEEP SLOPES (TYPJ F -7r� V /\ . , -� 1 / / / WALL MAINTENANCE EASEMENT LONG / / - -- TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, io, Be u >o' PRIVATE DRAINAGE EASEMENT ' ---- D B PG ' 70' UNDISTU ED GF ER / z9 TO SCREEN THE ERNST CONSERVATION SEEDS AT A RATE 480 DEVELOPMENT' p 1� � STEEP SLOPE SURVEY EXHIBIT, DATED >./6/z>.) TO THE SATISFACTION OF D.B. , PG: A a n � / OF 6o LBS PER ACRE, OR >. LB PER i,000 r, l A THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h 470 - - --- -- / w rn a I ' k I PROPOSEDWALL m /SCOTT R. LLINSZ ,LIMITS OF GREENWAY k � / ' / // _ D.B. _ PG. / _ Li io' PRIVATE DRAINAGE EASEMENT - -- _ / Q / n A o n n n , Lic. No. 035791 LL� n 48 D.B.7 PG. (MAX HT. 6') Evl i - �- � - - - - � - _ 47 ✓4 � NAL z / 4( w y II 9 _ n 5" I I n r PRIVATE DRAINAGE EASEMENT D- B _ I ` ' I - 3 YD - _ -' N D.B. , PG. II II I 3 �I N /' _ _ - - 54 / io PRIVATE DRAINAGE EASEMENTS I { -' / D.B. , PG. LOT LOT LOT LOT /_ LOT N II LOT LOT /A LOT 2 LOT / I 25 26 27 / / Ii 29 30 LOT LOT LOT I' - o 2Lt \ I I I 31 32 L 467.87 FARA - �ti a k I /tea A A PROPOSED 22" HDPE YARD ROOF DRAIN SYSTEM -� - �I PROPOSED 12" HDPE YARD ROOF DRAIN SYSTEM I z% �' 4 7 3 1 p o I I �i I - / - / 458.0o BSMT / -- - - I 46z.27 GAR 6 o GAR 464.8� GAR 46'S.So GAR �I I r ° z n k _ ,- „ 4, 35 o FFE 66.i FFE - - > SWM FACILITY& w k 4ao Tw V �� 8:67GAR 459.33 G6 R 463.83 FFE 1 FFE 45�5 - 4 7 - �� _ �� " e II 8.0o GA 45 4,64 7 - 4�N5.67 GAR 86. GAR 6. GAR f 467.17 GAR _ I 44o Bw �\ 4 FFE 460.0o FE I II FE 4 33 4� 33 467.0o GAR AINTENANCE EASEMENT / LOT 8.6 FFE 459-33 - I 4� -33� __ 4ao EG 4�5 7 --- " - - - - 467:0o FFE _ 4 �:0o FFE 467.67 FFE 00 461.83 FFE r _ A.B; , PG. -- O -- -- lk I II r 21 � \ � \ � � I, II I � _ I oo� I I II I � _ "i `�--� _--- 4�:!458.00BSMT LOT � � - f� � � {.. ® z ° - yy _ F WALL MAINTENANCE EASEMENT _ _ _ O a w __ LIMITS OFGREENWAY - k/ II ti 8. GAR YD- A -.'' _ _ J _ - .. V. N- D;B. , PG. _ Q a / 45 33 4 to __ i8 - -2 ___ --- �I �� D.B._ PG. ° 459.00FFE -'- --- _ 1 V/ e f-- - S6' _ - - _ __--�) l� L r 449:77 BSMT _ 2 Lu 467.37 GAR � a � _ J PROP ED STORMWATER j � � �� Z o / 120 V _ %.. C 6 .8 FIFE o m MANAGEMENT FACILITY -� ¢ o �........ k 5? 4/0 4 7 3 LOT m 457_7� r. �9 9 SEE VSMP PLAN FOR DETAILS ; O � c I aaatw , -- � 6% zz ----- --- .:.�• /'- n z7: � ... "• ... .. .. y�.�I13 �;1 458.00B�MT � � � I _� � � o 39 �w 433 KOCH COU II � - 3 0, (WPOzoz00004) � �""� 8: oESMT �. k o _ FOREST &OPEN SPACE EASEMENL - > ¢ ° 439EG �44 5" AR.WIDtHpUBLIC6j EET z5= 13 5 OT z% $+5° is+oo D.B._ P iz+oo u, $ ��//��Lu � �. I L � -, G•- �2z+ � i6 � M � � � � �37 -- - D.B. I PG. � �' V1 � ° -19. � 457. 7AR,: �16A 3 0 FFE m o 6 8 ,..... �. 4 7� 3 LOT PROPOSED VDOT STD. ES >. . , . , % i 4533 / I k 4 PROPOSED DRAINAGE SYSTEM - ' 5 -- /+ C� ' � 0 I v 4 { I �' 13 i.' :` •^ 16B --' - - l PROPOSED 8"HDPE ROOF DRAIN SYSTEM � j / o e 1 � I ...- - --- o� __i � I � F � _- -- , � - no' �z- I � �I i ,>' '� - - 1 '" • ,1 \\ I � PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFACE 0 � k I I m o o - 2 5 �/ 0) 01 v - ` p k6 w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT \ - 3 o bi° k �- o� --- a �I�o 1 of ° TVJ ti �6.8 R 10' PRIVATE DRAINAGE EASEMENT 4a4 I; ., 1 I t. � I o i i I ( � 4 3 PROPOSED WALL�(L=i6', Wi=7.5', Wz=a8.5', D=>.5' MIN.) 0 II - _r- SWM FACILITY & MAINTENANCE EASEMENT 4a0 W PROPOSED 8"HDPE ROOF DRAIN SYSTEM _ o / _- 6 �E D.B. PG. / _ 1 o '' _ , _ _ - _ -_ _ - 4 g3 GAR. 4_ Z15� � (MAX. HT. = 6') i ��.�/ 1 k aarG / �: I 4�3 $3 GA o BAR --- + - - --- 66. F 457.67 BSMT \ 6/ 7� i D.B. , PG. a_ / p I 1 PE, 4k4 5 46-4.5o G„ 466W83 BAR 467;5o Fes= R6 �5 i' z �/ I I WALL MAINTENANCE I i `„ , 2°fo s ' 46i.i7 GAR 443 �7 GAR 464.50E 1 FFE 6,8 GAR EASEMENT o uAR 8 GAR 6 8 FFE - -_ 4 5 7 6 .2 46 BSMT B T \ \ i I � 45�� \ � � � 4 9 3 6i.8 FFE 4 3� 3 4 5 T� F. 3 467.�o FFE 45T 7 � / D.B. PG. 6 FFE $$ w I 46✓ 5 0 4e�'S � ... ` I 460.5o FFE 4 3 �� - - ° Y=�, �� _ yx=� � I Z� :. 45767-BSMT 4577 /LOT k a4aTWk 4Kr7. 3�SMF 4% I I I io PRIVATE DRAINAGE EASEMENT QF w o E /,I J a LOT >o' PRIVATE DRAINAGE EASEMENT �� , ¢ N I I-q38 sw LOT I LOT Q" LOT 6 \ 44a.o. / o o 438 sG 1 \ I i III / LOT LOT LOT LOT 0� LOT / ' D.B. , PG. - - M v o I 18 oo GAR I 11 I 7 / o 1 I � I 4 ��__ ., ,' •25 LOT � 12 10 9 I I b 8 / .. 45 ,7 [rE a \ h 13 LL w m / y YD-i I ��y,5g -- 1 / 44R MT \ \ 1Lt ° p PROPOSED iz" HDPE YARD DRAIN SYSTEM LOT - - aaa Tw `l 1 457• I L� 7 76 °/a • GRR � � - - 438 6W 45 6 FFE 4 z6 8 BSMT 4 4 C,;; I kla3s EG 447 h \ 12A _ - / - '' ARCHER 'r " _ I / 5 1 YD-i / / / 3 T' r� -- TURF ROAD EXT.EN519N PROPOSED WALL LOT / { 46 I t zi --� I r FUBZRIW' O a 45.67GAR," J Y" r �� -/(MAX. HT. = 6') I / i6 8: FFE g / I ✓ / / - - - - / / I ,1 / / / Vl ti \ 45 33 r 45 ° Bois j 442 Tw 448.5o.&SMT / / 45 _ - - M ' f ;'•' N.. �1 NOTE: PROPOSED SLOPES STEEPER THAN t - 439 BW \ LOT _ 5 r^1 / SHALL PLAN H M Q B :. 1 I I 439�FG M / _I 8 -- ---- o . • : •. •: •: •'� `' •:. .,•.'t!:: • • . •�•• ,_' +o°IA - - 3:�5 LBE PLANTED NATIVE STEEP_ O7 a', " \ _15 54 7 y / ? / r/ 3" SLOPE MIX WITH ANNUAL RYEGRASS BY , CV J o B a4o Tw / �ERNST CONSERVATION SEEDS AT A RATE / s 440 BG \ \ / w w / y : • '=w 52/ / / / _OF 6o LBS PER ACRE, OR i LB PER i,000 SF. Z k M 3 4. ` OL I44o ll \\\ \ 45�w 5 - Po,a 50+50 / Sl+oo 51+So Szi / s / / - F` t e k ' J Q W ` / SWM FACILITY& � t r AINTENANCE EASEMENT; NOTE: SEE SUB2O2000Og2p ROPOSEDDRAINAGESYSTEM.,,. BROOKHILL BLOCKS 9, ZO, & Z1 / / I D.B. PG. / N / „ k H� ROAD PLAN FOR ROAD, CN J o 455 Tw I E 4s5Bw DRAINAGE, &UTILITY PROFILES AND DRAINAGE k W > Z --- - - _ CALCULATIONS. LU ILL z J s kl �k5° v I j 1 \r aso ew ( �2 YARD DRAINAGE DESCRIPTIONS > 1 o ISEEASEMEN k - - /^ T % r - _ Q I , - :� I I iaa ana I - -� /' U STIR. NO. DIA. LENGTH` PIPE IoNF INVERT INVERT INLET INFORMATRIM V) i� ° I k 461L,O G R -L T I ��. �.� _. _iy/Its' ".1 in. ft. SLOPE(/o) IN OUT MATERIAL INLET TYPE ELEVATION ® L.L.I �1 w n 10 _ `. >o PRIVATE DRAINAGE EASEMENT 5 - o° ( ) ( ) - -- -� 1 4�i.67 F 4s4 Tw LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES CJ 46 + 3 I \ YD-1A 15" Yard Inlet 455.00 EASEMENT a � .'_,,.t. "�' I 1 449 BW HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW Q 1449 EG - 12 126.83 9.46% 452.00 440.00 HDPE z o \ I 1 I 1 TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g, >o, & u YD 1 15" Yard Inlet 444.00 - - / STEEP SLOPE SURVEY EXHIBIT DATED 3./6/2i) TO THE SATISFACTION OF J PROPOSED WALLI / >o PRIVATE DRAINAGE EASEMENT 4 0.33 I 12 11.00 4.55% 440.00 439.50 HDPEL9 \ XISTING ioo STREAM BUFFER (TYP:) 70 SWM FACILITY & / LOT 4 i3Oo FF ` , (MAX. HT. = 6') THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h Q 3 \ MAINTENANCE EASEMENT / / D.B. , PG. LOT LOT' / 4 t O s o �:. D.B. ,PG. \ / \ \ LOT 56 57 a-aaQa , -448Tw t = �/ 5 • / / I. / L I 134 i.I. : . /� .. YC r E . t. t. k E YD-3C 12" Yard Inlet 465.33 z j `55.' / I + 44k EG - �. t t..e 12 52.10 1.11% 462.33 461.75 HDPE U o1 PROPOSED DRAINAGE SYSTEM I / & . r k / 9 X , c,� 1 WALL MAINTENANCE EASEMENT - r , / ,, nn i / ll. 4 .6 G j I Il �cl �l✓/ � f- rkl .t � ¢ .k.'e_ t YD�B ° 12" Yard Inlet 465.33 t `/ � V ° 'G ROPOSED DRAINAGE SYSTEM / / PROPOSED iz HDPE YARD DRAIN SYSTEM l r o �n I � L� I .'" F � t t < . r. L 6 ® D.B. , PG. _ E F t 12 45.92 1.09 /0 461.75 461.25 HDPE z 0 453.67 GAP I o 46p.3 FF 9;' / { ��. ✓ . YD-3A 12" Yard Inlet 465.00 w o° ... \ 4 PROPOSED VDOT STD. ES-i S / \ \ \ 453.0o GAR FF / * -_ k /� . e �/� 6k \. v. S YD- A LOT \ \ GAR 67F 5433 b m L T l ',EXISTING r r T t t t ° V/ -- p - - WETLANDS TYP.) �N w 4 .� .✓,. � 5 / / � \ \ \45�33 453- , i . I � / � m � / / � �( t t � t/ 12 84.50 1.48/0 461.25 460.00 HDPE w Q o �,- -� � ✓ :. 5!{ \ \ W53"r�o_FFE -- 4- }� . / ,3 1 E /k/ <. �_ '.�, t , f� .t , fit- r t `�r YD-3 12" Clean... 464.67 � Q > 1 _ /. J t�. ii:�. //,. / / \ •_.°/ / :_-.S i.. -_r f I. -.E.� IE _ l . l� 12 16.75 1.49% 460.00 459.75 HDPE o Lu PROPOSED VDOT STD. CLASS A2 RIP AP OUTFACE / PROPOSED 8"HDPE ROOF DRAIN SYSTE L �j PROPOSED STORMWATER ( , i /44 "a � ° I - _ - 28 _' . 7Y�° 8'. Aj� � /r ' �� I. f f ". - �. k- . k. �' t ✓' : y� � v (� ° \ Z � w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT DETENTION FACILITY - � 4o \ . ; 45 0o F� � �I � u � { � � ; I. � k �_" ` {�t � / �j � o 5.67 -' � _b 1. 45 33 M \ (L=8', WI=3J5, W2=9.25, D-i.5 MIN.) SEE VSMP PLAN FOR DETAILS { O i.6 FF / I 1 I k / . k� YD4D 12" Yard Inlet 462.00 O z 45 7 /• / z8A LOTFOREST&OPENSPACEEASEMENT I I / J / (WPOzoz00004) \ 3 \ _ vpv0 I I/ k k l 12 69.00 4.35°h 458.00 455.00 HDPE Lu w 6o i / / ya o� 6 k/ / -/....U.._ Y %` r ..� ,I i .a ��. .A D.B. ,PG. �. k YD4C 12" Yard Inlet 459.00 z -. R� i / �. �� -F�� _ 4 ,OO GA • • �..._/ -. �h B J GAR r� // / C+nO I { i k. /. �� _� / 12 56.30 3.55% 455.00 453.00 HDPE 0 6 FFE T -- y° 45633 p I z � 49� 7 � � -.-/. 22+Sp'. .....~ - 8 /0 45Z.00 FFE � �k / /. � �E / ,� - -:�� -. / . k/ YD4B 12" Yard Inlet 456.00 z r 410 17k00 k I / - \k k k� 12 51.10 1.14% 453.00 452.42 HDPE U J Z PROPOSED VDOT STD. \\ .: ti r,.. -. y4 LOT / / i k_ / / )_ k /..:. k E l ".; k - YD4A 12" Yard Inlet 456.67 J \\ 4°g CLASS A> RIPRAP OUTFACEa . , 6% / / "sy I \ l . / \ � .wF(LAI=BG8R'E,/IOWC. TUiE=NXzDT.SEI'L,REWLFAzIY=LTgM'E, ERDN=T>. s MIN. .37 j� 12 79.08 1.16/452.42 451.50 HDPE .6 GSTING PRESERVEDk. 12"Yard Inlet 45Z67 T 1 STEEP SLOPES (TYP.) 12 1.11% 451.50 451.25 HDPE mmi w . . . . _I k /k O 447.00 GYDSB 15" Yard Inlet 449.00 Q /EX/ISTkINGTREELI�N. E(TYI. PJ. ! � 12 101.30 O/ - 5§-0\- / I o ..�<(P 4i./ 2 Q- 7...°e -.<_. �� c.... y k kF -//. .�. ./. k k/E�- // YD-5A 15"Yard Inlet 446.67 O F .. D.B. , PG. 6/0 J vF / GAR" _/ // k /. / / /, ° LL // 45 13 / ll / / k. - ./ k ;,:�. [;. _. 12 106.20 3.22/0 443.75 440.33 HDPE 0 O �. .. 61 A \ �'.v .� -ooFF l/. / / k-/ [/ii 15" Yard Inlet 445.00 N MM s G S - zo' PRIVATE r O LOT f k I G ✓; / k / W LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES %' � / � 15 sa.a2 o.35°i° 440.33 440.00 HDPE -' - . / �k o 38 �h / HAVE BEEN DETERMINED TO BE LESS THAN z5/o BASED ON NEW /k - �,, >�2� r ;\ ry • � :� ,�,✓ � 450.67 FFE TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g, >o, & zi F G \ 8 \ 6. GAR l; '; • (� g ' ySTEEP SLOPE SURVEY EXHIBIT, DATED>/6/z>) TO THE SATISFACTION OF 't / / YD 7F 12" Yard Inlet 417.00 F e ' k \ LOT 4+ .00 FFE °0, / ! / ! THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h / �// 12 68.85 5.33% 414.00 410.33 HDPE w E / 6a / ti :. / LOT / / e k / . , r y / / I / I YD-7E 12" Cleanout 413.33 O 0 F�m . LIMITSOFGREENWAY \\ so, \ / 50 417-- --- 3r ii it / / / � / a m o D.B. PG. \ z \ 1 d /,, / / / / ®// F/ / m k1 / / 4.05% 410.33 408.83 HDPE -0 67 c •<' - /',' -3q 'I� "' 12 37 00 / / EXISTING STREAM 70B NO. ° a 58A PROPOSED 8 H_DPE RO_0_F DRAIN SYSTE /. 30 . G�CR / r // .• I YD7D 12" Cleanout 411.83 o \ _„ /iey449'•33 '/ / �// k /;. / 12 110.55 4.37% 408.83 404.00 HDPE ° u � . .e V:I I .. '` � 450. FE � i / � / / � .� 1. /. . /l� „ 182150 0 \ / II .. II YD-7C 12 Cleanout 407.00 m ���� fiL�' I . lI N /\ °° 5 \ AINTENANCE EASEMENT LOT 446.33 Fp,� $ LOOT/ �/ 12 111.58 1.05% 404.00 402.83 HDPE SCALE ° \ \ r o 3U8 / GAR / /� ° / k-� / �e / OPEN SPA E \ , 49 / + - \ xo r 4 1 4� % / y // s 30 I k E {i ro-76 1z^ Cleanout aozso _ r / - � \ ` \ .'_ITS ( /..; O �i ;_/ •- yCO. l • . / �f" k4 .?�"._ j /_ / / /// .E) //// 9k/ / 12 88.50 2.07% 402.83 401.00 HDPE 1 =30 ° . \\ o I - - - - �/ r . / •,✓.. / k �. /k.k / k. YD-7A 12" Cleanout 406.50 0 { IN FEET ) e - / k ��k " , 12 70.75 7.07% 401.00 396.00 HDPE SHEET NO. n LOTj / // / k / / Y0.7 12" Cleanout 401.00 / k. \ ✓ - LOT 445 67 FFE 6 r \ \s . b / s / 4 \v inch = 30 ft. n 1 � / ' � / 12 12.33 8.11 % 396.00 395.00 HDPE 9 s \ I. • % / / % PROPOSED FLAT VDOT &LASS AI COARSE AGGREGATE OUTLET PROTECTION w GEOTEXTILE FILTER I VAR. WIDTH PUBLIC � / � DRAINAGE EASEMENT \ \ 4O1 / FABRIC UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. PG. AT ENDS & ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9 _ l l I ap (L=10, W1=6, W2=6, D=18 MIN.) PROPOSED VDOTLL. AI RIPRAP LINED DOWNSTREAM OUTLET / PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER / \ SEE VSMP PLAN FOR OUTFALL-, I -I FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM \ DESIGN INFORMATION IF / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE (WPOzoz0000y) STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY �./. '' DISSIPATER DIMENSIONS: 16LONG, 15WIDE AT THE / 21' WIDE TTHE E D. STON THICKNESS=18" -I CULVERT AN D 1 � z 3450P IT B 360GA % j "� /. % /jam / / ���- fk L: ✓ \\ 43 67 FF T i tOT i �38 / / F j j / DRAINAGE DESCRIPTIONS o 43�io' PRIVATE DRAINAGE EASEMENT jk -/ / j - PIPE INFORMATION INLET INFORMATION O J PG. c / k /. STR. NO. DIA. LENGTH* SLOPE INVERT INVERT Curb SLOT RIM F- ¢ Z d /. / jk - / /, MATERIAL INLET TYPE rz D Yt3•oo FF / LCg,Y �/ j / / / .k (inJ (ft.) (%) IN OUT Type LENGTH ELEVATION k p 433 46 / / / / 56 MH CG-6 439.67 on m w j �_ _ /. /.�" - 55 24 118.47 1.04% 429.83 428.60 RCP Z wp � _j ROPOSED 8" HDPE ROOF DRAIN SYSTEM /, LO '� j i� / /� /k / k/ / 54B DI-3B :G-6 8 437.50 O 0 < w �k / k - 54A 24 41.49 1.01 % 428.50 428.08 RCP �Lf). Z 54 MH CG-6 435.17 U) w .. cIf 53 24 52.04 1.75% 426.33 425.42 RCP V/ d \ / / / / / / /k- / 52 DI.3B CG-6 8 431.42 ~ 0 O�� / / FOREST &OPEN SPACE EASEMENT k/ / ° w REPOSED DRAINAGE SYSTEM (TYP.T y� �Y/ //j D.B. PG. / /=k 51 24 49.17 2.54/° 423.00 421.75 RCP 50 MH CG-6 - 428.00 w V i 49 24 84.18 2.38% 418.67 416.67 RCP LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES 48 MH CG 6 422.50 HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW ° 47 24 29.64 1.69 /0 415.00 414.50 RCP / TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS g, io, & ii / 46 DI-3B CG-6 STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF / THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h 45 24 85.53 1.93% 413.00 411.35 RCP 439 67 GAR / / / k / �. / i k F 446 DI-3B CG 6 6 419.67 / 5 yo/ 43933 FFE �\ \•- / / / / k \ k _ 44A 24 100.81 1.14% 411.25 410.10 RCP \ t� k / r /u , � - /o ho / LOT / � / /k / 44 DI-3C CG-6 8 417.83 / /1PROPOSED 8" HDPE ROOF DRAIN SYSTEM / //.; / �. �X i \ \ /k / / E / f oo GA 8 / s .. !,. ./ k' / / \ p� _ - N 43'• .5 \ xo k / / %� / / / / / k - - 43 24 145.11 4.13% 410.00 404.00 RCP LOT \/ 53 // c l : �08.67FFE // o / /k/ / �// k / k / w o 0 I / / k k 42 DI-3B CG 6 8 409.75 c� /1o' PRIVATE DRAINAGE EASEMENT l / i / /� 80 / / / \X \ / . pp X / k/ / k/ j k /� k k/ . �,• �� �. 41 24 123.03 2.84% 396.00 392.50 RCP o � o D.B.PG. k / /k . f y �/ /� / 43z GAR 5% 54D /LOToT\ \ ! / / k // k / k / k C I / / 40B DI 1 CG 6 399 00 / oFFE. //k1/ k/ / k k \ k 40A 24 107.20 3.73% 390.00 386.00 RCP M a / / LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / k / z3 17 �3MT f S ✓. >.�(/ k r k / HAVE BEEN DETERMINED TO BE LESS THAN z5% BASED ON NEW k / k / k k / /// +' / L T / 0 436,6o GAP = k k / /k 40 DI-1 CG G 396.00 f / / / 67FFE / i/ �/ / k% k k k./ / 39 24 170.13 3.62% 379.75 373.60 RCP TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, io, & ii 7 / i9 SS k / k STEEP SLOPE SURVEY EXHIBIT DATED 1/6/21) TO THE SATISFACTION OF/ 30. // /i // //I / k. E k- -k _k f-E .�/. '✓-..%, .k///k// _ ki�.k - ;k// l.l�� f. // . fy ./k lkfl// // k�k .k �.k l/lk. - /� /k/ /I //; �_' //'/1/ '�/_/ ////l/ l✓�iy.01 ` 1 �/ >4t33z�.•>83\.//434�L-/k O-9� A // 433478C 15 42.44 1.18/ 0 RCP MH CG 6 380.00 THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h a BSM /7 /k .6 GAR 0 / 33 FFE / /k ROPOSED 8" HDPE ROOF DRAIN SYSTEM, Ok]40D DI„C CG-6 8 405.33�/Izo'PRIVATE DRAINAGE EASEMENT 4g3 GA 40C 15 70.20 7.59% 399.33 394.00 RCP .3 D.B. , PG. yoFFGA !k �� B/, //// LOT k /k C(MN7 Elk 44D DI CG-6 6 418.33 k b ]] /k k 42 OoFFE ioPRIVATE DRAINAGE EASEMENT / k 411.33 410.83 EXISTING PRESERVED LOT D.B._,PG. /kx MBSM// //�/LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPESSTEEP SLOPES (TYP.) LOT n ./HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW k k 76 I 9% vQ v . / 4 / / j / / k % k" ,TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9, i k k k i YD-7 4z 33 PJ�Q� 7/0 / Y \ / / / % / / k STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF / 425.00 FFE XOo ���Q ` • r '` % °a \ f / // / / / /THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h BSMT ; o v� � T /, 4z9rdoGATcee/ �/� 415,17 ' o (Y. 429.67FRE - y /. F �/ / - /\° iLOT 43 r / / /. k DRAINAGE DESCRIPTIONS k kI. �l k /` 1.8 LO vN / yz7.67GAR „ / / / \ / // / / / / /� // k/1 k PIPE INFORMATION INLET INFORMATION 7S \ /., / / ��/ /' 8.33 FFE' �'� /--- /��/� - -/ - /. / /E/ /- / k k - 1 STIR. NO. DIA. LENGTH* SLOPE INVERT INVERT MATERIAL INLETNPE Curb SLOT RIM k k LIMITS OF GREENWAY / �/ I { / / / / / A// I (in. ft.Type e Ik k eD.B. , PG. / H / - 4 .1 FF . . /Y e 5 / / . D.B. PG. L r -. v 10 ) ( ) (%) IN OUT DI-3B CG-6 LENGTH EL4443.33 zz. o GA / / k FOREST & OPEN SPACE EASEMENT k k .' k I.k k I. l I // I I 3. 3BMT \"v o ¢60.48A..,� �7�. R a., LOT // / �� ^� �. // 9 15 205.54 0.52% 439.58 438.52 RCP k //_./k_ / / \,. ---L T :,'I 8'.. �ry�-c / 4?6:�3F E '. 6 .// ��_././.�/ k 8 DI-36 CG-6 14 453.33 . k. ®�/ �� 4 k /� /.%�k 67 15 176.70 0.51% 438.42 437.52 RCP MH CG-6 - 461.33 k . k l / .. / - -� 4f83 �p�i h / ... / / / ✓ //-/� / /. / ,k / k /l 5 24 171.74 0.77% 437.42 436.10 RCP PROPOSED 8" HDPE ROOF /ARD DRAIN SYSTEM / / ' / z.SohF r f 7%� LO /� k / / / k F /. l / 4 MH CG-6 - 454.83 k / ✓ LnT i2.671, f 65 i / / �/ / LIMITS OF GREENWAvk / k/ ° k I k / / I.. T / $ / 4Z3.6]GAR /'.'.k. /k -/ k 3 24 114.67 1.01/0 436.00 434.85 RCP �/ o /o / / k I � ✓ � / / � � o � /33 FFE / / k/ D.B.,D� PG. / _ ,j -- - / / 2 MH CG-6 444.00 k k /� I4z .i GAR T / / 45 yh 2 % LOT io' PRIVATE DRAINAGE EASEMENT! 4,/ / Y/k// e �/ //k k 1 24 62.87 1.19% 434.75 434.00 RCP kl k• I I / i i.83FFE r 4zz,33 GA / D.B. , PG. / / / / k / v %. 1 k / k k �. k I k r� I 4s go ¢IS r,23.00 FFE / / / k/ k/ /. /kj k I �\ /c /� / 1 / k / / 16B DI-36 CG6 8 465.17 k io' PRIVATE DRAINAGE EASEMENT o / o LIOT 1 / I , 0`^s / / . /k / / �/ k�/k �� / k �k kI k I ,' ° . k k rD.B`,PG. / I '7:: I 42 .50GA,�.. j - I LOT r� i �,k/ �. //� .�/_ ��/ / k/ E.\ f 16A 15 27.66 1.16/0 458.50 458.18 RCP 1 k / k/ ' yna7 F%' / 67 / j //� /k / k✓/ // //� � . I ` 16 ° DI-3B CGS 6 465.17 -.k. /Vk -,� / /. YD7C y11.33BSMT 4% �446 ._ >, % �� / / E/�,�k. _ Jk¢k .� 15 15 67.59 1.06/0 458.08 457.33 RCP jk k / cp - /� /. / / / / - k . / k l k 14 MH CG-6 - 464.17 LOT o ROPOSE-D 8" HDPE ROOF DRAIN SYSTEM // /. 13 24 121.62 0.53 /° 447.50 446.85 RCP k N k / / / / EXISTING PRESERVED k / 12 DI-3B CG-6 6 462.00 41 .83 GA ° , ' .i / / k / / / k / / l , r l I l 4,z0 5o f STEEP SLOPES (TYP) � . / 11 24 29.15 0.58% 446.75 446.58 RCP FOREST& OPEN SPACE EASEMENT I I I I I 4 mo 7 S !IT )+4A / /k /k // / /. / //F / / k. /4C - k/ D.B.,PG. I ao\ / k/�jk. / _ .B . L k I k III I z / r a -! . /.. / k//k /%� F //I lk k. k k l �_ k 12B DI-36 CG-6 6 461.92 .� ,� k k. . lk 1.. 12A 15 27.75 1.51% 454.75 454.33 RCP EXISTING STREAM ' - k - / / k \..,/� kk 'J �� F I / y 1 IrI \. / / k. / E /// j /` 1. / 26 DI-36 CG-6 6 456.83 /k// // //k� ��. - k k / k I./// /: 25 15 51.10 0.78% 450.50 450.10 RCP AR / k // ./ / / / �j/ \ kk � � / k 3. f k �. / 24 DI-3C CG-6 8 456.00 4zo.5o FE / k /� / / E /j / k/ // . kk k / k E. k. - / k .67B NLT� e / / ....k� k k` -<. t. k - 23 15 85.52 0.56% 450.00 449.52 RCP ,E / I I 4 \ r` •� .. „ /..' /k . 22 DI-36 CG-6 6 457.00 k/ kl. _ LOT \ �` �! // / / ./ /k� k.'' t ` . * k /fk k -1 I `,.- ... J y 4 44 / k /. -/ k� j �- �. �. -. / �/ (/ . -. k .� p * - k t f /// 21 18 89.05 0.55% 449.42 448.93 RCP / :. k �/ kI I 1 III I �O -\ �(.,AR --.4�%. / // kj. .///. ` <. t k * t./F-_ /k `./ ,/ 20 DI-36 CG-6 8 458.75 �. I I \ : 20. 0 F`FE v'rq4, � � ` / k / / e / / k F 19 24 130.40 0.55% 448.83 448.10 RCP k % ( kl / k I 67 BSM 4'1 / 4 k / / / k /� / k/% k k* k / k ,k? %� 18 DI CGS 6 463.75 LOT 4 \ / �8 / / / k / k /j / �/ �/ . / \ k.* < X / ° ` � 17 24 66.81 0.60 /0 448.00 447.60 RCP ,8 GAR 69 3 / k/ / / // / / / k I k /l FFE,i j •' 43' / �` E k XISTING WETLANDS (TYP.) / 410.67 BSM / // , FOREST& OPEN SPACE EASEMENT k k I k� / k k / k j/' , /4 20B DI-3B CG-6 8 458.75 LOT/7 . / /'/..�/ 20A 15 33.90 1.24% 452.17 451.75 RCP k PROPOSED 22" HDPE ROOF/YARD DRAIN SYSTE o� \ 1 58 / // / / k. / , ; / k/ / / PROPOSED DRAINAGE SYSTEM (TYP.)`/✓k fk / k . / k-k�.PROPERTY BOUNDARY(TYP.)� k - L! Z/ �/ 30B ° DI-3B CG-6 10 447.42 f k /io'PRIVATE DRAINAGE EASEMENT: - /� 1//. / �� / / k///, k j // k - , / k // k 30A 15 28.15 0.53/0 440.58 440.43 RCP W - - D.B.,PG. \ /k / k / -_/ k / k - / ./,. 30 DI-3B CG-6 8 447.42 / \\ - / . / y k / / k! i �/ , : / / l k / / / � E / / k r 29 15 156.27 0.52% 440.33 4 19.52 RCP zo' PUBLIC DRAINAGE EASEMENT / aAPWIZk / �/ k k k 28 DI-36 CG-6 8 454.83 D.B., PG. 0s. 64 // / 27 15 181.70 0.51% 439.42 438.50 RCP -//k YD_7 \ /k/�-I � j I%A/I�1 �,r k - � . ( IN F T, k f / 28B DI-3B CG-6 12 454.75 k i / MATCyLINE - EE SHEET sz k k 1i> ch It�. I k / 28A 15 27.72 1.19% 448.00 447.67 RCP \ Iap VIA �HNNNI ill \SEE SHttT - ij- ° F � NOTE: SEE SUB202000052 - BROOKHILL / CA 445.O0GAR LOTBLOCKS Zo & 11 ROAD PLAN FOR�\ a \ LOT 445.67FFE 7I°ii 65 ao /� �r 6 a //eg / /41 /9/ /��I 4s 3'° >a e / ROAD DRAINAGE & UTILITY PROFILES448.0oGAR / / INSZ448.67 FFE / / 91'AND DRAINAGE CALCULATIONS.PUBLIC DRAINAGE EASEMENT 'si j�" LO / / . / k w4D.B. PG. /k/ v / k. /� - k _ /' - k PROPOSEDN/ALL/ �k F / 0 j _ k MAX. HT. - k P � G 4 / j 63 P g y oo F / / k/ k / \ 444 TW /k/ E / k, k k. / / / / / / f / l ll /f f / /•. - I k /' /' / I. - k C\. j \ �;-6 1AS� \ /. Q °- - !� �a17 �._. \ \440 BW 'OO CHAR - / / 440 EG k/ - / - - /.b7 FF / OT/ / / / / k // k k FOREST& OPEN SPACE EASEMENT \s F oo \ / x5 i f ., 4353f / . / k. // � /k / I � \ �� 2 � � 4 , ti6 .,,'e � �;� / �4� � ,43g .... i , / F / / /E / D.B. , PG. .. F. i/ \ \y \ ii ( GAR ✓ , i / WALL MAINTENANCE EASEMENT l / LOT \ F F 56 6zA` .... ,f LOB / E k \k ✓ li < k / / � ! \ �' 7� � �-FFE „ � i j k . j / D.B. PG. �. \ \ -85 b R PROPERTY BOUNDARY/ A TYP. ( ) o.67F LOT 30.83 BSMT XS o io' PRIVATE DRAINAGE EASEMENT 439• GAR �'� o D.B. PG. 4 LOT w 43o�f7T Qm/B� 438 7�A/ °o .336FE., / e k� Ik l lk f k� l / LOT/ 19.50 B,Sfvt 546 /PROPOSED 8" HDPE .k ROOF DRAIN SYSTE 67 T GAR /, cp �. �7•33FFE � k. / k/ .. , / / /4z LOT O QSMT 30/ EXISTING STREAM ��. 434.6 Gq R 436 3 3 425,5o 48A 1 15 1 41.24 1 0.82% 1 415.67 1415.33 1 RCP I I 1 II 50B I I I I I I I DI-313 I CG-6 1 8 1 428.25 II 54D DI.313 CG-6 8 435.42 54C 15 41.56 1.20% 428.50 428.00 RCP 68 DI-3C CG-6 8 444.00 67 15 45.54 2.70% 438.00 436.77 RCP 66 DI-313 CG-6 10 443.50 65 15 52.04 0 0.61 /° 436.67 436.35 RCP 64 DI.313 CG-6 8 441.50 63 15 63.77 1.96% 436.25 435.00 RCP 62 DI.3C CG-6 6 439.92 61 15 23.15 2.16% 432.50 432.00 RCP 62B DI�B CG 6 8 440.00 62A 15 27.86 1.44% 433.00 432.60 RCP 70 DI-3B CG-6 12 444.58 69 15 45.86 0.55% 440.25 440.00 RCP 78B DI-3B CG-6 12 448.83 78A 15 55.98 0.57% 441.50 441.18 RCP 78 DI-36 CG-6 12 448.75 77 15 291.25 1.94% 441.08 435.43 RCP 76 DI-313 CG-6 12 442.83 75 18 131.63 0.87% 435.33 434.18 RCP 74 DI-313 CG-6 6 440.58 73 18 59.07 0.95% 434.08 433.52 RCP 72 1 1 DI-3C CG-6 6 440.33 71 18 72.56 1.02% 433.42 432.68 RCP 60 MH CG-6 - 440.25 59 18 131.32 1.00% 432.58 431.27 RCP 58B DI-3C CG-6 6 439.08 58A 24 39.66 0.61% 431.17 430.93 RCP 58 DI-3C CG-6 12 439.08 57 24 167.33 0.54% 430.83 429.93 RCP 76A 1 15 1 69.95 1 0.81% 1 436.00 1435.43 1 RCP I I I 1 II 80B I I I I I I DI-313 CG-6 1 6 1 440.58 80A 15 50.86 1 1.28% 1 434.58 1433.93 1 RCP 80 1 1 1 1 1 DI-3C CG-6 6 440.33 79 15 55.75 1 0.56% 1 433.83 1 433.52 1 RCP :" 9 DI-313 I CG-6 1 6 1 440.50 L ' N 111 (] W CA N N W w � J J U) w O L9 J zQ U w r LU Ul U) LU LU r_ J 0f 0 0 O N z U C 0 J0 CL o LU V/ H� LL T_ W Q 06 z C) Q� T� 0 Z V / O(D W J H� 2 w J ti F 0 w w a U) JOB NO. 182150 SCALE 1"=30' SHEET NO. 10 e� — _ k PROPOSED LAT V-00 CLASSA OAI(SE AGGREGATE OU LET PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & PROPOSED VDOT STD. CLASS AlAi R ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" IPRAP OUTFACE - y E L=10',W=6W2=6',D=18" MINI .) w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT SWM FACILITY& WALL�(LWi=7.5', Wz=28.5', D=2.5'MIN.) S/MAINTENANCE EASEMENT f CSEEV MPPLA / DESIGN INFORM / ARCHE A E D B VD: EXTENSION AWOO� -1W / — — I \ \ — FUTUR R A-77'p�-LCR/W \ / \ \ \ — \ -\Lu� NOTE: PROPOSED SLOPES STEEPER THAN -/w / / 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY =ERNST CONSERVATION SEEDS AT A RATE _ F E k t' 1 / OF 6o LBS PER ACRE_, OR 1 LB PER l,000 SF. Z ;. / kt E�_ /- / ✓ — —� / -- \ \ \ / \ \ \ \ \ \ \ \ \ \ _ 0(.1Xs �.S _ sc. 5 :.8°s ss G V9 \ I LIMITS OF GREENWAY- \� f D.B. PG. 0 STEEP SLOPES —�. V A A \ =DON NEW / F ( � XISTING STREAM � / �� / \ � \ F J � )CKS9,l0,&il SATISFACTION OF 1 \ \ ION 30.7.4(b)h� F\ \i/ s/ /./ — — — — — — — �' 5 / lk / - \ 1 } I I O O % / .•< k k t k E- \k-Y % k E k\ 9 F/ / / / / 7 `I -� `I I / / \ � j \ F / _ — r �ttk �Ek k E 4 yt(� F GRAPHIC SCALE 30 ° i5 30 6o ( IN FEET ) 1 inch = 30 ft. 39+So I I EXISTING ARCHER EXISTING p(,BLICAVENUE 93' WIDTH R/W AD NOTE: SEE SUB202000082 - BROOKHILL BLOCKS g, io, & ii ROAD PLAN FOR ROAD, DRAINAGE, & UTILITY PROFILES AND DRAINAGE CALCULATIONS. PROPOSED VDOT CL. AI RIPRAP LINED UPSTREAM ENERGY - 1 / / / / ----- / FABR 9CDISSIAOTTBE ENDS KEYED INTO THONG EXISTING PERIMETEER, WITH FILTER FABRIC R, AND AND THEM <T. FILTER_ V( 40' PUB IC DRAINAGE EASEMENT i / STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12 . ENERGY B , PG N DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE Lyo CULVERT AND 1$W;D A TE)ND. S ONE THICKNESS-18" PROPOSED VDOT STD. CONCRE�E I HEADWA L WITH 450 WING WALLS PROPOSED CULVERT SEE SUB202000082 �30 8oD� NOTE: PROPOSED SLOPES STEEPER THAN / 3:1 SHALL BE PLANTED WITH NATIVE STEEP ' \\ /// cBROOKHILL BLOCKS g, FOR DESIGN Mo, AND 11 ROAD PLAN \_ o' / / �� INFORATN IO00 �/ Lu le�xo uj SLOPE MIX WITH ANNUAL RYEGRASS BY i I,3 � ERNST CONSERVATION TE OF 6o LBSP R ACRE A OR 1 LB PER 1 0 oSF. \ 4 \ 11,—W / Z /\ p 80 � I 8oA I Pill 11 / . 44, / - - - - ^ e� +o0 78A --- 40+50 w - - - _ w- 44+o0 — 41+oo — 41+So W a o 43+5° 42 72 VELI +So 43+00 \ ' a O •• ��. \ VAR. WIDTH PUBLIC STREET I I 404 — — _ 78 ) 403 e / e —�--_ 76ra 4S4 \ V N Lao A, 4 O2 o 9 PRSED VD STRETE I /\ \ \ \ \ \ \ \ \ \ PROPOSED DRAINAGE SYSTOP D,CONC E ��EADWA L WITH 450 WING WALLS 4yO /PI POSED ' OI \ \ ` \ �� COARSE AGGREGATE OUTLET \ \ I VAR. WIDTH PUBLIC�� \ PROTECTION w/ GEOTEXTILE FILTER 4 NOTE: PROPOSED SLOPES STEEPER THAN I / (DRAINAGE EASEMENT \ oo , FABRIC UNDERLAYMENT. FABRIC TO 3:1 SHALL BE PLANTED WITH NATIVE STEEP D.B. , PG. / I \ V 40 \ 4-,BE KEYED INTO EX. GROUND 9" MIN. SLOPE MIX WITH ANNUAL RYEGRASS BYo AT ENDS &ALONG PERIMETER. ERNST CONSERVATION SEEDS AT A RATE PROPOSED VDOT CL. AI RIPffFEEt P LINED DOWNSTf{EAM OUTLET ' o FABRIC TO OVERLAP A MIN. OF 9" / / PROTECTION, WITH FILTER FABRIC UNDERLAYMENT FILTER (L 10 W1-6 W2-6', D=18" MIN. OF 6o LBS PER ACRE, OR 1 LB PER 1,000 SF. / / FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM\ / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE \ INSEE VSMP PLAN FOR OUTFALL', /STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERG \ ESIGN INFORMATION _E - i / DISSIPATER DIMENSIONS: 16 LONG 15 WIDE AT THE - -I / EI (WP020200004) CULVERT AJVD21'WIDEAT,THE END.STONETHICKNESS=18" / ��� � i„ _"i-�� aisvi i Lic. No. 035791 4/20/21 ¢�'41 p z w f O z O r J d k 0 � o U Lu Z o �Q Z J O O . w .~. Z m Q w Vl lm� w F�1 o w Lu /Wu N N F N N oIn o m v L z ® M N Q ® M CL � W 1 N ~ O Cn N J II > z H� Lu L.L � J J TI W LU --I � ur O oZS z LL ` C) 1--1 Q z TI 0 U d rn 6S w 1 VA• V Y V) HN y 'i Q ul U) p V w zW � J Lu � ~T L 2 (D O LL O u w J ti W w a u=) JOB NO. 182150 SCALE 111=30' SHEET NO. 11 e XD 76 69 GAR 44983 p.5o FFE ,-' / 43 / e/ E/./ r' i ! 41067 B$M/FOREST EASEMENT o SC( R. LLINS'Z O ~ &OPEN SPACE ♦ E f �. F /' �p ,.< / / � I I / i / 0.B. , PG. / LOT � / /� / / U Lic. No. 035791,E 0 4 4/20/z1 � y / PROPOSED iz' HDPE ROOF/YARD DRAIN SYSTEM of \ 1 6H / - i k / / .. _ - . i / // y PROPOSED DRAINAGE SYSTEM (I YP.)- /kPRI 0 w I�NAL E11 k / jio' PRIVATE DRAINAGE EASEMENT\ / k/ / — _ E y lW D.B. PG. / — — ' // / / ' F,/ \ / z PUB C DRANAGSr/7 / / �i / �� ,�., /� I I F /� I Fo I �3/ / DB.,PG /. // YD j \ 42 / rr�yy I / I/� !�I I/ //� I I I \ / ,. .E. FORESO N SPACE EASEMENT / v / D.B.,PG. kI. I / itINE - SSE S ET so F /IE ! E / / \ � � / o .33 \ / ./ k. / y / T /`. ��� �� (n m z w /� X /i` / / E / i/ EI i ♦ - oC 9f / DBPRIVATPE�RAINAGEEASEMENT / IEE kk,<� e / ��� ', O H o Z z � f m : I J I el e I N 4oA � E, F Vl o // hhLu ./ •-k I I E / E // /P / FOREST & OPEN SPACE EASEMENTS. I I I I I I I I E I I I \ \ o 0 4 ! E/ // � f� D.B. PG. , /. k / ° 405.33 / oD /// / %� X / % % / 4 �� �k� I / \ k- -� / > WLu u� > < �; I E I /I E ua i c� / \ l/� j /. / /E . / \ \�� it \ I p NOTE: PROPOSED SLOPES STEEPER THAN o ` / e / / �f �\\�`�,- / \\�� B / % 3:2 SHALL BE PLANTED WITH NATIVE STEEP E 1 / / s E / \ / SLOPE MIX WITH ANNUAL RYEGRASS BY zo' PUBLIC DRAINAGE EASEMENTr / / / /� e �k \ / I \ / D.B. PG. / / �' / E!e ' I ERNST CONSERVATION SEEDS AT A RATE :' / / /k < OF 6o LBS PER ACRE OR i LB PER i 000 SF. \ / e 1 1 I e1/ I / �� �\\\ /� rq F / / / /� � � / w o \ O p �\ / PARKAREA _ I �I e / / F� / L l I I I / / / EXISTING STREA / jj/ E / L FOREST & OPEN SPACE EASEMENT �I 39 y j / E/ / F /' /// / D.B.— PG. E / k k /�. �/ // / ti /v/� � a _E/' �/ k. / % j / / ' / za' PUBLIC DRAINAGE EASEMENT fl / ® M CL /�/ /y ( p E ' I l D.B. PG. _ �I W F- �I NOTE: SEE SUB202000082 - BROOKHILL BLOCKS 9, so, & is ROAD PLAN FOR o I� $ ROAD, DRAINAGE, &UTILITY PROFILES AND DRAINAGE CALCULATIONS. N J I. XISTING ioo-YEAR FLOODPLAIN (TYP.) - / /E E / - / / / H� E 41 / � w LL II I \� �/ �. e D -IMITS PG.ENWAY< I 11 , (D 37" ROPOSED DRAINAGE SYSTEM (TYP.) / / F \ E/ k / I I E / 06 Q < E Q % VAR. WIDTH PUBLIC / \\ � / OO F DRAINAGE EASEMENT / � \ /� e / i I / E\ \ U 1 D.B. , PG. �/ k \®/ / fE ' �% k"� ` O\X� ' \ /�� V� '^l F� E k � k p \ �, FOREST & OPEN SPACE EASEMENT - j' " -` k k E F E E / D.B. PG. I ♦ �J J %) 7V , oc �/) (7 F k � � k /E \ \ \ � -Lu � , ,' XISTING ioo-YEAR FLOODPLAIN // Oo' U v) J Lu PROPOSED PALL-DSEEVSMPPLAN� AP �� -E ✓ / / / / ` — — - e CHANNELOUT4 - FOR OUTFALL DESIGN INFORMATION E / ----� I,\ \ Q O '(WPOzozoo ,� e �. I ( O /4)/ �s O O N MM \ \ ♦ I �_wooL---�—' W �' \ ~ I PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL / \G-APIIC—SC-AfE_ ♦ I I l I l / l / I I I '' / w/ GEOTEXTILE FILTER FABRIC UNDERLAY MENT ' \ �' \ ^0 w I / (j � _ (L z4', Wi-6', Wz=iz', D z.5' MIN.) / I �♦ �� — �— 3� — — — — — @ ♦ ce m JOB NO. // / v — T62— — E / E / /` 1 ♦ — — — h f F� 0 � / / 1 in J-- 182150 SCALE \I ` � �� � �' — ✓ � — . / / / ^^� — I E kI I — / SHEET NO. 12 6 z w w z 0 z w z z J J 0 U O C O U .9 v S 0 0 C Y 0 y 0 U h c 0 U a c 0 C� a c O U c 0 U O E 0 C J C OR 2. CA 273'4" MIN - 28Y4" MAX RAIL HEIGHT Bi.y.. 6i.3" 3'-1Vi3' I/z" 3-1Ve'• 3•.1 P IN xNIJN /{MKN AV. I J J �J IJ �J IJ J IJ GR-2 GR-2A RI MST SPACING) UY-11/2' POST SPACING) NM DYNAMIC DEFLECTION - 3' MA% DYNAMIC DEFLECTION - 2- NOTES: GUNDRIL LOCATIONS SHOWN ON PLANS IRE APPROXIMATE ONLY MO CAN BE ADJUSTED DURING CONSTRUCTION IF ND AS DRECTED BY THE ENGINEER. x OPTIMAL CI METHOD FOR DETAILS OF POST AND BLOCKWMW NESTTEDTS SEE SHEET W. SOLOS x R METHOD USNC NEED RAIL uNI AILS MdnONAL FOR DETOF RAIL ELEKNT,RNL SPLKE MINI NM RAIL ON BALK OF POST ASSOCMTED HARDWARE SEE SWEET NOS, 501.01 AND 501.02. x WHEN NESTED RAIL M ADDITCNAL RAIL 5 PLACED M BANK OF MST BAIL ELEMENTS ME FURNISHED SHOP CURVED FOR RID( FOR GH-2A THE POST SPACING WILL BE 5'-3". BETWEEN 5 FEET AND 150 FEET. ALL WARDRAK POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN'p PER FOOT FROIA VERTICAL. W BEN(. BLOLXOUiS MO POSTS SHALL BE SET MO &IGNED WITHOUT ALTERATION OR FORCE AS PER SECTION 505 OF THE SPECIFICATIONS ' ALL M-2 AND GI RAIL NALL BE MAINTAINED AT A ROCHE OF 27Y" MN - 2B •' MAN M AEASNRED PER STANDARD GR-W. ALL W-BEM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE LPH IL UP SA METHODS OF NESTING THE RIL OR USE OF AN ADDITIONAL- RAE ON THE BACK OF THE POST FOR STANDARD OR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO NST&LATION. ROAD AND MME STANDARDS 501.04 EXISTING M PROPOSED SIDI M SIDEWALK SPACE T EXPANSION MINT - 'ANSIM JOINT EDGE OF PAR FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE WITH LINE LS FLARE RATE PLANE RATE 70 9' .HPt 15:1 IN 60 B' 28M 14�1 IT 50 6 5' 21:1 1T1 40 5' 18:1 &1 30 4' 13:1 7:1 W-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING. CG-12 A WORNILIC CEMENT SDEW&K (DEPTH IN INCHES, AREA IN SQUARE YARDS) T ♦� CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEETI •5 DOWELS, B" LONG�I PERNSSAE R GENERAL NOTES: DETECTABLE WI M SURFACE (AREA IN SOUME YARDS) AT 12" C-C CONSTRNI s'MN 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY MMCATED DOLES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD JOINT 2. DETECTABLE TRAINING SHALL BE FROM ME MATERIALS APPROVED LET FOR BE SHMMMI FOR EACH CURB CUT RALP. 12:1 Max DETECTIBLE WMNNG PHRASES. PRODUCTS NOTE LISTED SHALL MEET IOEWALK RAMP 12:1 M.VI 13.1 MAC i S' • MM THE REWREMMTS OF THE SPECIAL PROVISION FOR W92 DETECTABLE 48P MAX o B E%� WMNNG SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND { 12'�1 M'UI 1 SPECIAL DESIGN SECTION FOR APPROVAL. \ L J} 3. SLOPING GOES OF CUM RAMP MAY RE POURED MONOLITHCALLT NTH RAMP 4 FLOCK OR BY MW PERMISSIBLE CONSTRUCTION JOINT NTH REDWEO BNiS. WITH BUFFER STRIP B 4. IF RAMP FLOOR 5 PRECAST HOLES MUST BE PROVIDED FOR DOWEL BANS 50 RNIP RAMP TNAT ppJCNING FLARED SIDES CM BE CAST IN PLANE ALTER PLACEMENT OF 1O'1 MA`S / (SEE TALE) ~ (SEE TABLE) TRMSTCN COTTER PM SLOPE PRECAST HALF FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A L/ A i0 1IX1 THROWN RNAP LENGTH 5. REQUIRED BANS ME TO A NO. % B" PLACED 1'CENTER i0 CENTER /LONG TRANSITION BETTER PAN SLOPE BOTH SIDES OF THE RAMP FLOW, YD-DEPTH OF RIJIP FLOOR. MHNW PERPENDICULAR TO 2IX11MR000X RAMP LENGTH GOTTEN PM MAXIMUM ROPE 20:1 tart M=s CONCRETE COVER 1Vz . ������v200 T 5 6. c1Ea / UDED IN PREFER POPE rBO/ CURB ADJACENT TO c11R6 RAMPS ARE MCLUOED IN PAYMENT FOR LIMB / CURB AND GUTTER. �5•NN 5'1U YIN ]. CURB EFLANIPSENGINEER. ARE TO BE LOCATED AS SHOWN A THE RAPS OR AS DIRECTED 12�J N SHAPE TO MATCH FILE WITHOUT BUFFER STRIP BY THE ENGNEER THEY M£ TO BE PROVIDED AT F A HIGHWAY WHEREVER CILITY M ACCESSIBLE ROUTE WITHIN THE PoGHi ER WAY Di A xGHWAY FACILITY RR MAN OF ROADWAY CUB CROSSES A CURB REGARDLESS OF WHETHER SIpEWAD(6 EDSTING, PROPOSED. BALK a CURB 4 1 2Dn EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT OR SHOWN OENT. THEY MUST BE LOCATED WITHIN EOESTRUN CROSSWALKS 4B AS SHOWN ON PLANS OR M STOP LID BY THEXIS ENGNEER, AND SHOUTED,FNOT TYPE B BE LOCATED BEHIND INLETS, ETC STOP LINES, ROUTES LIGHT PROVIDE A CORE H CESTRE DROP INLETS, ETC. ACCESSIBLE ROUTES ATHCN TING ALL PARALLEL ACCESSIBLE D. STABLE, F A AND TY THAT CAN PATH CONNECTING ERE =41CALIT�- YAodEC eBIMKK. ANDfUSED ELEMENTS OF A FMILITT THAT CAN BE APPNAdWfD. ENTERED f YAN\v'AN2'MIN. AND USED BY PEOEsrNMs. Y�H`6Ky URNJN�iA`VCu'�YI�, KR/! SECTION A -A LJx�Wc 4en NAX HE RAMPS MAY BE MACED CM RA IIL OR TANGENTIAL SECTIONS PROVIDED THAT C, CRAB THE CURB OENNG Is PLACED WITHIN THE LIMITS OF THE CROSSWALK AND --DETECTABLE WANANG SUREACE PERMSSBLf MA% COW FRICTION im THAT T AT T TI F THE OPENING I 5'WN HE SLOPE HE CONNEC M 0 CURB 0 EN NG S ANT �T P JO 4 PERP EDILULM i0 THE CWB. T 'W. TF E $'MINI ''E %� GR055WhK `.O•I L�. r' T L. TYROMM CONCRETE SIDEWALK E IR THICK. WHEN THE ENTRANCE Y TRAMCK ACCOMMODATE THE LURMNG REQUIREMENTS OF ANTICIPATED HEAVY TRUd( TRAFFIC. REFER TO STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY 4' ONT 2^TRUIX TRAFIC) FON CONCRETE DEPTH.EDGE a SECTION B-B OS CURB AT XX SAME TOP OF CURS CON RLTE D WHEN CURB RAPS IRE USED W CONJUNCTION WITH A SHARED USE PAT" M THE MINIMUM NDTx SHILL BE THE MOTH of THE SHARED USE PATH. NOTES: ONE DIRECTION C TYPE C FOR THE ONE DIRECTION WITH BUFFER STRIP 11. WEN ONLY ME WEB RAMP Is PROVIDED FOR TWO CROSSINGS (DIMMUL), A 4'. 4-LOADING MCA SHALL BE PROVIDED TO MAN UNER A WHEELCHAIR PARALLEL & PERPENDICULAR L eMERa1 xOrfs On oErecrMLE waRxlNe SURFACE. SEE SHEET 10F 5. WITHOUT BUFFER STRIP INTO THE CROSSWALK WITHOUT GOING INTO THE TRAM -WAY. THIS 4'x 4' T REQUIRED Tx F A P R T i f FEET, 2 ED LEND 0 PARALLEL IMP 5 LN ED 0 5 EE . LMUNO MFA MAY NCLUCE THE WTTER PM. REGARDLESS OF THE SLOPE. EG DLE CASES WHERE CURB PUMPS EE INTERSECT A RADIAL SECTION OF 12. CUM CBRB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE TRBNCATED DOME B"-2P C-G G DUTIES P X A MAXIMUM P H AT T RAMP 3. W E AN SHALL BE M MUM SLOE OF 20 HE M OPENING. g G WARNING SURFACESHALL HAVE A FACTORY RAOIUB OR BE FELO -MOgFEO AS RECOMMENDED BY THE MANUFACTURER TO MATCH O O O O O z 4. OIK.MA PLACEMENT IS NOT PERMITTED. 1 5 THE BACK OF OMB. O O O O O O O O O O O O J O- O. 0 0 0 O O O O O O O �F LNONC PIMP 00000 00 O 00 O 0000 o + - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 u 0 m� I X- 5X F gMETER o00000000000000 -0ETECTMLE WMNNG AT VARIABLE KICK OF CURB-14" I FULL WIDTH OF HARP FLOOR I SEE ROTE 12. oT EAPA DRAIII. 1 PpY LMIIS TRUNCATED DOME *SUGGESTED MAXIMUM RARE MITE DETECTABLE WARNING DETECTABLE WARNING F -II SYSTEMS. DETAIL OR SEW -RIGID BARKER S S EMS. INSTALLED ON A RADR)S DETAIL TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCExT MINIMUM NAME LENGTH IN FEET 4" CURB 5" CURB 0 4 6 5 ] 2 5 a 3 6 B 4 6 12 5 10 15 6 14 15 CROSSWALK CNN �9HT' CRDSSWALN SL 1 � CONCRETE CROSSWALK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS�LARGER ROM WITHOUT BUFFER STRIP WITH BUFFER STRIP A COPY OF THE ORIGIN& SEALED AND SABRED DRAWNG IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATOH XVooT SPECIFICATION �VDDT A COPY OF THE MIGIN0. SEALED MD S6NE0 DRAWING IS M iLE N TIE CEMflR OFFICE. SPECIFICATION REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE RD.D MG RROGE STMDNDS CC DETECTABLE WARNING SURFACE REFERENCE NDpD AND MIDGE STANDARDS C -12 DETECTABLE WARNING SURFACE (STRONG POST SYSTEM) zm GHEET t.F a EWsroN DATE (GENERAL NOTES) 105 SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION ro5 soz NROHU DEPARTMENT OF TEMSPMTpiION 50''• 20y 0y OJ/15 NRdNIp DEPARTMENT OF TRANSPORTATIONSD2 2040y 04/18 VIRGINIA DEPARTMENT OF TRMSPMTATION 504 WDTRUPPREH OF I I LINTS UL EDESTPoM _ _ _ _#' LIMITS OF PEOESTRVII ® Ai Fi gTREET IPPROOLX 501E SIIRFMING AC E55 ROUTE KFESS ROUTE F2M (RMIIK ro Bf a I I C AS MAINLINE ROADWAY (SEE NOTE 6) C UNPAVED SPACE NON-TRAVEMAA E .• WPpyED SPACE SHOWN ON PLNIaI }AAA (RADIUS TO ASW10�O / RMVL MTION SHOWN M PLANS) T / CLIMB AND BUFFER CG-0i USE[ NOTE ]I / FR ___ -,_ #- 9DEWAL( I I ISFF NOTE 2l B• OPIUM& 6" 0 R LIMITS OF PEOESTR SS ROUTE NON -TRAVERSABLE -' CESS ROUTE ,��� --- I ROW UK E]IPMGM I E%PAM ON PEDESTRIAN ACCESS ROUTE DETAILS WITH & '1dNf _ h JOINT WITHOUT UPAVED SPACE NOTE WroER •r r-OP. M A4 ANMMNLNE ROADWAY SOWN ON TYPICAL SECTION. AJ MI NIGHNR CW WAr S RED ED F THE OMITS OF PEDESTRIAN ICLESS ROUTE EKTENO BEYOND EXISTING +s• PLAN VIEW M PROPOSED VDOT RIGHT -OF W : MAINLINE WADWAY SLOE ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS.' UNOBSTRUCTED, STAKE, FIRM AND SLIP RESISTANT . 6'- E. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EDGE OF SHOULDER M UP PARABmIC CURVE aY WS. D HALF PLAN FACILITYBY PEDESTRIBE ANS. APPROACHED, ENTERED AMID N. R:.:OPTIONAL ROW NNE .......... MNN.FE ROADWAY ---- - - - - ---- W IF PEOESTPoAN ACCESS ROUTES ®ARE BEINGo e9 e9 eva SIX p DIM 4TRAVERSABLE WIDTH IS " ROPE CHANCE RO NTA CROSS ESECTION B-B D WREN USED N CONJUNCTION WITH STANDARD CC-3OR LG-].THE CURB FACE ON Two T:-p: STANDARD IS . BE ADJUSTED TO MATCH 'I�--III SWAM IIY FOR UNPAVED GpEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION.S. YIN. COMMERCIAL ENTRANCE CURVE >. M CONSTRUCT WAGE CHNK£5 WITH A PAM6aUC CURVE. NORMAL GurTER A ® ® ® i x , e- °.:. SECTION A - A R." ' >. ' i. e' I:. 4.4• #O% TO 10% CHANGE 4b� 4Pe�6e::e a^ee'SYobbY4P eY484 Y q'^�^'` '_'� 6'• AGGREGATE BlSE CLASS M I .ES.) WHO. SECTIONO C-C TYPE (SIZE 2B -0- 2 _- 5•-D•• POINT OF GRADE CHARGE r"- Y• Y.1' IIX NM. SLOPE WIM3 •IL 'K• '�' FOR CURB MD WrrER MLv # IHELIE .i.' •i, •� - i Y 12 % MAOMUM INCREASE IN ROPE AT YINMMM O' INTERVALS •L' M• FOR SIDEWALK CURB AND CUTTER x x i 3 X WARREN DECREASE N SLOPE FOR FIRST D'INTERYAL AND •'e:e-e , BUILT CONCURRENTLY 0 X MA1WW DECREASE FOR SUCCEEDING NINMIM D' NTERVALS SECTION A -A SECTION C-C SECTION D-D NVDD-r SREiIF a cM SPEFI�E"„�" METHOD OF TREATAENT- STANDARD ENTRANCE GUTTER ROAD AND BRINE STANDARDS CONNECTION FOR STREET INTER: SHEET 1 OF 1 REVISION DATE N2 N2 COMMERCIAL 203OS 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATIC M-5 NOTES: I. THIS TTEM MAY BE PRECAST OR CAST IN PLACE. 2' CONCRETE IF OBPREE CLASS AT IF EAST N PLACE, AND I3. COLE MMM CURB M BUFFER HAVING A RADUS SSMALL BE PMOFOR AS DIAL ONGFACE Bl CWB N GETTER. 4, FOR USE WITH STANILMW OPEN-DRIOED DRNNIDE LAYER, THE BOTTOM OF THE CORE M GUTTER euu BE CIXBTRUCTED PARMHIIT TO THE KOE BOURSE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CPITERIA FOR THE USE OF CG-6 15 BARED ON ROADWAY 0.ASSFICATION AND DEBT OF SEED AS SHOWN N APPENDIX A OF R TIE ROAD DESIGN MANUAL IN WE SECTION ON GS UTBAII STANDARDS. • D , A YW a'' .'A .'A .'a .'a . SUBBASE COURSEPROVIDED A MINIMUM DEPTH OF 7" B NNNTINEB. NOTES: 1. THE REM NAY SE PRECAST OR CAST IN RICE. 2. CONCRETE TO BE CLASS AT F CAST IN RACE. 4000 PS IF PWCMT. 3 CAULONG FAILS OE GBAMS GUM) WILL OBE P� FOR AS RADIAL CURB. 4. THE DEPTH OF CUB NAY K REDUCED AS MUCH AS W 15" DEPM) OR INCREASED AS MO N AS 3" (21" DEPTHIN ORDER THAT THE BOTTOM OF CORE WILL CaN WWH THE TOP OF A COURSE OF THE PAVEMENT SBSTWCTWE. OTXERWS ME DEPTH 5 TO BE 15" A4 SHOWN, NO ADDS LEI! N THE PRICE aD IS TO BE MADE FOR A DECREASE OR AN INCREASE N GERM 5, CO-2 IS TO BE USED ON ROADWAYS MEETING THE REOLWEIENTS FOR CO-15 AS SHOWN N APPBDIX A OF THE VDOT ROAD MICH MANUAL, IN THE SECTION ON M URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED CC-11 GENERAL CONSTRUCTION NOTES FOR STREETS GENERAL NOTES L WHEN W-W B USED FOR STREET CONNECTONS THE CONNECTION MUST BE DESIGNED IN ALCOMANCE WITH 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. MSHTO POLICY ND THE APPLICABLE REWIEIENTS OF THE VNT RCN( RESIGN MNDAL.INCLUDING SIGHT THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN DISTANCERfauREMfxrs. ADVANCE OF THE START OF CONSTRUCTION. 2. MEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TMNNG REMFELEHTS OF IMICPATED HEAVY TRUCK 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL TRAFFWITHER .TIE OES O FOR SIDEWALK N CURB RAPS NTH& THE LNITS OF THE IDEN OLLD BE HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE INCREASED TO 7". 3. MEN USED IN CON"CRON NTX STANDARD CO-3 SUBMITTED TO 774E COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED ON CG-] THE CURB FACE ON THIS STANDARD IS TO BE DJdTED TO MATCH WE MOUNTMLE WIN PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR CONDDRAIDN' APPROVAL. 4. SEE STANDARD CONCH FOR CURB RNP DESIGN TO BE USED WITH THUS STANDARD. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WI774IN E M F 5. OPTIONAL ROWI.IBE WAY BEWBE WATBWG 6 A KWMPRECLUD EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED PFT xN O W To PO WATER. TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. ENTRANCE NOTES 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL 6. PLAINS ARE TO INDICATE WHEN COMTIDCT OF A ROW BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS LTE ENTRANCE. Is REQUIRED To PROVIDEPOMANAGETRVE MANAGE ACROSS TIE NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN PAVEMEN SHALL BE CONSTRUCTED TO WE 7. MAW MEXCEPT R/W LINEXCEPT MY SU GRADE STABILIZATION GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE WWWD FM MANLNE PAVEMENT WHICH CAN BE OMITTED N THE ENWANCE.I FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. B. MMVL GLIB OR COMBINATION WHO AND GUTTER 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO SNAIL NOT BE CaWSTRULTED BEYOND THE R/W LURE EXCEPT FOR ERACEMENT RORPOSES. VDOT CG-9(A, B OR C). 9. THE DESRAULE AND MAIMUM ENTRANCE GRADE CHANGES B• ME LISTED IN TIE ALLOWABLE ENTRANCE GRADE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO TW�MNE.0 ONS VALUES ME ROT APRICARIE TO STREET VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE IroLfHBE GRACE CHALKS D' DESIRNLE MMIMMY HIGH MORE iMAN iNO M 0 x 3 X YEDDN 500-1N0 VPO 53x 6x LOW LESS THAN No Msax 1Bx NOTES ILLOWMLE EMflA10E GRADE TABLE IS W APPUCNLE TO STREET CONNECTIONS TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICRY ADHERED TO. 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 774E ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN 774E OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, 774EY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. �R ero 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT m-m ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES DOI 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. 7HE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDI77ON OF 774E ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS7RUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WID7H AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS7RUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CO-2 OR UD-4S) TO BE PRO14DED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WI7H THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS 07HERW4SE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF 7HE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /I OR 111 PRIOR TO PLACING AGGREGATE BASE. BEFFIEIQ COMBINATION 6" CURB AND GUTTER `--- EFfBENGF STANDARD 6" CURB `---- 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE ROAD AND BRINE STANDARDS ROAD "RIG BBOBE n'HOM�S IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE IDS BM VIRCINA !DEPARTMENT OF TRA MRTATIgN EW510N DATE SHEET 1 OF 1 OS N2 YRaxA BEPMTBEXT OF TRNWSPaRTATXN REVISION DATE SHEET 1 BE 1 SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. z010.] sOt01 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ALBEMARLE COUNTY NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. GENERAL CONSTRUCTION NOTES FOR ROADS THATARE PROPOSED TO BE STATE MAINTAINED: 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0.3 GAL./SQ. 1D.). 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE K17H CURRENT VIRGINIA DEPARTMENT OF ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY TRANSPORTA7ON SPECIFICATIONS. . ( VDOT) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE BEFORE BEING COVERED. 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ANY DISCREPANCIES OCCUR 774E REQUIREMENTS OF THE PERMIT SHALL GOVERN. ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY 7HOSE 2. ALL MATERIALS AND CONS7RUCRON METHODS SHALL CONFORM TO CURRENT SPECIFICAT70NS AND iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITYTESTS, BEFORE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY STANDARDS OF VDOT UNLESS OTHERWISE NOTED. PLACEMENT OF ROADBED BASE MATERIALS. BE LOCATED IMTHIN THE STREETS RIGHT OF WAY. 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 iv. AFINAL PAVEMENT DESIGN,BASED ONACTUAL SOIL CHARACTERISTICS AND CERTIFIED rick Pavers -� - ITRIP GENERATION CALCULATIONS vvTRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) TOWNHOUSE UNITS (CODE 230) ADT: 494 VPD (247 ENTER/ 247 EXIT) \1 L (/ ( \.AM PEAK: 37 VPH (6 ENTER/ 31 EXIT) q< PM PEAK: 44 VPH (29 ENTER 15 EXIT - - \ I +-i m cF, \ INN Lic. No. 035791 R�L_ 4/20/21 �wQ1 \ 1 I � / z \ J V Z W I I I I I 103"' [n. Q \ �'✓ L z , f \ , TRIP GENERATION 'f 1 150R� Pavement Design Location Archer Avenue Eustis Avenue Koch Court Flora Lane RF= 1.0 h a O J O \ \ U E U J W Z -1 < Z A A v® \\ Z Q v O A LU cI W W W Ce h a Base b a Sub -base h a Dip 3851 12 13871 14 14 119.47ISM-9.5 11.5 2.25 IM-19.OA 11.5 1.67 BM-25 5 2.25 21A 5 0.6 20.13 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 Wa BM-25 5 2.25 21A 6 0.6 18.23 192 2 212 4 14 19.36 SM-9.5 12 11.67 Wa IBM-25 1 1.6 21A 8 0.6 9.74 192 2 212 4 4 9.36 SM-9.5 2 1.67 Wa BM-25 1 1.6 21A 8 0.6 9.74 58 2 78 4 4 5.88 SM-9.5 12 11.67 Wa I 2IA 8 0.6 9.74 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. BEVELED UNITSIO. cM ."..CNINTNTRENTI.PPE.C. iO VUT1UN2INCHES0FTHFIUWERB6 FAC \\� HT IMMDIhH l� AEGchorTM Diamond® X 'INPORCEMENT CONNECTION WX(NOT TO SCALE) .--...."...:......"c I w\w 1 VREINFORCEMEINTATTED NTLENGTT GRADP\=1CREINFORCEMINI EFINE%CPVAT L- LENGmOF OFGEORYNITENEiRC REMPOPCEMENi wo: ARChorTM DiamI DI EXCAVATION OUP-RSIZMG X G WX (SCALE: 3l2"-1'-0"1 TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS Pol eric Sand 1-2" Compacted CONSTRUCTION. / YFn PLACED. etal PaverLiswept Joints Dust Setting Bed 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER17LlZED, SEEDED, AND MULCHED. Ed in (5' MIN) 9 9 4" 2iA Stone 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE PAVING COURSE AS SOON AS POSSIBLE. CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION DEV7CES. AS PART OF THE FINAL INSPECTION. 8. UNLESS 07HERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES: 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 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE ¢" COMPACTED AGGREGATE INSPEC7ONS AS OUTLINED IN THE USBC. 2" SIVI 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON BASE COURSE, UDOT #21A SURFACE COURSE PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF 774E NEXT UPSTREAM MANHOLE IN 774E PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF 774E MANHOLE COVER OF 774E NEXT UPSTREAM MANHOLE IN 77-IE PUBLIC SEWER SHALL 1\ \ \ • \ .\\ \\ NOT DISCHARGE THROUGH A BACKWATER VALVE COMPACTED 6 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SUBGRADE 5' MIN.) ) 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY CLASS A - TYPE 1 LOW -MAINTENANCE PERFORMED IN ORDER TO APPLY FOR A DEMOL177ON PERMIT ASBESTOS REMOVAL PERMITS ARE REQUIRED PEDESTRIAN PA THWA Y DETAIL IF POS177VE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLL CONTACT VOOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOL177ON PROJECTS AT 540-562-3580 x131. NO SCALE 4" CONC. 3000 psi MIN. 4" 27-A STONE BASE CONCRETE SIDEWALK NO SCALE I. F n�.leeor /o¢or /o¢or s RIMMING eo. 2'OCIO /o¢or „ S 4 r ;oofoae:�o°eae°o�o4ea¢ai`Y. oeA �%aeao� �%aeae� %Soma- - • EARTH, MULCH, OR STONE DUST NATURAL WIDE ENOUGH TO EARTH f MARK TRAIL LOCATION CLASS B - TYPE 1 PRIMI TI VE NA TURF TRAIL DETAIL NO SCALE AnchorT" Diamond® X TYPICAL BASE PREPARATION wX (NOTTOGGU) „""a'••e1O1�•"` BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A ASPHALT PAVING - ROADS NO SCALE GL" (TYP.) SEE PAVEMENT CHART FOR DEPTH OF EACH PAVEMENTCOURSE TYPICAL STREET SECTION - PAR. WISOTH PUBLIC R0 R/IY (AWH COURT & FLORA LANE) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (MOT TO SCALE) WITH BUMPOUTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. WIDTH PRIVATE R0.4,0 R/W (FLORA COURT) 20 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (MOT TO SCALE/ WITH BUMPWTS ALONG ROADWAY. 6"WHI WHITE _AXESTRI G nurauN_, 6"WHITELANE STRIPING !mavi.urq 36'FIC-FIT TYPICAL STREET SECTION - 61' PUBLIC ROAIJ R/fY (EUSTIS 44 VFAVT) NOTE NO PARKING .E`5 MPH DESIGN SPEZD ALONG ROADWAY (NOT TO SCALE) TYPICAL STREET SECTION - VAR" WIDTH PUBLIC ROAD R/W (ARCHER _ II 7� 25 MPH DZSICN SPEED NOTE: PARKING TO BE PROVDED BETWEEN BIM (NOT TO SCALE) LURE AND CURB WITH BULMXITS ALONG ROADWAY. TYPICAL STREET SECTION - VAR. WIDTH PUBLIC ROAD RIF (ARCHER AVENUE w/ On-Steet Parking) 25 MPH DESIGN SPEED NOTE PARKING TO BE FRONDED BETWEEN BIKE NOT TO SCALE) LANE AND CURB WHIN BUMPOUTS ALONG ROADWAY. r C'7 z co N I® M N O WN WQ > LLI I� J 0 JUT LU zU L ' LU Ul Ljj Z LU U) JLU JOf Of O O O (N U LU 1 H� LL T� � U) I --I C6 LU 06 T� LU V/ O O co J J H� 0 LL W W J F- p w a U) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 13 ACSA 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. iS. 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. BLIND L H T L I H T 90 2SO 250 3.01 (1 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 200 2.25 2.50 0.15 11 1/4 1,50 2.00 2.50 0.10 90 3.66 3.16 3.2 0.48 6. 45 2.66 26 2. 0.26 22 1/2 1.66 2.16 2.69 69 0.1313 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 O.B3 10" & 12" 45 3.33 3.58 2.95 0.43 �� 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 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 FIG. W-3 ID-3 z M a JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10'L� -101, 5' -10, 5' WATER SEWER AD rc C LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM Y SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS 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 U M.J. GATE VALVE WATER LINE d IA b 1 1 250D P.S.I. CONCRETE 8 A 2'K 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 NTS FIG. W-5 TD-9 151/2" E.31 W. 194 CAST IRON CLEANOIIT FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED AROUND CLEANOIIT COVER EXISTING GRACE REPLACEMENT (3500 PSI) REQUIREMENTS ] PVCFEMALECLEMCUFEADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S90E-10 AWS° " WITH 10 1/4" BAND PVC PIPE SEE BACKFlLL AND BEDDING 45° BEND REQUIREMENTS PVC PIPEEWER LATERAL FUTURE SANITARY LATERAL VIYE --- TI [ (Y 'A BOTTOM OF TRENCH SECTION -A' SEWER EASEMENT OR RIGHi-OFWAVEASEMENT OR RIGHT-OFWAV FUTURE �CUSTOMER'SPROPERTY v SANITARY LATERAL (WHEN INANE LAYOUT REQ'O) CAST IRON CLE4NOUT .e`:. FRAME AND LTD 1 'T �T f I I LLL ,1 IF I i i �L�5141%�S� AI L{L / 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 624' IN B. INITIAL BACKFlLL B24 INa. MIN MIN. MIN. MIN. \ - 6" BEDDING t „^- #68 STONE STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 MI - INITIAL BACKFlLL 4 MI UNSTABLE e" 8- 88" 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 ODUMES9W a 3/1 MALE PIPE COUPLING ON APP�mWD EDUAT Q I' TYPE "K w [PPE FOR USE ON CNED PRESET PUNGLEDUAL ERv oN OUAL NEsmENnu REUIAND sN SERVCEN IRUnAl Ro INNunw >arncE.s. ...... E Mole nO SYPATUD mnlws i z. j� DUAL SERVICE G 1• CWPIESgW a 3/1 MALE PIPE CWPLI14 OR APPSrn.EO EQUAL I• T,PE nL- G comEN OFYU YSE ON MLA<Flm SwGIE FAMILY F£MGEI SENACE WERE AN IRRIGATION MIERE IS N07 MWDM SINGLE SERVICE NOTE 1) SADDLES s 1 BE ARD ON PVc NEE. eAST IPax uD FlN SHOD OtM[ , n �� tY-I S• LocRwxc III N BAL1 'ALE eEEF ONLE A U'E'1 WAR, LLPPERSETTER 1/8 BEND CWPLING� 3"s 11 I I Y EIER CCIdVM' ATIM SHOP AS xDAMON fII55MCY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-EA 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 qA 4 Q, 4" MINIMUM d? r \4.a - - - - - Side View - - - - 42" Minimum p 6 O, compaction of 95% C compaction nqulntl d,. Galvanized Steel Beam, b W12 % 14 (m 11, 112e) 4 3' min. penetration into undisturbed III or as approved b the ACSA. 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) NTS FIG. W-7 TD-13 �E F \En \EE u� $ - ao NG F Q- CL <Fox aE Z oEDEG0 F FITIE a o <E oW E N �o E _E w E¢ E U v a BL CE E „m -E O - 0 - E\ E o f e E o f w A,N 1, n . N O O Lt 41 TYPICAL MANHOLE FRAME &COVER N.T.5 FIG IS-D TD-1 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. VI TD-5 FINISHED GRADE ---IT ---I -TIT-I FI 7fT-TlT-ITI-7Ff - TRENCH REDUCER r2500 P.S.I. CONCRETE THRUST BLOCK ------- '-�-------------- UNDISTURBED SOIL E _f ir MN PROFILE VIEW} UNDISTURBED SOIL - EDGE• 24" MN - - - OF TRENCH . ---- ----- REDUCER { f B MN IN y 2500 P.S.I. CONCRETE THRUST BLOCK --� • g' MN ---------------- -4----------- 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-ID NOTES MIN. 60- DIAMETER MANHOLE 0 REQUIRED. CYu. no- Ima DROP NANIOLE Pvc omu \a USE APPROVED FLEXIBLE RUBBER' o TOOT ;� e 4' GASKEIE31 STOP COUPLING 0 2T '',h.,. UROP PIPE PIPE STRAPS - (STAINLESS STEEL) p SPACED EVERY 2' VERTICALLY 90• RESTRAINED BEND `'_ � 16-SE"EN KIF 'PE E PIPE PLAN PROFILE MIN. 6' BEDDING WITH NO. 68 STONE 1_ HEIGHT OFTHE VERTICAL DROP PIPE WILL BE DETERMINED BY THE A6A, BUT SHALL NOT BE LESS TRAN TVVC (2) FEET. 2. VERTICAL DROP PIPE SHALL BE STIR 26 P.V-G, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FIITNG WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE POINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVE ITT AS NEEDED TO PROVIDE SMOOTH TRANSRI ON FROM DROP CONNECTION DISCHARGE POINT TO SPRING UNE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. Z MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNEcnON, OR TWO W DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. 5-1-C2 TD-30 36"MINI LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFlLL* 8"MIN (6" UFTS) EMBEDMENT M THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 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 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 % 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 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 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') 181 ALVE 80% 7 CU. FT. 469 STONE 42'MIN _ 6' GATE •"y VALVE LL. TEE 2500 P.S.I. CONCRETE ` , '+ BASE AND THRUST (7,. ' i '� •' \\\Vjl} BLOCK AGAINST 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 CRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FlG W-4 TD-8 �IA 27 1/2' DIA [38mm] [699mm] 25 1/4Y DIA 7„ [1367mm] [178mm] 24" DIA f [BOBmm] 28 7/16" DIA 5/8" [722mm] [16mm] 36" DIA 0 28' [914mm] [660111171.11 1/2" FRAME SECTION [20mm0mm] [38mm] •• •_. LETTERS FLUSH) I 3 1/8" 1/2" [79mm] 22 13/1613mm] _I 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] (6 [14mm] SECTION VIEW 1/4" mm) CIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/I6 X 5/6 X 1 1/2 .1800" RUBBER PARTS 00981045 CARED RT/ 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS ;103W8 [5mm]2400" [41 mm PA000B1250 [6mm 1/2" .63 DIA. STAINLESS STEEL ROD (2) TREND 5/8 ID 1.50 00 SS �29mm) CIA BOSS DISCORDPART/ 00981318 HuuM VII PICKBAR & LOCKLA)G HOLE DETAIL NOTES: 2) NUT HX 5/9-11 ZN NYLK PART 00881284 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/ 0098122B 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 Lic. No. 035791,E 4/20/21 �wQ1 E_ z w O ED Z O J d 1- :3 r O U DO Z =w O Ul Z J a O O a w on 7 Z Q (� ED .. cl� w a `H7 O w LID W NW �EEr TD-32 co Uj � J N � (0 WN J Q WLd = J LL W r-I U') J ~ cz OLU lim O 06 U w 1 � O Y V) z O �JZ LU co � J LU cn J o O O O N U w __1r P En w Ce IL JOB NO. 182150 SCALE N/A SHEET NO. 14 —NOTE: PROPOSED SLOPES STEEPER THAN 7 LL BE PLANTED WITH NATIVE STEEP — — — NOTE: 30' PORTION OF THE ROUTE 29 BUFFER MAY BE SLOPE MIX WITH ANNUAL RYEGRASS BY— f ERNST CONSERVATION SEEDS AT A RATE M MM M DISTURBED FOR GRADING WITHIN THE DEVELOPMENT, =y — OF 6o LBS PER ACRE, OR 2 LB PER 1,000 SF. _ M M AND SHALL BE REPLANTEDWITHAMIXTUREOF —=��� SCOTT R. LLINSZ — - — — — — — _ _— — — — — _ M DECIDUOUS AND EVERGREEN SHRUBS AND TREES TO _ _ — UU Lic. No. 035791,E M. \ \ / \ 70' UNDISTURBED BUFFER — — — — — _ — — _ ` BE APPROVED BY THE DIRECTOR OF PLANNING. --- 0r 4/20/21 w4 - --- �� �. \ ag IEEE - �- \ 9T WIDEBUFFER ALONG ROUTE � — � j gTO SCREEN THE DEVELOPMENT. -� M /or;c' �� < SEE NOTE, THIS SHEET. �PT(TYP.) — _ _ - r AS (TYPJ o PLANTED/REFORESTED BUFFER 3 IGS (TYP.) 30' PL NA TED/REFORESTED BUFFER MV (TYP. / N ��' IGS P. I S (TYP ASL (TYP )T NOTE: PROPOSED SLOPES STEEPER THAN _d MP (TYP.) JV (TYP.) �3:i SHALL BE PLANTED WITH NATIVE STEEP - -,SLOPE MIX WITH ANNUAL RYEGRASS BY - -��� P (TYP.) - IV (TYP.) V (TYP.) ' OS (� P )� PT (TYP j -,SLOPE CONSERVATION SEEDS AT A RATE �2Z4 // — — -- - , / / / I OF6oLBSPERACRE,ORiLBPERi,000SF. Iv, ;/1 /X i+:z� sae vFe4� a�U••°+Olpa•°-K-g.o" / ��oy_r � � ��I��.�I/. ���� �• ' - ���� ���� i •.a..a, o •i �••.•40�°�i� :.. roa, 1 � .�M"t � •:•oe�ao®apeo�''r _` � � �� � �__�_ , � _� ..�-- — ,y N Or r0 ma �1� V✓riY eY.. __ _ � �'� '� �JI•rr6... m _ v ��i��' •ems � ��� � /�1,� I —cyi ., _ � .�,.� _ -•vim-+ — � s._� �� � � _� ►�I�-= -- — - ' R e ' -- • . h r ah0' ri r/ • wmwj�mmmm RIM FIN w ui Lu �I► ,.® .e�L'�A�'�®1�"�.�a a �_: �.w fir® J /_ �,i � s+,� � I'' _�_ s- =4����}e�+la9 Vie... . Ih�.1 �• • . • ���r�IIr I s I • I _ I I. MEW , MIN �alid �-"—�-%�^�_ �1� ` • vy. \ odd • • 1�'"/���i�� _' ��� a 11; 1 X41117A q 4 0; 1 W-1 ON; Eel a 11; 1 ail Ill I Ln - m_. ��"', ��`' /�, ` . I� �` j ►sI��I-rot I r ' Lu ws wj III n uj mil/ tl> rG�4,`�,� ri�4^�♦, r ll fill Ln �I (I � __ —o._ �* 7 •• 48 /i �/ •sX° - m®w®lam �►I7�. • !"ilF �i�f��i R ,�F'!�sr�► • �a� ', a • P1 , �'; 7 .� . I +:. ,�_hf �'®��1'Ir°j°ioll�.�` �e•��` . �. ® • . �"-r-et -ate, S ,, , �, �, •cCNI 40/ Ni .. II'i b AF AF • i • � nl m®fie. � - - w . •. .. \ ` .: FU FUI P/ ski • .. • • - - /O — _ '�� - �� III182150 . �i1lE _ ,_ � • n� a .®. ..®�. Conservation Plan Notes: PROPERTY BOUNDARY (TYP. \ ✓ PLANT SCHEDULE: OPEN SPACE'H' / '� LOT �/ LOT � .� � �� �\ � / / � f � � QUANTITY rj�tT1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON /_ - 1 �� ` �� 45AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ; ' f84 HL NE - �E S % �.. \ SYMBOL BOTANICAL NAME COMMON NAME SIZE STREET ROUTE29 INTERIOR OPEN TOTALCANOPY TOTALACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / 5LOT \TREES BUFFER BUFFER SPACE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. / / \ -�"' 46 \ CANOPYTREES 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION /LOT AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY'RED MAPLE 2-1/2"ral. 50 4 54 452 24408� LOT MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER �\ - 3 / LOT /� ' \ oq \ 47 �\ \ \ / % / '� ASL DIM ACER SACCHARUMTEGACY' BETULA NIGRA'HERITAGE' LEGACY'SUGARMAPLE HERITAGE'RIVER BIRCH 2-1/2" cal. 2-1/2" cal. 30 8 16 18 16 214 464 3852 7424 U Lic. "�.� No. 035791,E J 4/20/21 k�'41 LSR LIOUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" mi. 15 15 238 3570 MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL MS NVSSA SYLVATICA BLACK GUM 2-1/2" mi. 5 5 151 755 O+i' NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. / 82 \ TY/// ,� / QB QUERCUS BICOLOR SWAMP WHITEOAK 2-1/2" cal. 7 7 339 2373 `SIOp 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / j _ / - ,� A :� - Qp QUERCUCPHELLOS WILLOWOAK 2-1/2" cal. 46 46 419 19274 TO BE PRESERVED AND PROTECTED. LOT QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 52 11 2 65 372 24150 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF EXISTING STREAM N 8i /: �, A % UAP IULMUSAMERICANATRINCEION PRINCETON'ELM I 2-12"cal. I I 1 8 1 1 8 1 464 1 3112 TREES TO BE PRESERVED AND PROTECTED. - k �� UNDERSTORY TREES / 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS , A \ a� / j /� CC CERCISCANADENSIS EASTERN REDBUD Vint. 22 22 124 2728 BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY �� / \ \ > , CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING'DOGWOOD Ght. 36 36 124 4464 ENGINEERING DEPARTMENT. j� // - % * LOT :� T. A / �� JV JUNIPERUSVIRGINIANA EASTERN REDCEDAR 4-51nt. 51 23 5 79 16 1264 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, / ��- /� LOT 58 \ / �z � MV MAGNOLIA VIRGIN IANA SWEET BAG MAGNOLIA 6'1 54 16 7 77 113 8701 TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE ' r A. A PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS / % / / r Sp �� !\ V PT PINUSTAEDA LOBLOLLYPINE 4-Tht. 14 9 23 207 4761 OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL I / ' / BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL I -/ / / f �! LOT � / T /� SHRUBS V) SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. �/ LOT / �i J l- 59� �,FG �� HQ HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24"min. 6 6 16 96 Z 1'F`�T �� IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 74 36 110 23 2530 f 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE I,A / _ ` �' �S PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH � � I r � l �'! 79 �r :/ � (- / V o JGO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWL'JUNIPER 24"min. 276 276 11 3036 0 THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / V / �> ✓7 LOT ��� A OfF ' i �� JN JASMINUM NUDIFLORUM WINTERIASMINE 24"min. 276 276 10 2760 OU INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / ` .Y / �) /� / 60 / \ �F2G6` �!/ MP MYRICAPENNSYLVANICA NORTHERN BAYBERRY 24"min. 79 79 18 1422 O ® r 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE LOT �,/ �"' / A o NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF'NANDINA 24"min. 264 264 17 4498 ¢ z PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON 7 / ( \ RA RHODODENDRON RHODODENDRON AZALEA 24"min. 20 20 10 200 O BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12' DEEP AND LIMITS OF GREEN WAY. 8 P �•"` ' \ / U g U I / A = VP VIBURNUMPRUNIFOLIUM BLACKHAWK VIBURNUM 24"min. 26 26 64 1664 MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. ,FUTURE PUBLIC GREENWAY TO BE / ;/ // / �'i LOT OPEN SPACE'1' V' In m w ` 61 (0.10 AC \ TOTAL 127662 w O J 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION EDICATEDTOALBEMARLECOUNTY LOT '<< a/ ) \ <V - -_---- -- - --- O m � CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. --ATTIME OF FINAL SUBDIVISION PLAT, 77 / �' ✓� / % �\ % �j / - _ -- Z _1 f PER PROFFER #2 OF ZMA2o18000ii / / , 1 / l / � �j F m � LOT � � / / / /�� \ \ �� ' / �5 � � LANDSCAPING CALCS: - _ � � z a LOT �� / 62 ' // j �/ / A� \ / / / BLOCKS g, io, & ii 34.56 AC 76 GREENWAY - IS-07 AC �..� e0 �/ A . /� 1 // / / RECREATION AREA - 1.47 `=' AC i �k `<'Pfi�_' �// ice' � ' BUFFER ALONG ROUTE z - 2.i7 AC (18j CS STREET TREES � w I I ALONG FLORA LANE ✓ / \ / " LOT ` LOT '/ / /�� LU TOTAL: i5.85AC 1__� LU 75 QpQ / / 63 > (18) AR STREET TREES V / TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 15.85 AC ALONG FLORA LANE e E / \ \ / REQUIRED LANDSCAPING:15% OF 15.85 AC = 2.38 AC LOT ��� l d PROPOSED BUFFER AREA CANOPY: 46,939 SF =108 AC � 74 t / 6 LOT 4 PROPOSED STREET TREE CANOPY: 61,218SF=i.0AC �- �� �� PROPOSED OPEN SPACE CANOPY: i9,5o5 SF = 0.45 AC l I / i LOT ; , ' " TOTAL:127,662 SF = 2.94 AC LOT / / 65 ,0 / LOT /�/ // / // / f ,PROPERTY l/� �/�/ l l sr / / / / w o 66 / �/ // / PERTY BOUNDARY (TYP.) / / / 1992 3.38 ¢ o LOT ° / , / / / / / // / i / 72 / �� / PROPOSED GREENWAY (TYP.) Y LOT �� '.� LOT 6 i z�x / I J1 / //Z i i�i / /EX STINi�G /�� , IX LANDSCAPING CALCULATIONS FOR UPLAND PARK AREA: LOT `; \ '- � '' F• � � � 5 ° 70 ��// ,i'% REQUIRED LANDSCAPING (1TREE PER 10 PARKING SPACES): 5 PARKING SPACES /001 Qa � 1TREE/io SPACES=iTREE REQUIRED LOT � f TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: z TREES PROVIDED LIMITS OF GREENWAY`� � � i � �� / � . � � � / 69 /, -FUTURE PUBLIC GREENWAYTO BE EXISTING WETLANDS (TYP.) f % �' r dd \ y // • DEDICATED TO ALBEMARLE COUNTY / PARKING AND CIRCULATION AREA: 5,285 SF n pig V (TYP.) V LOT�/ �/ ATTIME OF FINAL SUBDIVISION PLAT, / REQUIRED LANDSCAPING: 5,285 *5%= 265 SF 01 /PER PROFFER #2 OF ZMA201800011 / / PROVIDED LANDSCAPING: 803 SF r Q ti ( ) / � JV TYP. • GRASS RECREATION�- AREA(85'x6o') S (TYP.) / 5 / / LANDSCAPING NOTES: ALL LANDSCAPING WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE ISSUANCE1ARE S REETTRIFF PROVIDED EVERYF o' OCCUPANCY STRE TF RONTAR ECTURE IN BLOCKS g, 1o, AND 23..2 \ t7 N 7 0 6 0 U 2 0 O U O E 0 Cn V C M z = N ® M selI W N O W N J Q W > z W ~ J � rl z /// /// / 3. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND io' MIN. FROM W INS (TYP.) PLAYGROUNDAREA //, // // WATERLINE AND SANITARY SEWER STRUCTURES. \ Source: Va DSWC Plate 338-2 TOT LOT SR(TYP .��� ��� !� / � / I „ // 4. ALL SITE PLANTINGS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; OU (5,773 SF) / / / �j \ / / / / THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND Q CD ON LY TO SUPPORT THE OVERALL H EALTH OF THE PLANT. III -401 J z r / / 5. STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED I --I PROPOSED 8 SANIT/ SEWER (TYP.) -, /� /;' 5 / / / BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND Q O \, / / // � / / ACCOMMODATE PEDESTRIANS. County of Albemarle = T� Q \, JV (TYP.) / / ,`/ " �k e� / / / / Cerearv98on Plan Checklist- To he placed an Landscape Plans U / 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE eet / / (Handbook, PP III-284111-297 for complete specifications) U ' ^ CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. U / / / / / REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. I. Thofonowmeltemsshaeboahownon[heals., t , _ _ R] Twsstabasa,a ell 0 MV (TYP / / / / i `` 7 [nF� 1113 Loomom ndt g of proteddptlneoft, to 7>a saved); Y z o //// / / k�/' I \ - _ \ ® Lovation and type of protective Cenang; / L Q OPEN SPACET TOT LOT Y / / I I / �� \\_ \ 0 Grade changes requiring two wells orwalls, W v l J (1.21 AQ (3, IS 8 SF) / / / / � � �/ �� N (TYP.) / \ \ Proposed trench rig o unnd rig beyond the hunts s of clearing. // / / G�l'is SC LE ; � - 2. Mar s: /// / \ � � � 0 All trees to be saved shall be marked with print or ribbon at a height oleady visible to equipment operators. v _ i I v av ao 0 No d' shah] unfit the rice m has been inspected and approved a Co Inspector. Ul � /� � grading begin atinng P Pla by �YU J 1 � Tree Ores rvebov and protechov meaemea shall be reviewed with Ne covhacmv ov arte- s W IN � FEET ) �= d. Eanioment Operation and Storaee: W lI1C)1 = 40 \f/ TREES UP TO 4" CAL. SHALL BE STAKED ICE Heavy equipment,velwalar trafcand storage of construction materialsindisding soil shall notbepon fitted within the driphnes of trees v SPORT BASKETBALL QB (TYP )/ / �\ S \� s I / \ ` I I WITH 2 2 x2 HARDWOOD STAKES. m be saved_ 0l ! \ TREES OF4 CAL OR LARGER SHALL BE J i / / e 5. Sall Erosion and Stornewater Downcast Davices: COURT(7o'x too') Zz / I j / GUYED WITH SPACED, !^ // ® Such devices shall not adversely axed trees to be saved. U ) AND TURNBUCKLES. LOOP HOSE AROUND d, Firee: / / TRUNK FLAG WIRES WITH COURVEY TAPE. ■■ / / " $3 Fires are not penmtted within 100 feet ofthe dnphne of trees N be saved �� REFER TO SPECIFICATIONS FOR DOUBLE STRAND #a2 GAUGE WIRE -/ I 7. Toxre Macerates: L� � � � � WITH RUBBER HOSE � I � J �� FURTHER INFORMATION ® Toxic shell not be stored within 100 feet of the ddphne of to be saved. n/ EXISTING STREAM " j t L.L � 2'z2"HARDWOOD STAKE � S. Protective Fendne: �i / o 0 Trees to be reined within 40 feet of a proposed building or grading activity shell be protected by fencing. CUT& REMOVE BURLAP FROM TOP / 0 Fencing shall be in place and shall be inspected and approved by aCouvty, lnspectorprier to grading or construction. i 3/3 OF BALL AS SHOWN i' s\ G /Z \/ GUYWIRES WITH RUBBER HOSE AND 9. Tree Wells: � / / /' \ ` SCARIFY SUBSOIL TO y"MIN. DEPTH t �7"y �\\ TU R N BUCK LES 213 U P TR EE when the ground level must be raised within the driplaw of a tree to be saved, atwo weel"I be provided d a constnution detail \ _ _--77 ® end O .......... AZA anbmitted Nr appr°vat. Q PIT (2,290 SF) , - / � / / -y' T X2" HARDWOOD STAKES, ALIGN N M � � � / � � � � � MULCH SAUCER / 10. Tree Wales: W TOP OF STAKES ® When the ground level feumost be lowered within the dripline a tree to be saved ], a tree wall skull be provided; aa construction detail MULCH SAUCER FINISHED GRADE �\ (/ i� =banned for approval. TREES UP TO 4" CAL SHALL BE STAKED. JA^ \\ /�/�I I I TREES 4" CAL. OR LARGER SHALL BEN I Il. T ren pine and Tunneline: w / LIMITS OF GREENWAY. / 5 / / / TWISTED, EQUGEWIREACEDHOSE AMENDEDSOILMIXWhenng,requiredwithindonefier _ i\ �Illl\� a u der a large treduchrtroc i fan be considered as an dwrnati a ofcoarnwhenitisbantic anticipated that assay trenndie chingcks owill destroy feeder roots cling WITH DEDICATED TO ALBEMARLE COUNTY / III FUTURE PUBLIC GREENWAY TO BE HT FTREE AND TURNBUCKLES. LOOP HOSE -III 12. Cleana re F / /- 1 AROUND TRUNK ABOVE BRANCHES ® Protectivefencing shall be the last items removed during the final cleanup. AT TIME OF FINAL SUBDIVISION PLAT,. / / /' III III= I "� III- AS SHOWN, FLAG WIRES WITH =1 III= CUT AND REMOVE BURLAP FROM TOP 13. Damaeed frees: CORVEV TAPE. REFER TO SPECS - - -III III \ III- 113 OF CUT REMOVE D. Damag trees shall be treated hnmediately by pmnnuig,feRilimtron or oararmelhods recommended by atree specialist. FOR ADDITIONAL INFORMATION. ,... - - THE CONTRACTOR ON TREE CONSERVATION PER PROFFER #2 OF ZMAzol800011 / � _ _ // AMENDEDSOILMIX SCARIFY SUBSOILT04"MIN. DEPTH NOTE: IT Is xE DEVELOPER'S RESPONSIBILITY TO CONFER wTTH �j / - N I I I K - III-T-1 1=11 REQUIREMENTS. COMPACTED SUBGRADE Ii COMPACTED SUBGRADE 4/20/2021 -NOTE: PROPOSED SLOPES STEEPER THAN OWNERSIc ATURE (DATE) 3:1SHALL BEPLANTED WITH NATIVE STEEP -/� / / / EVergreenTreePldntingDE'tall Tree Planting and Staking Detail -SLOPE MIX WITH ANNUAL RYEGRASS BY Not To Scale CONTRACT PURCHASER SIGNATURE ATE / / 5/1/06 PepeSofl ERNST CONSERVATION SEEDS AT A RATE `` � / / Not To Scale ,OF 6o LBS PER ACRE, OR 1 LB PER i,000 SF. ,Vw, w w JOB NO. 182150 SCALE 111=40' SHEET NO. 16