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HomeMy WebLinkAboutSDP202100016 Plan - Submittal (First) 2022-04-28GENERAL 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(ZMAzoi8000n 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: 04600-00-oo-oi9B4 - 162.75 AC. (PORTION OF) I I I I I BLOCK g - io.99 AC I I I BLOCK io - 9.66 AC llll! I 11111 BLOCK n -13.91 AC I I I I I TOTAL EE 34-56 AC I I I I I II PROPOSED USE: II 85 TOWNHOUSE (VILLA) UNITS ALLOWABLE DENSITY: I I BLOCK g: ig UNITS (MIN.) TO 57 UNITS (MAX.) I 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 I I I II PROPOSED DENSITY: II BLOCK g: 32 UNITS BLOCK 10: 25 UNITS BLOCK ii: 28 UNITS I I I I I REQUIRED SPACE: Bg Bio 1311 OPEN SPACE PROVIDED: Bg Bio Bss CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 1 i.8ACRE5 1 0 1 2.8ACRES I ES 0 1 3.6ACRE5 I i.o ACRES I o.i ACRE5 I E5 1.2 ACRES I B.z ACRES I i.3A(RE5 1 o 1io.7 ACRE5 CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o 1 2.47ACRES I 1.2ACRES I 2.49ACRES 1 6.2ACRES 0 1 3-94ACRES I o.go ACRES I 0.3c ACRES I 5-14ACRES 1.47ACRE5 I 8.66ACRE5 I i.68ACRE5 1 o 1 11 R, ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. II II MAXIMUM - 3 STORIES I4o FEET I I I I (! BUILDING FOOTPRINT: io,000 SFMAXIMUM I SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5TO BLOCK ig I I I I FRONT SETBACK: 8' MIN. & z5' MAX. I PORCH SETBACK: 5' MIN & z5' MAX. I I SIDE SETBACK: 5' MIN & NO MAX. I I SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: W MIN. & NO MAX. IQ I I GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB & GUTTER II jw I I 4--I = I WATERSHED: SOUTH FORK RIVANNA RIVER �I� AGRICULTURAL/FORESTAL DISTRICT: NONE iG I I TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN ILU LU I I I, SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. 'L/) _J I BOUNDARY INFORMATION WAS COMPILED BY LINCOLN M m SURVEYING ON MARCH 7, z015. FIELD VERIFIED BY COLLINS I N Q I ENGINEERING IN SEPTEMBER OF 2020. yIW I IT Q I I DATUM: NAVD 1988 > I jo.. EXISTING VEGETATION: MOSTLY WOODED. I I0� I I II PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS I OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. IJ I I LIGHTING: NO LIGHTING IS PROPOSED. II I I I I II PHASING: THESE BLOCKS SHALL BE DEVELOPED AS ONE (i) PHASE II I I I I II RECREATION: UPLAND PARK (CIVIC SPACE #z) II I I I i. OUTDOOR PLAZA AND MEETING AREA z. TOT LOT PLAYGROUND AREA I I I I 3. OPEN RECREATIONAL AREA I I 4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, I I TENNIS COURT, OR SPORT COURT I I I I 5. MINIMUM 5 SPACES FOR PARKING I I I I 6. TRAIL CONNECTION TO THE GREENWAY TRAILS I 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 II PARKING: TWO (z) OFFSTREET PARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT. I I I ONE (i) ON STREET PARKING SPACE PER EVERY y UNITS IS REQUIRED. I I I 85 UNITS If = zz PARKING SPACES REQUIRED I I I 32 ON STREET PARKING SPACES PROVIDED I I BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS I r OF SECTION 4 .z.i OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIALSITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. I I I IIL: FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD II DATED FEBRUARY 4, zo05. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL I I I DAM LOCATED UPSTREAM OF THE PROPERTY. I I I tt II LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE I li I I WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE II I I I INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES I ALONG THE ROADWAYS. I LANDAREAS: OPEN SPACE: 21.43 ACRES(62.0%) II LOTS: 7.43 ACRES (21.5%) I I ROW DEDICATION: 5.7o ACRES (1(6.5%) I I I I I I I PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 158,632 SF II IL I1 fit 1 I BUILDINGS, PATIOS/DECKS: 16o,65o SF I I I 11. DRIVEWAYS: 37,9i8 SF I I I AMENITIES: 11,620 SF I I TOTAL IMPERVIOUS AREAS: 368,820 SF (8.47ACRES) I I I I 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. I I I 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 1 i � I'Vl I I I y� 0 l YY r� V I \ LJ e \ PROPOSED ROUTE gBUFFER WIDE BUFFER \ r(]oNATURAL UNDISTURBED BUFFER 1 30'PLANTEDIREFORESTED BUFFER) OPEN SPACE • " \ * -- I' �-; a - w \ EXTENSION OF ARCHER AVENUE TOASHWOOD o BOULEVARD TO BE COMPLETED (UNDER A N SEPARATE SET OF PLANS) IN ACCORDANCE - y WITH THE APPROVED BROOKHILL PROFFERS 'ElLOT LOT LOT LOT z 3 4 �\ GREENWAYPARCEL �. OPENSPACE�� V A� �.. LOT 1 A A ( 6 I I LOT LOT LOT � I _➢\�. \ � � \ \ \ .�\\ \\ 1 � I: 1 LOT � ) ' -, / LOT �a " // F.�' ' .": ,' • �. IO OT 3� - 39 LOT FUTURE ROAD EXTENSN �\ I r �' OT FLy LOT (UNDER DIFFERENT SET OF PLANS)" '\ _ MCA �.. I .- LOT-•_'�)( •' 1' �.,� � i �'z \\ \\���� LOT ] 1 LOT 5] 43 v LEGEND L - EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT 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 TC 506. 21 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 0 0 0 0100 YR. FLOODPLAIN LOT Q�\ ti nOtp� '. i., i _ n �\ ', /.. >_s L�9 �Ojp},ARNq i / y6 LOT � \\ �_-'�\ / � �` .• \ �1•- � 12 V ., �'RNA�kOAD-� A 4J �� � � � � � ( LOT I r LOT v� LOT 54 z5 L°oOT f-G •"REENW(,AYPARCEL �- / . ey ISq L6oT LOT ®®V �� •• "• •• '�,� ( L LOT % + \ �.� L� -L' i / ,. 6a LOT/�•.\\ OPEN SPACE ,., / L \ ✓ i L6T LOT E`! \ i I 1 A t� � Y. I A 64 •�� • A 8 \ ° LOT LOT op[o ) se LOT 4"'o.`RA<�Ll, s] +'� \ �•� v�'l, i i \ LOT OPEN SPACE I LOT / \ LOT \>� i ' , . i\ r""`a--.�"� - �_ -. ®,r,- \� i� LOT `...> a • 3'�. A .-- - � � ` � - j8 LOT � I: `•�. ' . ,� . o 1 w GREEN \ " • " -I I �'� " . • , . ` - � ]] WAY PARCEL - I' ] s " .I I . .` � • \ _""-�--� - -_ _ LOT ! " �\ I' I C.. ` " " "•.� � - � �� i ]5 LOT LOT - ea - v I " " " • " "� L� • ih` ' r-�'� .. �.- �.. \ .�\ ]3 LOT \✓ / LOT 6q U �\ . ' " ' • - ... " �... � . ��_ '"�... ° ] LOT ]° \ y .I • I I �, - � W "° ..\\ P\SPACE O \ \ Igo I I _ _ \ I � I ' 1 I I I I j I I II ( i I I ' I- - A_ I , SHEET LAYOUT SCALE: 1" = 100' i \ n � a0 POLO GROUN VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title I COVER iA PROFFERS iB PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 5A LAYOUT PLAN 6 UTILITY PLAN 6A UTILITY PLAN 7 LAYOUT & UTILITY PLAN 8 LAYOUT & UTILITY PLAN 9 GRADING & DRAINAGE PLAN 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. y. 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 DATE SCOTT/R. 01' LLINS2, Lic. No. 035791 4/26/22 �,0j (n ; w E L ` O U Z O J q Z a 0 < V/ 0 U co w Z(vn W � J o uI L J ¢ O Q c _mc W C ww Z J ce [ L ce w u d L ^> c w F V) K c -B N N N N N N a C c M V N V Cf7 � O zM s Ci <cy) `m N J N O or CM t W m N 0 a L N CD ~ n o r N J o N > z LLI LL O J J � J o w ' T-I a I- � o 0 ` p LU m O L.L Q L U rI O U m 3 ' ' T\ V' O 0 0LU L r c o U _ OIf 0 � J 0 z LU LLJ �y'� L.LJ CD w Z n/ Z LL J CD z U) z JOB NO. 182150 0 SCALE 0 a 1 "=100' N \ o SHEET NU. 1 n 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 POLO 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 I \\ \ \ \ \ / / I/ /// 66 � \�\\ I / I l"'\ r�_) �II (',IIII \\\�\\\\ \\ \\!!Im �=.Ir%•� \ I I�RT _ I I I �H \\ \\ I I 11 T�P\\\\ '6b\oo do Co //// //// /�T WQQ C I I \ / +H '\ V\ �ALBEMA L �/// // / V -- / \v I lip v v v vvv I� Rvvv�\�� / / RA \ v \ \ VAA I l IL A\� \ v i /� ////�// / / l �{ - /I I I- —,- V 1 ` lt�,tlt \\� �y vI // v\\ \ I I ` ACItE�i Yr`X \\ \ �/ /// ///// \\\\\\\\ / \ J -\\ \� - - - 1 SCOTT R. LINS'Z \\ \11 I �' ZONIN �\p \\ \�\- /////// / //� \ \�1\\II �\ ( / / �' I i i I � \ \ , / i I IIII 1 _ _�_�\\_ I /. \ _ / // /// // I I TMP: o-oo-oo-000To - _ __ — _- - O ` \ \ V II I �; \Ai //0 \ \ _ _ / / / / I I l / - _ _ L� Lic. No. 035791 n \� II P ll DB/pert/ A 4 III ��- _ - / 111T VA \ Vvvv_�-�� y/ // 1 I\ I1 / ��- — -- // I I \ \ OWNER: FOR AKES COMMUNIT r / + ( _ - \ - - - ` \ \ — � �0 2/13/22 tv \ v�A\V�Vv - / / / / / // h I v 11 1 A I Y ASSOCI ON INC i A v v a �� \ \\ / / /�1 A\ \v\V v -%/ / // �/ // / / VA \ ACREAGE: 1zAC - - - 5 v / / / III II \\ �v vvvv vA �� y / // / I I I l ,, I /� - 4. - w - - ,� I ��s \ / / v vvv v vv v - / / / / q�^ \ V ZONING: PUD v - - - v wvv StoNai V� / / \ 1/I III I % _ 115"� \1 A� �Aw�w y _ j / / / I1 I 1) �- 1 — / ��y - k`-45�448 - v V - � D�/PG:� \ i h/4\73 \ \ VA \ V�\VAA - T� _ // `� - - - ��' v� � �' / / rt�- // - / / I',''II J I I c III \ / / 1 \ / \ \ \\ � � r \� II :: �— \ L I / 1 1 // / / / / //_ ///, I /_ \ I1 \\ �'� _ \\\ z -- — - - — - "=- 1 �- 1-�- 1---I--- -k-L 1L- ------ --- - - \ \ / / s:�s a �� (: I. \1 \ \ \ \ C\ \ \ l / / 1 I III 1 1 1 \ \ / 1 I \ - _ \\ \\ 717 /// // /��rTnlljl r ti� �r 1 \\ \\ \ i / n II 1111'i''jl \.` /,� �- V _" II \ \ \\ \ \ l/III i i/// /, ,/ � i�/i� \I 1� I I / 4 1"" � \\� \ //l l/ I \\\ \ \ \ -/// / // // / //l I I II l � II III _ _ -� "�.- \ \\\\,� o / �/ III 11 IIII ��, �� A A� \ /, v\ -- --� , ;y� ti,A \ V v v v / / //// VA v / / / /� / / / V -v \ S -�� \, IV // 1111 11 \ i -`"':\A ( . - ' A' N I, V A `jkv V / / GENERAL NOTES: �. I I h1 A - ��ijj vvvv v v z \' /-a4'47'3°�v� 39 V v s \ V A ti / / / / // I I \ V A V �- ) 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID / v I I 1V1 I \ \ \ V / Q�e �Avv w J/ / 1 _, _ \ \\ , , \ \ \ \ \ \ \ // / / /// - I \ \ \ / 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM / 1 \ \ \ / / - Q� \` u+ II I \ 1 - " � \ \\ \ \ \ \ _, - / / / // �, 1 1 1 \ \ - / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE / _ \ \ \\ / / /-- \\\ - z c� v 1 A V v v v / h I A / 1 1 // I 1 I A V A I �'� vvv F z \ \ \ \ \ - / /// I 1 \ SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED / n \ \\ \\ \ \ - I )T\ \ \\\ R g w � = J I - - \ \\ �� \\ , , '��\ \ \ \ \ \ � - \ I 1 \ \ \ UPSTREAM OF THE PROPERTY. / ' I � Ir \ \ \ \ ` \ ) \ I I I A �\ \ \ o r _ l l l' _ _ \� \y\ \ \\\ \\ ' \\ \ \ \\ \ \ \ « /// 1 \ \ 1 I 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / III III 11 1 \ \ \ \ \ ( I IIII I / // \ \ \� at/ \ z z �_ - - I \ I\ 1 \ \\\ \ \ \ \ ? l \ _ ; - - - // �1 I I II I \ \ EXISTING SANITARY SEWER AND 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL l - I III + \ \ \ \\ / I I I / / \ \ \ \lr\ \ \ O z \I \ \\ \ \ �, �\ \ _ ,, / ' \ \ / I 1 / I I / - - \ \ \ 1 I I I - - 20' SANITARY SEWER EASEMENT INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF / i I \ \ \ \ \ \ / I I I // \ \ // - ¢ z z r I \ EXISTING STREAM �\ \ i\ - - _ " - , i r1I \ \ L / /// (I / / g _ \ \I J / i / � l I \ \� ` �- - \ I _ III ' \ \ (D.B. 245o, PG. 313) UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, I \ I -I- F III In 1 � \ \ \ \ \ \ / ( I IIIII I I"I11 I / ( I / U) re � o m - - \%\ \ I 'i / / / / I/ I 1 1 )) I � \ �\ \ 1 \ \ \ r AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ) I r \ I I IIII T , / \ \ \ \ \ \ / I I Y I ` (c_ �n m w (D \ 1 11 I / // \/ / / / / / % ��\ s4s°3,,°a I 1 � \ ) \ \ \ I 1 1 \ \ , 1 Lu � � z )1 -I I I i v I / // // / // / / 6j.,E _ - - / I ) \ _ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION + I I I \ I I III\� \ \ \ \ \ \ - / r < / ( o cn a U) 1 I / / / / `\� -; 3zy. °r - . ,:'.1' 1 1 I l 1 I I 1 \ \ BLOCK 1 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY \ 1 I II \ / \ 1 \ \ \ \ \ \ l I I 1 I I ,, I , I 1 \I z ¢ w \ II m -I \ I �IIIII1�111//\\ �\ " _� �: \1 I II \ 3 Illhl \\\\ \ \ \ / Ir o w Of \\ III N \ l � \ \ — - `/ \r : I � \ \ \ -,� j SEWER, STORM SEWER, AND WATER -SERVICE PIPING; \1 j - \ \ / / I \ ( / I \ { \ in m p -- l \11 � \� � _ l IIIIII / \ \\ \�\ �/// II'll \I i I I �""� _ \ I \ \ \ \ \ I I \ \ \ UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES. THE I \\ \ / / A > z J I - - \ \ \ \ \ \ \ \ ` - CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED \ 1111 I I I IIIIII I I \ \ \ \ \ \ \ / j -• \ 1 \ ' w � ¢ \\I r ,` \ \ \ \ \4 \ \\\ ` \ - ��\ - - I - 1 \ I ` \ \ \ I, \ \ �/ / / , LL _ III \ \ I\ \I\ \ \ \ \ \ �v\h� \` - \ \ ` \' TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES \ III I111I I/( \ \\ \\ \ \ \ \ / / ////I/ // 'I�' I \ a w \ 1 �' \ \\ \\` _ *� \\ \ - \\\\ \'' � - -" - . � \ EXISTING WETLANDS (TYP.)- - - - SERVING THE PROJECT SITE. \\ \ \ IIIII I I \ \ \ \ \\ \ \\ \ \ \\ �/ / �/ / I �I+ �� j ~ Lu M o \\ 11III I \ \ \' ;\\\ - \\ \ - / T \IIII 11 I ^\\\ \\ \\ �` - - \\\ \ �� 1 V \ \ \ \ 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING ``\ IJ I �) �\ \\\ \ \ \ \ \\ - / T%/ f/ D > z " - \ / T "DINE \ IIII II \ \\i \\ _ ��; \\ \� \ \\ �` 'I f 1 �I \ \ \ \ \ / //// / / / w I Ln II 1 \ I\ \ _ - _ � \\ \\\ A \ -� , . \ - , �, \ \ \\ \ \ \ - \ \ \ \ \ l WATER LINES ON THE SITE. I ( �\ \\\ P II 1 I T�l�\, a46U oo``oo do�Co / /�/ // /j / // W °c II11111 III \ \ \I \ - - - \ \ \ �\ _ . -• . " _ \� .\ . I :.' , . \ \ _ \ \ \ / I ' / / I I \\ I \I I CY-WNER: CQ qtY\\OFALBEMAKLE/ /. / / / l \ \ \� I�\ - \\ \ \\ \\ �.\-, \ \ � .a,; \�, =; \ \\\\\ \\ \ \ i l I / / / / I ) / / \\ \ \\11 IIIII I \\\\\ \\\\ 1 \ III AC♦2EAGE: ,4 � \ / �j///�///j l ` •\\\ I� O \IIIIIIII \ \ i\\\I� \\\ \\\\\\\ .— _• \�� ���\ \�'.\, � `r..'.':: \ \ ,� _TMP46-gH Z 11 // / / I I \ \ \\ \I I \ \II 11 I I 1 I e'NIN :'\ \\�\ /// / /�// . IIIIIIII111 . \\\ \ �\\\� \ ��� \ , � sz° \ \ \ _ _ OPEN SPACE/ ` / / 7 / // // I I 1 \ \ \ \ \I\IIIII II 11 \ \ IIII 11 �� 1 I(j �\\��\\\\\ _ / //�/ // I }4 1 \ 1\y� z 111111111 Q \ \�--- \\\�\\\\ \` -' - \.\�� ��> ok / / ' I I I // / / / I I I I II II III \` II `ljd/ G: \\i K�3\ _--/// //// / / (1\I I/ g / II _ \ \ \ \ - - _ - - \ \ \ \- o GG EENWAY.PARCEL j / ( I 1( P \\ / IIIIIIII I 1, 1111 I,_ \ � \ \ \\ \\\\1III,\-_---- \\ \ \ \ \I, s,. - _j / I / I 1 I I I I I I �1, 1 \\ \\\\\ i///// / / I I VII \� a Q M II / I 1 �: 111 1\ 1 I 1 \ \� \ \\\ - / / / / h I \\I � \ \ \---------\\\\ \ �\ \�� 1� \� F \ id/�BRfl KPHLL 4STER - / \ j I / ( ,)II \ 1 \ \ \ / \ ¢ L/ 1 1111 J i 1 'j1 ) 1 7o'UNDISTURBED \\\\\ \\\h\ -s \\ \ \\ \�"\;i, \�\.;., 06 ASS0-IA- 0�y�t1C. - \ 1 �/' )TM 4611gsBl I 1 \\ \II ( I I \ / // III I I �I� I 11 II \\\�\ \ \ / i//%//// 11 f. I I l Ili \\ I1 z TMP: 0 600-00-0o-o18Bo / 11 IIIIII 0 I III I BUFFER AREA \ \ \ \\ \ _ - - - \ \�\ \ � �� \\ /��' " \\�\ \ sue. - - / I I T / / I \ \ \ \ \ I I \\ / I I Q � 4 _ / f \ \ \ \ \ \ \ \ \ _ � _- - - \ \ \ \ \ \ \\ \\\�\\\ \ \ - �DB� iz,RG z8z\ - - / CR CKETI( / / \ \ v \ \ \\ \- - / / / / \ 1 \ OWNER: HORNE LAND CORPORATION 1 111111 Z E2 11 5 1 1 T- -\ \ \ \ \\ \\ -- _� - \\\ \ \ \ \\\ \\\.a\\ \\�\ \" \\\,� . " _ \ \\ \� — --'\ i / I /' / ICOR ORATIQNI 1 \1 1\\ 11 / //1 Ill It 11f1 �1 1 \ 1\ 1\ \\\\\\ %/ /' - 1 I , , y \ 1 I j � � II I I 1\�-�- / )Ill \ \ \ -- �\ \\\ \� \\\ \ \\ \,\\�\ " \" \ \ — s \ II \ \\\ / //I I, /I !I L I111 I, \ \\\ \ / ACREAGE: 46.43AC -- IIII 123 11 I'I IIII I - \ \\\\ \\\ I __- \ \\ \ \\ \\\\ �\\'\\\ .. � - \�� \-\\ \\\\\\\-_ --\\ 1 / /� I--/DB.t6z6,PG.\48\4 \ \\\� \\ \ / 11 i I f/11 I11111 I \ 539� ytn. � rq " ZONING: RURAL � 111111 0J II I III r \. \ \ . \\.\\. �\_ ----,� � � �\ \\ \ \\\�\\�\��\� \ \\\\ \\ \\\ -----BLbCKiz \ \ \ ( _ � N o 0 DB/PG: 624/191 IIIIII �m I IIII 1 3o'LANDSCAPE/REFORESTED'\ 1\ _ LIMITS OF GREENWAY \� \ \\\\� \, a\�\ J \ ��\ \\� _ - _sj i/ I \ \ \ // I III III ..: \ J - ---1 � �-\-1 F r\ / \ Q I BUFFER AREA \ \ \\ >,\\ \\�`\ J - \- - = �/ / / -� 11 \\ \ \ \I I \\ \\\ \ � / % / l .. IIIIII �.. , - \ I _\ D.B. ': .. \ _ - _ - /fie - i I loll. 8aa°56'43.od 1 \ \ N .. �' .J IIIII ILL d' IIII l I.. " roo 1 I \ \ ■\ 1 55 i I \ \\\ \.\ \\\, \\\\ \�,\ \\ \ \\ \ -- - 1 / I - 1 ,, \ II II I 4 �1 I- ._ �� __ , \ -_-_ \r\ M O M 12 PG. 282 \ \\\" \\ " \ \\ Q o o \ I \ I � ( 1 \ I I \ � \ \ :.. `� \ `� \ \ \ — J I \ \ _� I I V 7 N ' II41 h Ir o 0 I / 1 t % I 1 ! \\ \, \�\ .\�, \ \. \\ \ -- - 1 I / I 1 \ \ i \/ \ \IJ..�� 1 \ N \ \ \ \ r \I / I \ / / ) \ \ \ \ \\\ \ •�\ I \ - \ � - \ - ROJECT BOUNDARY TYP. 1 1 \ / I ' �� \ \\ \ \ /IIII O„ 11��II w \ / I / / B�O Klo I \\ �\i\ \ / - \\\\ _ _ / (/ ) \ I 1 II / \ -� r \ \ / I1j I' 1 I I I „ 4 \ I\ \ I - � _ / / / / / l'` �° / I 1 f \ \ `w. ti <... \\ \q \ y"'� �>.. \ \ \ \ } / / \ I 1 \ \ 1 i / /) II N8y'yT i3.o W 39 92p �. \ \ I 3 \ \ \ G full 1� IIII I- -I- i'--_a / / / / / / / / / �� � / I I I I) 1 \\\\ \ I \ � �\•� \\ -- � I I I r \, \ \ \� \ / I III I11 >\. \ \ \ I �// Ill I m\ � I ti_ \-.er--�/ / // / 7 '� I� / / / / / I J 1 \\ \ 0 c: ..�,--\� --,- ;k \ \\ ----�\ \\ � -/ I / / "\ \ / \\ \ \\\ / ✓ _ - \\L <\ m \ \ '`e \ v Av' % \ A/ A \ 1 A J �' I /\ Ill �'� I \__- I —. /' / / / - / / / ,rx / / \ \\ I, v-�•v V v I I \ \ _ V 7° v v I -1- / i , A . 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' - v v \ .- / _ v v v vv v v / v A \\ v v v v - �f / O //'/ Ai \VAA - v - /� vA V J 1 V A v v / v \\ \ v \A v v 1 _ -- - / %/%� / //// 9r rl11II IIII \1\ 'I / \il � \ \ ',�- - - 0/1 = 1�/ �\\ � \ \ / 1CI, I -, � / /, ; / - L IIIII IIIII I ! I I( /, \ \\ --- ,---- �yl /__�� \ \, '-- \, i o' \ \� \ \ \\ /� �' ///// z/// W N \\III LI ' y." \I\ \-- //- x / ♦ - - \ \ _ \\\�__�/ i l 1/ ®\\,\ \\ \ \\ \ \ . / "`° //.y/j / / / //i II IIIIII, \ I \�\> �, // �/ '�-- — / // 11 \ �•" 1 \ e / - \ ALBEMARLE COUNTY \\ �• . \ \ \ \ � \\ \ , \ �-,� //%/ / /% / / / / / _. N ILA,_\\III 1 II/ �:.I•\",. \ - . - Sr. - \ r I r� \ �� _ / / r � __ ,PRESERVED STEEP SLOPES - \.. ,\ LIMITS OF SUNNY 0 // / / / / / / - "� ��. _ \ 111 y IIII I/ �" t'• T " ' 1 /� - - - -_ - \\ - / / / / / /� W i - -I = - - �� . �% - - - _ - DAY DAM BREACH ® \ / / / / IL �/ - �\\I I I I I I J II I II r _ ram. ---- . 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'` /' II` ° d / / / / / / / // / / /) I: IIII ° 1 _ XI ya r® / / / m w � vv�� _ R63 �y ��arv�s76. z - - - - -- - �/ � / 1 � �� ���", � �`'s vram � I }� �j � // /RIT �i""��,� /// // / _ A - - - -..�— A -- v - - - - - -so 49'-zi.46" So.z73 N ° - - / ( 1 . ... 1 /�/ / / ^ / / \ // / w;i/ - �AA A\�- �_ ��--43.996',R= 6a o\\ i _ '�� o.,�- -�._ _ _ �1 / \• • V� .'.'.':I,' ": _ A I / / / / / r�. i°� f� / l / l / / v� \ v v / // v �v h a >l/ / �" ® i/ / / //��/ 3� \ \ v" �" /. ♦ L9 0 I l I u� �\ ` / i/ =-- \\ems°3o'zz.28'Ls1.o70 i __ Asa \ J / I II \// / �I <\ / //i/ — LIMITS O GREENWAY ®' , s. 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PROPOSED WALL ' — — EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. k (MAX. HT. = 6') / o PL A\ _ k k k 6' i6' 1 3 AN ED/REF RESTE B FFE ROUTE z9 BU FER k k 3=' j0' 36, 3 4' j0' 4 VARIABLE WIDTH PRIVATE WALL 21 r' WIDE BUFFER ALONG ROUTE NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP _ 9 O SCREEN THE DEVELOPMENT r — — — E — — — 10' R AR SETBACK (TYP. _ — — _ — _ MAINTENANCE EASEMENT SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A OPMENT. ` 3 30 3 _#� 2 o00 747 SEE NOTE, THIS SHEET. --- - - - 0 — IN RATE OF 6o LBS PER ACR, OR 1 LB PER 1,00o SF —�— _ PROPOSED WALL -\ k k i hI 1 OPEN SPACE I } - -- — PROPOSED 4'.CONCRETE SIDEWALK �J ��,,: \ VARIABLE WIDTH PRIVATE / lyl PROPOSED WALL MAINTENANCE i \ \ I LOT LOT LOT LOT LINE (TYP.) / ! I - - - - --- ---- --- -- -- -- - k \ J LOT Y I LOT LOT M J VARIABLE WIDTH PUBLIC SWM k EASEMENT y /f PROPOSED GARAGE (TYP.) LOT LOT LOT { z5 z6 27 28 I �9 30 LOT LOT I �5s I L FACILITY AND ACCESS EASEMENT k INST.#:2o2200001747& o (18'XzoMINJ " �3 s �4 0 7 o 0 0 �llcuiI 1 2 (a)PROPOSED LOT I m 2200001747& < k 753 \ \ 22 I - I w 3 3 PARKING SPACE 1 I 20220000174 / \ r\ PROPOSED DRIVEWAY (TYP.) i w I m (8 Wx2o'L) 3 k / I � _ _ VARIABLE WIDTH PRIVATE WALL PROPOSED \ L I TBAC TYP.)- _ - I PR P ED ' PLANTIN TRIP I ' ' -- uz' MAINTENANCE EASEMENT \ (i)PROPOSED I 25 MAX. F ON SE ( O OS 6 G S GREENWAY k / LOT �I J PROPOSED CG-gD ENTRANCE (TYP.) 1 NST. #: z z��000nol - (TYP.) k '.'.\ \ PARKING SPACE -- - = ''.I I- _ LOT I z 24000 .753 ------ k \ k 21 (8 Wx2o L) PROPOSED CG-6 CURB (TYP.) m k \ \ -:_' (1) PROPOSED PARKING SPACE (8'Wxzo'L J -' 2 ', - - - - - - - - � �.- J r - � a � k k; k SETBACK \ .. .FRO SETBA too, ... .:.,. •:. ..r. � --\It 8 MINn---- NO PARKING SIGN TYP. o I - IN. 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STREET SIGN (TYP.) o 5 k ✓ / /�/ (8'Wxzo'L) L N PROPOSED DRIVEWAY (TYP.) VARIABLE WIDTH \PRIVATE WALL • • - -:-: u'+ I - / PROPOSED GARAGE (TYP.} I uJ w ROPOSED 5' CONCRETESIDEWALK LOT k / / o Zs _ \ \ 5 FUTURE 5' PLANTING STRIP k k / MAINTENANCE EASEMENT _ (18'X2o' MIN.) m Q F LOT S \ \ / k k k / INST. #: 0220 o17q s of s n' : v \ FUTURE 5' CONCRETE SIDEWALK e k k k / LOT LOT " LOT LOT m Q -1 o p LOT " 6 / I LOT W m N.. LOT " k I�/ 18..... �a8;�.z,;� .-.. Iwl / LOT m LOT... 12 11 10 9 �n ..a �a b;s` �I $ 7... / UTURE 4'BIKE LANE P i4 13 I ^ ,� , �n k k g 9 G� i hL • • Zo / PROPOSED GRASS k LOT f TAPq z6' v 0 1 �o SWM ACCESS PATH -- �v , /� I - k \ 17 � I I � k \ o ROPOSED 6' PLANTING STRIP I I - `- k \ '° / I I PROPOSED CG-21 ENTRANCE (TYP.) o - k \ ROPOSED ' CONCRETE SIDEWALK I I / / o STREET SIGN (TYP) F R o Lic. No. 035791 � 4/26/22 ¢�'41 A w� f i O ` V zz r J a z k D V) � V c U w Z D J o � i J Q O o w L FBI.~-, m I z a c ,A w � VI w H dL ` o� w e W w c y + N N N N N N In O m tD m a i 4 k PROPOSED WALL LOT - / 5 I / /STOP SIGN (TYP.) k k (MAX. HT. = 6') / PROPOSED CG 6 CURB (TYP.) L PROPOSED CG-6 CURB (TYP. ROPOSED CG-12 (TYP.) o' L N SC P B 9, - - - �5�1G•� /DISi� NEE=335`�� p VENUE OD gLVD. k k \ sPROPOSED CG-12 (TYP.) e. 6 - - - - - - - - - TENUION T W SH PROPOSED 5' BIKE LANE o' » _ z5 - - 4s' - - _ H u OAS IC RI O� > VARIABLE WIDTH SIGHT R O LL (15) PROPOSED PARKING SPACES (8'Wx2o'L) o' - - 'c ., .. .. :. :a -- ,.... DISTANCE EASEMENT.. LOT / I \ \ o oos` o, E R M 1 / _ �... n ii+5D.3 1751 ,53+D U / FUT 77 P z 5 END OFARCHER AVENUE ROAD CONSTRUCTION / c \ PROPOSED 5' CONCRETE SIDEWA K Pp OBED -fSPMDISTANC$TO NEAREST INTESECTION49352+5D k k�k JN 00 R 52+00 � 1+51+000NOTE: ARCHER EM RI`49+5°%p\5SHALL w k kk k k k k kk k kk k k k k kk k k k k kk k • ; • . : \,r. A,C•' xa � 41 /5J�/ P.-PR�: RV�1"0/\5RN3/y P �ar +�o'�\—G15� /��y. �/�_�r�2/4-38� E+S�ip-.o/'. -s5, b-- C`J�-.= .• /•• X__ // _ //�CEo�— —1 Slc1�„-, T p-1�STA-f// ICE=/ / a� ?s; a/to 9' R- R+/ mNP �II ( _ T- k k kk kk k kkkk _k _kk k k kk kk k kk k kkk kkk k kk kk -kk kk k kk kk tkk k k � k k kk/kkk k/�kk k �k k WITH o 49+GNAGE PROPOSED CG12 PROPOSED TYPE III BARRICADE& END OF ROAD SI PROPOSED CG2 Ln PER VIRGINIA WORK AREA PROTECTION MANUAL k PROPOSED 6PLANTING STRIP 5 PN EXISTING STRPROPOSED CURB (TYP.) JJ>i L�JZTn GRAS o PRIMTIVETRAs/ Lu COE6vg` z56 QG iN. 04 0 90 LIMITSOFGREENWAY 7 PROPOSED CG-2 CURB (TYP. PARCEL33. ROPOSED -G- ENUTURE 6PLANTING STRIP VRI LE WIDTH PUBLIC SWIG W EAS MENT k D.B. 5512PG. 282 20LPDSCAPED /PROPOSED CG2 �OREST & OPEN SPACE k k LJ BUFFER / i _/_ � •STOP SIGN (TYP.) INS-k #: 202200(50174 �tk LL 30 61 C (TYP.) STREETSIGN TYP. SETBA 64_ LOTSP EDLIIMIT(TYP. 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LOT > \ ACK(TYP) / I k k PRIMITIVE TRAIL k 4,- / 1 (TYP.) / / \ SETB o: I i4 �T J k k XISTING WETLANDS (TYP.) / t.J n PROPOSED CG- D ENTRANCE (TYP.) 3 + LOT k k TMP 46 19Bg k k e - W / PROPOSED GARAGE (TYP.) 53 9_ I � / L. PROPOSED GARAGE TYP. I k E k / in ' \ / ROPOSED CG-aa ENTRANCE (TYP.) ( ? h ( ) k OP`5N SPACE F k O -: W (18X2o MIN.) k k / / ul g y \ r STREET SIGN (TYP.) .. / F ti - 18'X20' MIN. o kGREENWAY PARCEL E ( k k j a.. o / / I— J 25' P / z \ \ xh k N/F BRrOOK(iILL MASTF� k k. F/ {n \.. -o / WM FACIL, Y LOT �2. / k i 7/ n .. zo3' / k ASSOCIkTlO INC: k k k / W M \ \ s 12+S0PROPOSED 'CONCRETE SIDEWALK k N, k / LLI W / \ � ii \ o I / / 52 \ z+oo / ---1 5 k D6. 522; PG, 28z \ ROPOSED 5' CONCRETE SIDEWALK / / J�. y �' -�l� ': LOT / k. E PROPOSED .. ROPOSED U PLANTING STRIP _ I k k E k k h J i Off. \ \ \ \ I / / oy, / 3 O�Py}\0 ti v$ MAIL KIOSK, ROPOSED C1 CURB(TYP.)37 k k k E W 6 qG : ROPOSED 4' BIKE LANE ✓ LOT i \ PR S( 0001�9 R k . E . k k �I �\\C ryyo STOP SIGN (TYP.) \ I k 51 \ PROPOSED 6 PLANTING STRIP \qCK kI. kOPEN$PAk E_ k k ,�PROPOSEDCG-12(TYP.)PROPOSED 5'CONCRETE SIDEWALK ?oFTg� 6'- 0 � �... ., - .• ro''-EAS./5) PR/OPOS/.�Ow•tN�Q,° �-yN`.- - xo�02 m.,, -VkA. RI4BLEpkIDTHkP. UB=ICkSWkMPROPOSED DRIVEWAY (TYP.) D/ Q "IF ARKING SPACES PROPOSED GARAGE (TYP.) F0 ST & OPEN SPACE EASEMENT. EME (B'Wxzo'L) 18X2oMIN.L 3y�Lk __ET- INSE#.�ozz0000i77 CK(TYP00 f / / I t J LOT — --- -- - 5 O 2022b z k 1� ROPOSED & PLANTING STRIP - _ - - - o° O EN. , P E moo, �h A e 38 • .�...c/��Q/�•.,h:•:'s`,9� p �p .•. y.-� .:. , ....,.. . k. LIMITES, OFGREENWAY. LOT E DB. 12 PG.282 /'j /cFUTURE PUBLIC GREENWAY TO BE50 30/Gp v NO PARKING SIGN (TYP.) 39 k DEDICATED TO ALBEMARLE COUNTY / / � ROPOSED CG-gD ENTRANCE (TYP.) k. ATTIME OF FINAL SUBDIVISION PLAT, `t`.A.\... • k k.te5 X i A"; ,;, / `G`Z' s 2a �C;,�� � �, ;' p. ".. kPER PROFFER #2 OF ZMA. zo. l8. ook011 9ZSTREET SIGTYP. Q, , k kk LOT A LOT EXISTING STREA CRAPH�C kSCALEk -k k kk kk k k k/k OPEN SPACE 49 c�40 k zog'zR 3a ko60 k00\ T 10 k k\ LOT /k k/ k y/k k l k �9c, �F� LOT �� � -N / ,� � �� �`� 1 �• ,i, � k e / PROPOSED 5 CONCRETE SIDEWALK \.. �S �� rj� _ 8 �1 �. I /� P\ j 4 / / E k( IN FEETk) k \ , �� 4 MALINE - SE SH T 5 °3 k k - \ PROPOSED 4' BIKE LANE ,- % j / inch �30. ft. - k - k k k �... U) J L HT� 2 Lu O O Q 0CNI U w J � F a w uu)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 Q. _ _ •� v �Cp\ `�rmuruDcu UMKrc L I i r r.I - e. . ' . k . LOT \ - LOT �... �. F. a5' 18'xz0' MIN. 8 -STOP SIGN (TYP. � s- 5 \ �Z�. PROPOSEDCG- DENTRANCE(IYP.)LFLF 0 PROPERTY BOUNDARY (TYP.) / \xoo 0 •e / V .. STREET (TYP.) LOT �. F LIMITS OF GREENWAY. E / PROPOSED CG iz (TYP.y1 \ �o / / e � DB.�iz, PG.z82` /a / LOT \ xro oh <' `' 45 / e k. / /% ` / PROPOSED CLASS B TYPE i f FUTURE PUBLIC GREENWAY TO BE E / / sy' 84 / / n x1° �. \ / E E E DEDICATED TO ALBEMARLE COUNTY / PROPOSED CG-iz ENTRANCE TYP. ti'' \ LOT ✓ �' E. E . �. F � PRIMITIVE�RAIL \� ATTIMEOFFINALSUBDIVISIONpLAT; e / PROPOSED 'CONCRETE SIDEWALK ( / \ \\\< \ �° �. E � PER PROF�ER OF ZMAz0z8000ii / / 5 / / ro ROPOSED CG-u ENTRANCE (TYP.) 46 j / E .E I e I h � � F LOT 417 x�, 9 \ LOT e E. / STOP SIGN TYP. LIMIT F GREENWAY. E --�. - Q. .� FE-_. / "� / 8. /--:_ti '°:•:\ ° O1 \Z5, .. ( ) ,� \ .,. F. .� S� G v �k- �,k ,•�� ke k e E'�, /.. - .. �. �° � R .... kx xy°j \ L}] / @. � DB.551z, PG.z8z k E SPEED LIMIT SIGN (TYP. °o lx \ E �. . •,...' •.;°° \ •1 /� � E. FUTURE PUBLIC GREENWAY TO BE � / o E E' DEDICATED TO E E / LOT PROPOSED 6' PLANTING STRIP �` T \ , \ / i / E. / a / •' 1,R.. iC',C :' xi' \\\ s\ � � E � AT TIME OF FINAL SUBDIVISION PLAT,. k k � ✓ � n k h ( \ PER PROFFER #z OF ZMA201800012 " \ \ ND OF EUSTIS AVENUE ROAD CONSTRUCTION (1) PROPOSED PARKING SPACE (8'Wx20'L) \ PROPOSED TYPE III BARRICADE END OF ROAD SIGNAGE \ VARIABLE WIDTHUBL SWM. . \ E c. -k PER VIRGINIA WORK AREA PROTECTION MANUAL \ FOREST &OPEN PACE EASf�MENT t / ; 10 LOTS \ \ \ \ k EXISTING STREAM �' \ p \ 2a; Z�x ° PROPOSED CG-6 CURB (TYP.) INST#: iozz0000z74 \ / 81 .'F/A ;� .96' \ \F\. k, EF- F / \ \/Q ;'o A \ \ 6� .k. - L'. / - / \ \�� " ^7 • ... �' h'tiJ ! / \ \ iC\ /- `i NO PARKINu SIGN (TYP.) ' n � - - \.tc \ �y E E \ 9\ PROPOSED CG gD ENTRANCE (TYP.) T i\ i F. /� t 6 k E e LOT PROPOSED CLASS B TYPE i / \ \ j h ^ �! �� / 5 \�A \Ois / \ F \�;' E / / LOT \ \ J \ UTURE 6' PLANTING STRIP \ E E. PRIMITIVE TRAIL80 PROPOSED PARKING SPACE (8 Wxzo L) LOT: i \ P� �� UTURE 5' CONCRETE SIDEWALK LOT 59 : / \\ s, ®�C",(XI E e \ / 79 - /I �\ Gv 9 \ `q)/� / LOT FUTURE y' BIKE LANE E PROPOSED LOTLINE'(TYP: �Q���, 9'R CpG E e l Q :o ` `\ R / 60 ��F2� e e e / 5 LOT s c� 7• / // I \\ \sio e I e 8 .o ROPOSED DRIVEWAY (TYP.): / E E•" ���k! �t off' > 4 LOT LOT°a' �0 �QP xh 6,"/ / 6i j // I e \ ��\e o e I � I . . / / o ti°j 77 `S L� �q, ROPOSED 6' PLANTING STRIP tih / �� 7 " \ LOT E // 9g, /1 ����5 \ \s\ / // I� I I �I \ e 4- % < LOT P�\C oAv \ \ \ 62 / kVAR ABLE WIDTH PUBL C SWM F \ ]6 P J��yoo Q;. (i) PROPOSED PARKING SPACE (8'Wx2o'L) / FOREST & OPEI�IIISPA�CE EASEMENT / ^ �o INST. #: fozzo�ogoi747 \ / 3 • / \ \ / /' �� �� • �` PROPOSED GARAGE (TYP.),/ by / \ \ \ \ �. /Ik VARIABLE WIDTH OUB IC SWIM Q E E. � � � o h � i8'xzo' MIN. � I � EFOREST & 6PENSPACE EAS€MENT / 1 PROPOSED PARKING SPACE 8'Wxzo'L C\ �C oxo.. ° \ u / E F, INST: #: 202200 1 ( ) ( y 1 h \ \ / / E J / PROPOSED LOT LINE TYP. \ / LOT LQT \ ROPOSED 5' CONCRETE SIDEWALK i/ r GRAPHIC SCALE 30 0 a5 30 60 ( IN FEET ) 1 inch - 30 ft. LOT AREA CHART FOR BLOCKS 9, 10, & 11 LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) LOT NUMBER LOT AREA (sf) 1 4,994 3,682 44 3,124 2 3,379 2,847 45 3,122 3 3,250 2,725 46 3,106 4 6,630 5,002 47 4,278 5 6,319 4,527 48 5,089 6 3,457 2,620 49 3,230 7 3,369 2,524 50 4,341 8 5,323 3,539 51 5,500 9 3,996 2,605 52 3,300 10 3,425 2,541 53 3,496 11 3,363 2,519 54 5,852 12 3,453 2,608 55 4,960 13 3,532 2,682 56 3,080 14 4,576 2,958 57 4,617 15 4,245 3,106 58 4,486 16 3,058 2,512 59 3,227 17 3,026 2,531 60 3,222 18 3,744 2,679 61 3,285 19 3,957 2,903 62 3,679 20 2,975 2,451 63 3,555 21 5,793 4,303 64 3,036 22 5,618 4,210 65 2,779 23 3,379 2,851 66 2,650 24 4,232 3,072 67 3,238 25 4,134 2,982 68 4,135 26 3,243 2,702 69 3,203 27 3,133 2,591 70 5,048 28 4,061 2,903 71 4,864 29 3,704 2,608 72 3,251 30 2,970 2,429 73 3,159 31 2,945 2,403 74 3,033 32 3,617 2,516 75 3,437 33 4,956 3,636 76 3,453 34 3,060 2,516 77 3,021 35 3,124 2,582 78 3,130 36 3,093 2,550 79 3,177 37 4,660 3,395 80 3,722 38 4,645 3,396 81 3,671 39 3,117 2,576 82 3,097 40 3,137 2,595 83 3,028 41 3,106 2,562 84 3,094 42 4,589 3,337 85 4,569 43 4,735 3,466 BUILDABLE AREA (sf) 701 751 743 710 706 Lic. No. 035791 4/26/22 ¢`;'41 H z w f O z O a J D k (n U o U Z o �Q 0ZJ O w > z Z .. m Q (� w C� w H � O w W Lu z w ul z y + N N N N N N ti M M N CAM i N O rn N N LLI J J U) LLI 0 U i LLI LLI Lu U) Lu 0f Q O O (N z U C J0 C Lu H� Q H� LL 1 T� 0 C) 0 T� Q U) U O m J J I -I O O cc w J H 0 w O w a U) JOB NO. 182150 SCALE 1"=30' SHEET NO. 5A - -- - - - - NOTE: SEE SUB�oz00008z - BROOKHILL BLOCKS so & 11 ROAD PLAN FOR J0 UND'STURBE� OF ER/E21�� ----=--- EE Nr)TI: UFF E 9/ / f f 100' WIDE BUFFER ALONG ROUTE ROAD, DRAINAGE, & UTILITY PROFILES AND DRAINAGE CALCULATIONS.-T- 29TOSCREENTH DEVELOPMENT. Lic. No. 035791 4/26/22 ¢�'41 H z w f O z O J D a k � O U Z W D J (n Q Z J O . W u m ^� Q Lu c� ce W u W ti LuLu ce c� i9 z w ul z y .+ N N N N N N O M tD M 7 N 4 r M c'7 N c'M i N O O� N N Q Lu J J U) Lu 0 2 U Y w w Lu rn Of Q 0 0 N 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 Ln JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 Lic. No. 035791 It, 4/26/22 ¢�'41 PROPERTY BOUNDARY (TYP.) e k e k / -- 2z"xrs" �Kv» K o :.: fi/ irv� . ar: zo )0002747 su / (z) az G.V. slA S z 000i75z LOT E z 1 I LOT 84 //x e: 45 < e e o 1 �. �. / so \ ..f �. kt. z k LOT-4 O / i �. t U � 83 , -. \\ LOT ice/ / E. F �. ,\. F .tk� k )4: k t. e tt / Z W j J 1 47 �/ �. e.e.. t. ,/., p (n Q 1 ROPOSED 12" CAPPED G.V. // k O E m PROPOSED 8" DI WATERLINE 00 \ / / E k E i L••I LOT y- \ ' /> Lu1 82 PROPOSED FIRE HYDRANT xoo /\\ ASSEMBLYw/8"x6"TEE PROPOSED 8"x6" REDUCER & 6" G.V. � �� m k k / it /� —V%ggI L IDTHACSA A k iwI � LOT UTIL:dT MEiI� WEXISTING STREAM , p .#:z z oo OPEN SPACE k � e � 68 /' i / /,' e e .. k� / / GRAPHIC SCALE /,y/ / PROPOSED 8" SANITARY SEWER (TYP.) zo' CSA UTILITY EASEMENT;. k F /k / _ ( 000 IN FEET ) zoz�0000i75z � k � k k k. �z � 1 inch = 30 ft. MHz ///MA- CHLINE - SEE SHEET y .+ N N N N N N O M t\D M 7 N 7 Un A� 1 _ ZM N CAM 1 N O wN N W i Lu U) ® Lu Lu z U w ' Y Lu ul U) H z LLu U U) Lu ® o 0 N u Lu Q H� LL 1 rl 0 ft� d r-I J ZD V) O J m J J O O m W J ti F w a U)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 6A TH F �.. VARIABLE WIDTH PUBLIC SWM SCOT' R. LLINS'Z FOREST & OPEN SPACE EASEMENT INST� zoz 000% 747 E U Lic. 4/26/22 No. 035791,� 4 PROPOSED WALL :; ::.: •: OPEN SPACE (MAX. 61) I F E F I 0 IONAL E�Gl w Al - / F FUTURE 6-PLANTING STRIP F E I� / L FUTURE 5' CONCRETE SIDEWALK �I E z W UTURE 4' BIKE LANE -_ - - -- - -;- UTURE CG-z CURB (TYP.) / O z Z _,fir• _-- -- - W Lu Z I �6'E/ O Z 35' ER AVENUE pOD BLVD. AR TO AS —F/c z O Z o �� PENSION FUTURE ROAD Imo. PUBLIC RIW v---3 — LL I ---___ _ — _ 5'GRAS J z Q Z z 0 ISLAND / Z U � U 0 lt♦ k k I -- ----------------------------------- _ i6' E/ --------_-- / Q v O F k k k I, ___ -- — - _ ________________________________________________ Ln k _ E NOTE: ARCHER e e I AVENUE ROAD EXTENSION � I ________ — �__ - F ARCHER — — - UTURE AVEN RO UE 77 R�XTENSI / / > r Q d Q Q W z g W- /SHALL BE F COMPLETED IN ACCORDANCE k F WITH THE ZMA PROFFERS I E pN / L F w ✓ e/ _ . EXISTING STRE c PROPOSED CLASS B �� E TYPE 3. FUTURE CG-6 CURB (TYP. �j.RLu RAVE Q) F PRIMITIVE TRAIL � LU E / W Fl \ ce ce Ln LIMITS OF GREENWAY FLn - PUBLIC SWI ARCEL W 4z FUTURE 6' PLANTING STRIP s s s Sys F g Q PACE�EASEMENT E E D.B.5512,PG.28z E F 4-z N z 1747 e F E E E e E V s_ s 'n F �� (u JVO Q C N \ m N \ N N \ .Mi N \ ID N k VARIABLE WIDTH PUBLIC SWM�OQ pQ .Z Q k kk k Ek FOREST& OPEN SPACE EASEMENT�� E �INS T #: z o0 2 47 / \/ sue cm�2Q_. k k k� kk I � 1Y � � S � • E kEXISTING TREELINE (TYP. �„ L' k�kk C�kk k�kk kk �k Ek 5 /� ��r � �. S� / %/ � y11 I I I I 5 5 /� // / / / V\/�` t °.L9 k �' - �� kk�k�t/� k i XISTINGSANITARYSEWER \ \ / EXISTING WATERLINE M C6 I J BTYPEi E Ek k E. �' � I \ \ CL ® Lu A - N I ' L PROPOSED CLASS B TYPE 2 I �' k � E Ntl / PRIMITIVETRAIL Lu jr / e 8R w Lu I I PROPOSED ' BIKE LANE I4 / 5�6 O 66 J I EXISTING 22" DI WATERLINE ^ REMOVE EXISTING (PLUG &TIE-IN PROPOSED 5' CONCRETE SIDEWALK I PROPOSED 12" DI WATERLINE x o� zo+oa 1 � TO EXISTING 22" DI WATERLINE PROPOSED FIRE HYDRANT E m8'Rk o b O� PROPO LL�� Q j s PROPOSED FIRE HYDRANT (4) PROPOSED PARKING SPACES (8'Wxzo'L) PROPOSED CG-z CURB (TYP. ASSEMBLY w/ iz"x6" TEE. ' .jd - n U pYj o° n - ASSEMBLY w/ iz"x6"TEE ° PROPOSED 22" DI WATERLINE STEEL PILE BEHIND FIRE HYDRANT REQUIRED. ;.t. •' - - - �� 25 i e PROPO - r- 'o 1 0 m - _ _ -___ ROPOSED 4' BIKE LANEZZ PROPOSED 5' BIKE LANE vj ko° W �\ MM a .e / ~ �� J 39+25M 39+so M- -SIGHTDIST '. •• ,�' x5° �S /Lu STINGul EXISTING ARCHER UBLIC 4o+Oo W W 4o+So - - - a + C W i6'.E F/C - - - - N 1N� - z3' E P - FIC W W W o 44+0 \ST ANCE.335 NT D e :. , `r r W s'CY G\ qs�F \ U7 O J RO 93' WID AD 41+0o 7H R/W '1' 93' R/W-R-1 - W--� W - -w� W- W +So 5� E - _z C�T'�2Ll ,�x J ' • r fn W W M co 41+50 —15'GRASS SLAND 42+00 42+5o 43+00 E _ \ .5 \\ • /C ARCHER AVENUE -' AR. PROPOSED 'BIKE LANE • 3Z6 FI � 5, . ,. • . .. a . WIDTH PUBLIC-STREE z D.B. 6 P �� 3' E/ F/C 534 � G. z56 � - Q Lu i TIE -INTO EXISTING ARCHER AVENUE • '•,.. , �0 O PROPOSED 4' BIKE LANE .. "t ;; •• r ROPOSED 5' CONCRETE SIDEWALK E �\ � x Q SPEED LIMIT (TYP.) PROPOSED CG-6 CURB (TYP.) \ PROPOSED 6' PLANTING STRIP \ ` E /� / �\ �Z 0 C: N PROPOSED BIKE LANE 5' \ ` y PROPOSED CLASS B TYPE i y IMITIVE TRAIL \ OPEN SPACE iz PROPOSED PARKING SPACES 8'Wxzo'L ( ) ( ) \ \ � VARIABLE WIDTH PUBLIC SWM / FOREST & OPEN SPACE EASEMENT & I #: z 2006617447 / \ PROPOSED iz" DI WATERLINE F \ \ E E \\ 0 F / a / \ � / PROPOSED 5'�CONCRETE SIDEWALK \ a m JOB NO. GRAPHIC SCALE 182150 30 o a5 a 60 SCALE 1"=30' ( IN FEET ) SHEET NO. 1 inch = 30 ft. 7 Miracle Product Specifications """" Swing Scale 284, 2840 ale 2841 2Warid24D SbiM1gool Seal 3gl'TOI5ea1 10 Now. plena WTerom. 284(TTaeu2aanT 2990TT slanpamseaY✓renaerwln wren sm•an seawnenser 9n Ben year IMali0T5Aam. 2740 all 2741 2760 I P F swI e: s Ann. An [ 41"liroole Product Specifications " " Tan Spin Tm sample 4&: In ^Ys=« '. ranee-n al aa..rmlml.raia.. ai Al Manuel n,.M .ami. ne.,. rye — " - or As w.ao AA N1 111 m.A ry e .e—u �N _A H m .. e m nor W S.re nm' In I dernere narry or An Anon all n nr ne�m'm ra rral ml �dend aned. ArAhlenlroll rermndy Mpnanu�YYdinmaT "Areen All Ininner a. Are and anne". onFdI dar.. _rnra Product Specifications UBAS1E Freeatandinu Saddle Seal 9451 945-2 Saiddly, I.A. Seen ne Sent wale n< veer 11 T andal ideal wider ,a 6 IrS2 an N Aidh. g9�tl ............ le.nonor. in 9 ryb I4 1- nYaelk rk e q .4A ChrM ma 6' pq veTEBnla To n ao. ..A fie n11.1 Ad. Fort annarandar 1. A .a.1_. em.. w... Pamd W.ew e d .bid M.'rol -. o 1a. INggyp letannerardayearna,.,nir ebxaynrnn.larhs wr a.,. Sri "IlkMiracie Product Specifications 'I -- Try, BM1nm• Greoveld II Slide 718 6364 718-M-5 4 Groeye Esrae same.11... 7184W 718E6 8 w adr4e' ow ll Sllae a'Grcaw rl NlJ. IS ani a 11kialil Product Specifications; .... rein Choral M-TMmu• Square Transfer points -3, 4' S, 8' & Irl Decks with Closed or Open Handralls Bear minen n. indeed In ... a.arra'n.. 718.85139 718-851359 queens. rer vdmrorB oeck.clwaa squamTrneler Porm7ers0ea Eped ollcm aleplo Wl EFr BaXom.kpbexHIS" I Ills � 71845139 71M1359 squidananal.rpanlmrroem,civee sglnmTmmer Pdmrors oats open BOXm oatepl o.h RIGHT BMnmebpdetli RIGHT IIIL,.� product dimensions: 411"Ikade Product Specifications "'i Ten Spin 304 44 Tane,in Beal candayord eeds ,eameT b.. Bmmad. ,i m BP Tre ry ww:In Are on, pri.M or Perennialeln—p� �mn'� H. . ee. Pl Sol Sal ne .ro Send aw we Ad and i.-._ End. ..."Array II+m:� r1,anyy. nine ISn San AA I— hn ine"Rei—lk LL� �w.eep" aW, : younwir. /LMirocie Product Specifications Tole' Gdu' Arch Swing Frames 1 Bw iBq 9Bry 4 Bill. TnxB al W Bqa a Exona na and 1 Say Effinlm 7IM22 7IM24 71585345 al Sal 6.y1 'rw Sidney) RI11Say 11111�ro1r4 G�1111ea1a 111/ajl'�1111 ���I nor.n��1or.����Fr�1a�/me{��� ���/����� aY 'n den an 7IM24 718852111 snlnP A— In Mid anal no maid e. Tnarawdic swine 6 Bay dor. Sea61 8®E or G.n.,.ticn awl nq al I1I/�II1II1( 1II'III']' III' III1/,III. 111/�1111 Y 1 ' S F I18.B5221111 71B4a2-1H1! Arab done Frane Tne2peuek Ott. SMnoBMne n TnmPaWc Gxinp Sator Ganention 5wing mnnq wat or leanererion awing ^. 1 Ber nor 2 Gea6) 9! Product Specifications na _ Try -Rings s•del ana'5"Try-Rings .lmamoat 718-7091 mb 718-712.5 71&7H 15 TryAlned, warfarin a'a'Tryatiren, IM Iq 718.709.5 And 71&M-5 7181 •e•Try,nsnwa,Rbm 41"firade, Product Specifications Tole Gana Slde�bySide Slide. Bump 8 Glide Slides.Ski Slide T18-700 71S-7X4 &dome aslide lam a'Beck edmpa Gilaaelbkwnl Deek T18.7285 718-BA admpaObarread q" 1. SIIEehom e' 0.ck re•mesoeck c z II E ' .aa n..Po�:y, Farr., "red n.1: 1, ender MIR4CLE I 718-984 718-986 718-985 718-987 I product .� I� Lrdon.—a-ane an ii j i raid ii M e E e %l I LOT F PO e9�? v e PROPOSED CG-6 CURB (TYP.) 1 S OGREENWAY. E/ I 70 j 10T14-NOPARKING SIGN (TYP.)1000 DB.5512, PG.28$ E k . FbTU PUBLIC GREENWAYTh BE / E gEDI AT DO ALBEMAIRLEOUN� ROPOSED 5' CONCRETE SIDEWALK A TI OF MNAL�SUBDIVISI N P�qL� T, \ j �j /` e e L ` F J I / /YEARIABLEV�iDTPUBLICSW�I F E PE P ORFER #2 OF AMA OZ8o 011 E \ A C 69 ✓ \ yQ h / F FOREST & OPEN SPACE EASEMENT . l INST. #: 26220 : 01747 / / G / G � E LOT c� 2O of 3 LIMITS OF GREENWCAY_e / D :5522, PG.2$z \ \ 68 / ( f / F fUTURE PUILIG ENWAYITO DEDICATEg�TO A EMARLE COUI E k j i e / e ATTIMEOFFIN SUBDIV NPI PROPOSED 8 SANITARY SEWER (TYP. PROPOSED CLASS B TYPE 1_ �/ \ i� / E PEI�PRCFE #2 OF�Z AzolBoo F GRASS RECREATION\\/ ✓ (� PRIMITIVETRAIL / �o P` //E PROPOSEDENTRANCE E e e AREA (85' x So') \ k E C — ,� E TO PARK AREA Q�N PROPOSED SLIDEPROPOSED CG-2 CURB (TYP) & , / - F E � < PROPOSED 6' CONCRETE SIDEWALK 20' ACSA UTILITY EASEMENT E E INST.3t: 2c�200001747� �. . 2022000012 f F 4C E PROPOSEDCLIMBERS �PROPOSEDVDOTSTD.CG-12 / l.' �/ MATCHLINE -SEE SHEET 5 A & SHE�T 6A �. E E / �- /; / / / ---- I PROPOSED TRY -RINGS / PLAYGROUND AREA / k �. TOT LOT i ¢ e E A< 4. LIMITS OF GREENWAY / �/ r; � � / � (57773 SF ) � r �, � LIRAITS OF UPLAND PARK PARCEL / 8 \. E TOTALAREA:66,78oSF - ° � D.B. 5522, PG. 282 .°e.° SPARJC BOUNDARY ESTABLISHED � E I - fC - -_. / C/ E\ ALONG E t � All � / � � / r \ \ E . SITS OFGRfENWAY P�RCEI� � � E ` PROPOSED SWING SET I 1 \ PROPOSED PICNIC TABLE (TYP.) i > \ \ zo' ACSA UTILITY r e AilF 5) PROP'W OSED PARKING SPACES (lox18'L) EASEMENT c / IfkST. 20220000:Vi& Ak t / k PROPOSED BENCH (TYP) p / �\ F 202 dooi72 F� /� Fy ROPOSED BENCH (TYP.) \ e \ . � E \ \- NOTE: RECREATIONAL FACILITIES SHALL BE / TOT LOT / e S ROPOSED 8 SANITARY SEWER (TYP.p COMPLETED WHEN So%OFTHE UNITS HAVE � �. �. / --- (3,458 SF) / . F � MH-1. � A � � 5 A� RECEIVED CERTIFICATES OF OCCUPANCY. / " / WATERTIGHT LID REQUIRE \ �\ A VARIABLE WIDTH PUBLIC SWM / I 4t E FOREST &OPEN SPACE EASEMENT ' VARIABLE WIDTH PUBLIC SWM / / E \ INSYT. #�zozzo FOREST & OPEN SPACE EASEMENT E / E e ROPOSED SADDLE SEATS �\ \ INST. #: 2ozz00001747 PROPOSED 6' CLASS A -TYPE 1 E \ E I I I I I PROPOSED CLASS B TYPE Z PRIMITIVETRAIL 0 ELOW MAINTENANCE PEDESTRIAN PATH PROPOSED PROPOSED TEN SPIN /. k \ E E PARKAREA /. F\� PASSIVE v � � / RECREATION AREA e \ \ SPORT BASKETBALL E COURT (70' x 100') k/ E E E F h / Y E eI e it LIMITS OF GREENWAY E PARCEL Q.D.B. 5512, PG. 282 E F \� . k XISTING Zoo -YEAR FLO � E �I e O 4: I A E � O 1� O / L O I F E O �I 4z � a Ilk E � a OE TIE-IN TO EXISTING E SANITARY SEWER ----E / LIMITS OF GREENWAY -/ E / )POSED BRICK PAVERS- ARCEL ;EE DETAIL ON SHEET 13, E/ D.B. 551z, PG. 282 - / p r EXISTING STREA TMP 6kZ B k k / k 4 9 F E' ®PEN SPAC GREENWAY PARCEL \ PLAZA WITH FIRT \ / F N/F Bl200KHILLYc�AS ER / r \ % ASSOGATION, IN e E � � i� � E DB 5512, BG z z /' E / PIT (2,290 SF) OPEN SPACE �� E / E / 5 I EXISTING_ SANITARY SEWER � � ,LIMITS OFGREEIi � E- /. E QB.5512, PG.1282 (� E FUTURE PUBLIC GREENWA�YTOZBE � / e / \ DEDICATED TO ALBEf6,8l COUNTY / \ F ATJIMEOFFINAL SUBDIVISIOP�PLAT;,- // y LIMITS OF EENWAY PER PROFFER #z OF ZMAzol8000l:' GRE D.B. 553.2, PG. 282 E E/ / E E 00000 s / 0000, kz PROPOSED CLASS B TYPE 1 E \ ® \ E // E, �, PRIMITIVETRAIL E. k F k O \ e \ r y F O F t E VARIABLE WIDTH PUBLIC SWM ��` Assisi�y�/� F FOREST & OPEN SPACE EASEMENT I " t . eE 4 4 / IE INST. #:1202200003. y F00'4c 4z F\4kk eEFt k I. /k GRAPHIC SCALE le.30 o 15 30 60 E / K PROPOSED CLASS B TYPE 1 / PRIMITIVETRAIL E 47MP 46-19B9 E % ( IN FEET ) E OPEN SPACE y / / 1 inch = 30 ft. E GREENWAY 0AR(E 4c N/F BROOKHILL MASSTTER4� / e ASSOCIA1r1ON,ENC. `kz D8.553.2, PG. 282� B j / E �FE ' f A/ Lice No. 035791 .'t� 4/26/22 ¢�'41 H z w f 0 z O J z a k 0 U U U Z o (I Q Z _l J O w z Go w W Vl ce w � `H o w / W LU y + C4 C4 N N N rV ~ C4 C4 C4 C4 O M \a U M 7 N 4 W Ul z J J 0 U Cn ti C'7 Cal CA N CAM 1 N O Ld N N J `J^ VJ LU U LLI LU LU U) LLI of f V O O N w J F 0 w w CIL U) JOB NO. 182150 SCALE 111=30' SHEET NO. 8 / VA IAB E W T U IC / /: / � \ � � �� � �. % % � � ✓ �. 9 PRIVATE WALL MAINTENANCE . / . �- W_n I / � �� , !.I / 1/ NOTE:PROPOSED SLOPES STEEPER THANlz" HDPE YARD/ROOF DRAIN SYSTEM EASEMENT F RE & PE SP E EN EXISTING MANAGEDLIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES � UT 2 /�PLANTED WITH NATIVE STEEP- L-_IN #: z0zzo00o1 /& ST. #: bzz o 9 F CR n STEEPSLOPES YPF!LlcN E _ - - - - - / f - - 747 2 4Z loo' WIDE BUWITH ANNUAL RYEGRASS BYHAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW � � � / �0ETOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS g, io, & ii lo' PRIVATE DRAINAGE EASEMENT' \ - 7 NDISTU ED OF ER ?9 TO SCREEN THE DERNST CONSERVATION SEEDS AT A RATE NTE STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF � zooR ACRE, OR 1 LB PER l,000 SF. � /� /THE COUNTY ENGINEER AS PERMITTED UNDER SECTION o.. b h�^470 ------_ LINS'Z E � � 3 7 4O 1 PROPOSEDWALL _ --O � / ' / / y� YD D (MAX. HT. 6')�e'm T l/ /. ---- e / �v m 01 791--- - - n�/ - -----48 lo' PRIVATE DRAINAGE EASEFiTENT �,< � '�" �'� �>� ^' a� � w 4 26 22 � '---� --z- �5° _ I z.o 4(4, <"" - o �_., :zzo °„ � / 4' - o 4 �� 6 s� TEiS ° / YD-4A -- -- 5 ° -� - 459 - - _ ��4 47 - FER 54 47° 4 �PROPOSEDWALL �YS/ONAL E�G� e i 465. a � --�-_ (MAX HT. 470 4� G to lo' PRIVATE DRAINAGE EASEMENT p 36 yp 3 ml n n a 4 T _ I z I / / / ✓ I I INST. #: 2200001747 II I °I NI a N i L Lu / / / io'PRIVATE DRAINAGE EASEMENT\ I / 1 11 LOT LOT LOT LOT II / II LOT LOT �I 46 / -_ - ��6 448 BW I r O I / / JNST. #. 22 o I LOT LOT z LOT LOT + / 20220 75 LOT 2 i/ I 25 z6 7 28 II 29 30 6 . GA LOT I z 22 3 2LF \ I 1 2 I 4 7 33 a F ® z n� N .. W / n I I I I 3 3 _e 6 6 FF I �� VARIABLE WIDTH PUBLIC F w O a \ I/I 41 I SWM FACILITY AND I Lu E \ PROPOSED 12" HDPE YARD/ROOF DRAIN SYSTEM PROPOSED 12" HDPE YARD/ROOF DRAIN SYSTEM / a. /0 65 BS T u z ¢ / 4.83 GAR 465.5o G R L 1457 I ACCESS EASEMENT o z LD z .5o GAR 4 8 FF II - INST. #: ----- - - ---- & / w z E 4ao Tw � y \ 8.6 GAR 45933 G R I z. °FFE 4 3 4 5.17 FFE 465. ) 8.00 4 7 4 5 .83 FFE 4 4 33 GAR GAR G t 46733 GA -- z02200001749 r g w o 44-0 Bw 7.\ 4 FFE 460.0o F E I 3 --- / I I b FE 4 S:oo 4 5.67_ 466.33 G R f r-- 440 EG / 4 8.67 FFE 4 9 33 �X 4 4 T f 5.33 FFE 4 6.00fFE 466:67 F E `• 4° 467.67 FF L T \ ®,. ` o z 21 I I I - - - - _ / I I( 457 65 B5 T O VARIABLE WIDTH PRIVATE WALL . - - z V Z o I n I -� V, oo - - - 6 ir-MAINTENANCEEASEMENT--------- z ,..�-.. . -. 2 I kn V -r ' `.,tt F ¢ z z R YD-4 \. ,.. - Iw _I ,_ �II- � j � _ _ - , . I ST.- , z o00 � 45 33 \ - o t _ --� �- - 18 -T C e 1747 & I a o ¢ � I'--- I � I o 8. 37 FFE l - r 'w I � -. 6, `- � _: o i / e - .. I l � ,. � � 202 �0001753. lAl / / x � v/ U � U � O LOT 448. 55 BSM _ - - L ` - - - _ �� ........ -_ I/ j rn m w c7 V J 46733 GA a -- J PROP ED STORMWATER 1 /, E w � z w e II L 20 : / - - I �.. / °- 467.67 FF o m o m Sy° MANAGEMENT FACILITY- c z ¢ Ln _ +g5z ,: .6 BS T LOT rp lg- 13 457 5 -- E V MP PLAN F R DETAIL I O o F- w I I444 tw rI 45 .67 GAR o 22 .- E II I I_ .00 FFE 6/0 -- �' � 7. ,. .. j I �w _ 4 3 zl KOCH COU \ ' 4 3 WP02020Coo ' / ~. m o �d "39 8 BSMT AR. N/ID " ` +50 " r ° ( 4) VARI tDTH PUBIC SVdM > z ¢ p m 439 EG j 44 \ + H PUBLIC S EET 15 / 13 FOR OPEN SPA EASEMENT w Of (� LOT 2% 9 50 I 11+00 �20 lz+oo 16'�M �+ �, `TF w z 1 20 l0+50 - iz+5o 13+0o L M� - I�3 INS z�2z00001747 a w g 1C� ....0+00 M -11+ O M \ �. 7 - GA i � 0- - s nn 5 M 14 .-� 46733 I' w w PROPOSED VDOT STD. ES-1 , i;k a 4 .00 FE I t 20 ys s I 457.65B5 T LOT , L' L > z cl 8 BSMT - „ : cl io+oo , ®- �`� - - W Lu \ 44 PROPOSED DRAINAGE SYSTEM - , - z 1 O _ -- o Q) { n: 4 I i r o� VARIABLE WIDTH PRIVATE WALL 4% - _ 13 " 16B \ PROPOSED 8 HDPE ROOF DRAIN SYSTEM �, _ p m MAINTENANCE EASEMENT s ,, 1 zo6 - vo / m INST. #:�20220000I r r - , . 3 ' _ �o - - - -,: _ i = 1 - I 7� ' r � �, r I ti - -- \ � I I PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE z zoz0oo°175 o o m _ - z - o N r _ obn w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT g = 3 /1� a : T -t r aaa w I - s .. '� I o a 466.$3 R PROPOSED WALL (L-16, W1=7.5, Wz=18.5, D=1.5 MIN.) a0 W ti I o PR P ED I -_, to PRIVATE DRAINAGE EASEMENT 'VARIABLE WIDTH PUBLIC ¢ 4 O OS 8 HDPE ROOF DRAIN SYSTEM o 6 16 E - - n � 6 8 GAR 4 7 # 1747 & zz0000 54 (MAX. HT. = 6) z 3.83 oGAR 4 45 0 4 3 BSMT \ s� SWM FACILITY AND as G i z% S 1 i GAR 4 4.5o FFE 4 4:i FFE 6 o G n - 46 83 GARS 16 FFE 57•+ 6 k 8 GAR / I 4 1.17 GAR 4 3 7 4 5 7 6 1 FF �' 1 BSMT k � �5 i� ACCESS EASEMENT u 8 GAR 8 FFE 4 5 7 w 46 .83 GAR 6 6 FFE „- 457. 4 \ \ INST.,'#: 2/0 200001 4 4 9 o FIFE 1.8 FFE 4 3 3 w 4 7. 4 SMT / 1 f r ;zo2z00001749 -+ N N 457. o GAR // ,, z 4 3 w 46 16 FFE LOT \ I� 457 FFE 4%.5 lo' PRIVATE DRAINAGE EASEMENT 81 QH I 457 4 SMT 457 < I 444 TW , SMT v / LOT io'PRIVATE DRAINAGE EASEMENT \ 5� k44 00 , ¢ o o m °o -''ryI 4473 i _ I INST. #: zoz o0001747 &zoz o0001754 Q LOT 6 o CN \ \ \ 438 LOT LOT LOT OT LO, m LOT INST. #: zo22000074 & zzobool M a N rq a .00 AR _ .�, 25 s ] / L T LOT 12 11 g ioa. 7 YD 1 T ° 1 3 O PROPOSED lz"HDPE YARD DRAIN SYSTEM by LOT FE --- GAR �F 1 I o L / 447-3 I a36 BW .' " 438 BIG 447. BSMT f\/ - - - 4 4 1zA - - - _ / I \\ l J l _ / psi 3 = �L ARCHER AV E ooDBLVD."Lu FIIPROPOSEDWALL' LOT \ / \ \ 1 6 I / 11 -- r r w FUTURE ROAD EXTENSION I A 6 GAR \ i I' / / 12B 5 _ %_ I r -� 77, _ (MAX.HT. =6') / 16 458. of \ I 45 / /- - - ---- - / / IFI - �= / aaz L9 Tw �s 47,9 MT / - - - - ,,, • : - - - - J f _ i i - ® M ,44 39 B 4 / 5 I :+° ` 5 ; . : M1 _ _ NOTE: PROPOSED SLOPES STEEPER THAN t - - M N439� G 1 \ LOUVU... ' _ '' - �•a •. -MIA / I 54 8 +� �/ , 5j°o r I3� - SLOPE MIX WITH ANNUAL RY GRASS BY 3:1 SHALL BE PLANTED WITH NATIVE EEPe i CV J 440 Tw ' \ / �. 6 4 _+' \ 1 ERNST CONSERVATION SEEDS AT A RATE _ 14407 440 Bw \ / - - . W '. W y, •' ••w' ' • • •� •.' , 52/ °, ' �/ / / OF 6o LBS PER ACRE, OR 1 LB PER 1,000 5F. k M II 440 EG / / i k . k k < Z Lu ° 51+00 / 51+50 e ' J 9 /,-� / NOTE: SEE SUB202000082 - �_ ROPOSED DRAINAGE SYSTEM e::• - �� BROOKHILL BLOCKS 9, io, & is - QFrn C/) ROAD PLAN FOR ROAD, l F W N J 456BW DRAINAGE, & UTILITY o - ® kk PROFILES AND DRAINAGE > Z c eG i - , CALCULATIONS. J z _ q D DRAINAGE DESCRIPTIONS J 1 J PIPE INFORMATION INLET INFORMATION > _ - STR. NO. DIA. LENGTH' INVERT INVERT RIM U) _ _ I T� 4 '33 _- - 6 SMT . E - -_ <- (inJ (ftJ IN OUT ELEVATION ° LOT 1 � I 1 SLOPE (%) MATERIAL INLET TYPE ®Lu W EASEMENT I - _.--- I �°, _ � 45 5 I ` � LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES � CJ VARIABLE WIDTH PUBLIC 46 + 461.6 FFE 33 YDAA 15" Yard Inlet 455.00 HAVE BEEN DETERMINED TO BE LESS THAN z5% BASED ON NEW Q 12 126.83 9.46% 452.00 440.00 HDPE �% TOPOGRAPHIC INFORMATION SEE: BROOKHILL -BLOCKS to & 11 O z / / • e - - - - \ `202 000°1754 / ( 9, Y0.1 15" Yard Inlet 444.00 >, /0 STEEP SLOPE SURVEY EXHIBIT, DATED ll6/zl) TO THE SATISFACTION OF ° J � XISTING 3.00' STREAM BUFFER TYP 70 - / lo' PRIVATE DRAINAGE EASEMENT zo z0000l & I T I THE COUNTY ENGINEER AS PERMITTED UNDER SECTI N .. b h t2 tt.00 4.55/0 440.00 439.50 HDPE Q f ( ) VARIABLE WIDTH PUBLIC LOT I / / ® O , 30 7 4O ILOT i SWM FACILITY EASEMENT / / IiV \#� 22000 54]& LOT 46o.67 BSMT j e Q � � ,,.,- �1 �.. � ...''• , � r / / \ \. �\ 5 � I 12" Yard Inlet 465.33 t--j 0L5OT 56 34 Y3C =46i:oo FFE E � ;. k � k k - E t . t. k - 12 52.10 1.11% 462.33 461.75 HDPE U � 69 \ v, / \ ' PROPOSED DRAINAGE SYSTEM •• . � )� � E I k \ k k E YD�B 12" Yard Inlet 465.33 t /�� , n PROPOSED DRAINAGE SYSTEM / / PROPOSED lz"HDPE YARD DRAIN SYSTEM o 4/0 460.0o AR _ I I ' E/ k k .F kE k. t 12 46.92 to9% 461.75 451.25 HDPE V \/ \ °. .... - - k . k k. YD3A 12" Yard Inlet 465.00 o ! 4 PROPOSED VDOT STD. ES 1 \ks � � � 453. o GAR 453.0o FFR I / _ o b ° 1 45o.3i SMT LOT � � �. � kt kk k k� 54 m FE / w k6 YD-5A / LOT \ \ 45 •33 GAR 453 3 FFE / y EXISTING WETLANDS (TYP.) ° \ -- _ k. k k E k 12 84.50 1.48 /0 461.25 460.00 HDPE W Q (n / - 2.6 fFE _ _ T -/ - p a E � .t - k k Y0.3 12" Cleanout 464.67 a / / 54 \ \ \ 4 I 4s 35 iI / r e ` ��- / E JJk f / ° °/ - I. a 12 16.75 1.49 /0 460.00 459.75 HDPE - W PROPOSED VDOT STD. CLA55 Al RIPRAP OUTFACE / PROPOSED 8"HDPE ROOF DRAIN SYSTEM PROPOSED STORMWATER =- z8 v° \ Z w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT DETENTION FACILITY - ya6.57 451.0o G > 458.67 ,AR �t . y (L:. =8', W/ /1=3JS� W2=9.25', D=1.5' MIN.) -44 48.9.BSM.T,4 LOT / / I • E .�YD4D 12" Yard Inlet 462.00 ul O 8FFE_ .�12 69.00 4.35h 458.00455.00 HDERIaBEu�Pg�IQ w6 36 �RE�OE.M 40 12" Yard 8B _ -T 12 56.30 3.55% 455.00 453.00 HDPE200 GAR Y0.46 12" Yard Inlet 456.00% 456.6 GAR 41 t2 St.452.42 HPE446. BSMT - 5 oFFE LOT %/ J Y0.4A 12"Yardlnlet 456.67 / E / I /I I1\ F. �� - -� -. 12 79.08 1.16% 452.42 451.50 HDPE CLASS AI RIPRAP OUTFACE •, � / / y �-.. b I � 37 1 ,S � � � Ie ! / L l \. I \ ,. I I � T wI GEOTEXTILE FILTER / E . k / / / 1 EXISTING PRESERVED k. . / YD4 12 Yard Inlet a57... r \\ \ FABRIC UNDERLAYMENT LOT 448:o FFE S L// i /�I / p N6PAC� / / I�; STEEP SLOPES (TYP.) 12 22.55 1.11% 451.50 451.25 HDPE W / / 5 / e / / \ , Y / 5 ° yyxh OJ�O�\ / / !i /k /. GREEN WAY PARCEL / / / 1 6/ /k I \\ BROOKHILL MASTER �F � .. I m / y 47 FE „ °�.., � O '� •' ., o �.. � . / � I � � / / ASSOCIATION,INC. � ' ...' P ., / 4 733 F \ X � ti ••.... � � - F YD-5B 15" Yard Inlet 449.00 Q EXISTING TREELINE (TYP.) / �r� ., .. /,\�., O I � / 1 Q � ... : `_ � � (Q- Off•.. e..- 2 �tV �y. �:. � ' 7.5°h ...� % �-�-�/ -. - -./ � DB.5512, PG.282 E. I. /- � [;/ / 12 101.30 0.99% 444.75 443.75 HDPE V O 5g \ f \ � lo' PRIVATE DRAINAGE EASEMENT 6%" JP �. / Q- � 452. GAR 11 � I � � @ � � � . � Y0.5A 15" Yard Inlet 446.67 c:) SMT 12 106.20 3.22 /0 443.75 440.33 HDPE Q • O ?os� \ a3 54 Q �C N / 44 9 �� - •.. v N °`. 0 FFE / �. YD-5 15 Yard Inlet 445.00 O N vS \ ` 20'PRIVATE / O /° s LOT r I G / /: k / i 1 D `/ 15 94.42 0.35% 440.33 440.00 HDPE vQJ ry � �' O y�LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES YD- •1 p / DRAINAGE EASEMENT /_ _ _� . a: 38 I HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW _._ % /j y w o �F I r ^ ry I #• no k7• v y / ! TOPOGRAPHIC INFORMATION SEE: BROOKHILL - BLOCKS , io, & 11 ySTEEP SLOPE SURVEY EXHIBIT, (DATED 1/6/z1) TO THE SATI5FACTION OF / // Y0.7F 12" Yard Inlet 417.00 F 4 6 �- �- �'x \,\ -.. I LOT 46.67 FFE -' :- :P / / 68 : I/'r• y�`. 451� FFE � � /� j. THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h �� -. �/ -� t2 68.85 5.33% 4t4.00 4t0.33 HDPE � W �f � F� so / I ✓ r . L(� I � , er ,k 1 / p w i / Y0.7E 12" Cleanout 413.33 I - I / �. /J 12 37.00 4.05 /0 410.33 408.83 HDPE \ \ 6 39 LIMITS OF GREENWAY % E / 7 / / r � - � 7 /• • ,: � •,> • ., / // EXISTING STREAM J{ � � � �' � ;� � Y0.7D 12" Cleanout 411.83 JOB NO. a � 58A PROPOSED 8"HDPE ROOF DRAIN SYSTEMPARCEL o : / . go 450.67 R / O f D.B. 12 PG. 28z / � � � � 12 110.55 4.37 /0 408.83 404.00 HDPE \ VARIABLE WIDTH PUBLIC 4 5.67GFjR �' `... 5 / /. I� ° / . / j 182150 58B \ LOT / f'. °/ 451. FFE LOT / / / / / �I1C�YLE I J // va7c 12" Cleanout am.00 o \ WM FACILITY EASEMENT - 4 6.00 FFE 8 0 0 .. 1\ -_- 7 5 / / _L/ � p E / / � ' 12 1it.58 1.05°h aoa.00 402.83 HDPE SCALE \ I '. 2o)2:�Oo. 747 & !}9 rt+ - XoO 306 /.. ...CFO' .i / �5 •30 66 l' . _ / � , YD-7B 12" Cleanout 407.50 u- r / C\ 20�20 017!* \ p ••• - C•1 - - / ./ ` J /F 12 88.50 2.07% 402.83 401.00 HDPE 1 -30 _ / � , _ \ • ... x _ .. \ :.. '� / �� " P 4 . S T / � / / E. - /E ;'.; _ /! // y �... Y0.7A 12" Cleanout 406.50 /f / J E - / -,/' / / l k/ I / f 12 70.75 7.07% 401.00 396.00 HDPE SHEET NO. T 6S 6.z°/ 450.33 F LO / Q �. IN FEET jp / / / �/ „ _ 4J5.00 GAR .. -. -.. - ✓./ Div . trroh2/0 - £1 �. / :. _ y / _ Y0.7 A CS 1 LOTj ✓ �/ / // s� // 45.33FFE 1 /�_ - �� CC, j , 43- 1 COARSE AGGREGATE OUTLET j-, / PROPOSED F VDOT LAS AI - zo 20P o174g o \ A H I N SEE H E ET 450.00 AR 1 ♦ _ PROTECTIONw/GEOTEXTILEFILTER \° \ \\ oo �� �- SMT NOTE: SEE SUB202000082 - BROOKHILLCA DUBLIC\� -FABRIC UNDERLAYMENT. FABRIC TO � � \ 66 � \ - � ' 45 33 LOT""p h(DRAINAGEEASEMENT . - o a BE KEYED INTO EX. GROUND 9" MIN. \.' � \ 4 S.oO GAR-I-BLOCKS10 & i1 ROAD PLAN FOR \ LOT 4 5.33 FFE �./ iiIN T # 202200o 1747&zo2z 0001750 \ �� AT ENDS& ALONG PERIMETER.5\ - -. 44867G - 41ROAD, DRAINAGE, &UTILITY PROFILES�cl � �FABRIC TO OVERLAP A MIN. OF 9" _ 48 ' '��(L=10,W1=6', W2=6', D=18" MIN.) �ti .�/.- -o \. v 4 .g8INSZL AND DRAINAGE CALCULATIONS.PROOSEDDOT4. AI RPRALINED OWNSTREAM OUTLEk . lk V z LO B 91,E PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER / A SEE VSMP PLAN FOR OUTFACE I A 4VARIABLE WIDTH PUBLIC > Yogi �� 2 / . k w�FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM \ DESIGN INFORMATION k �,1 �: DRAINAGE EASEMENT 64 o / ��a / /k E� �` 1 / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE (WP020200004) "�. -I �' x T. #,? 02200001747 i _ / o \ X ° y -- ,• " , '/ / / / /TRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE - - - ! / / / v j ". v� �� oo / 6. GA ��v y // / i 1 // / / /k /k CULVERT AND21'WIDE TTHEE�uD.STON THICKNESS=18'.' ..'. -�. -I �r �. R�.- bk o 44 3 / / -k. % 'k / / / / / / k . I I k k �. \ �a / y v �C; 63 �C S o� ti - 446.67 E r �� �,' / k k F- / / w -436.6 �r /k/ // < f / / / / � / / / � / � � �( � �\ � � •' f 9 ..�". •,. ✓ � �t1` _•:'' ' .. �, % ' 33FFE/ _ OT � / /� / /�k// � k k p �. -k /v _:° /, _G. _•'sx j �,, off.. / -... �.`v / �- _ ; .k. _ k j'. p VARIABLE WIDTH BLICS�Nk j A o A '. / x5 43 't5zll / / / . / k. / / k k < c7 A 2 ti6 �4 / / /// / k k �k� / z s F�..o FOREST &OPEN SPACE�,SEMENI� k/ G '�F.. G � a. �� ../ � R < � � / � � / " / � / / k. / . /E � � �. / " k � . � z w p INST. #:izozzoo 1 k V a F << 6 6zA c� 43:67 GA / / k % k .. / k _ ; 4 7�n7,. k / LOT 5 >:<" ' 7°/6 AO FF" _ LOT- 4y.. / / /k-.� k / /. /. -f - k / �.. 62../ .-. - MT �- �/" /. k � -�-� k!��` � ? k $5 / 433. 8 44 / k I k \ N \ r 6z6 , �7� /k /k / k / /k k k x L,, O PROPERTY BOUNDARY (TYP.) / / kI k v o.o0 43.0o GA i i / / /. / k "44033 FF \ xo°\\ / / 4 .33 FF C / /" / / 0 �3 z / / 1 k ) ) / % 0. 165 a�X:�. y� s / 433 1 T OT , j k/ / % DRAINAGE DESCRIPTIONS Z Z z "/, E. _ k _ �. . " M /N / / _ _-\ LOT..i _ _ 43 3 j� ._.._so. \_ vep v �` / - - _I�&5 10' PRIVATE DRAINAGE EASEMENT ✓k- / . /./ PIPE INFORMATION INLET INFORMATION O J r z O ��/ - / - v'" / k / - - - / %` ]�'' / $ 55 �''' GAR j-_-,- I f.#'z 1 7& /- �- STR.NO. DIA. LENGTH* SLOPE INVERT INVERT Curb SLOT RIM F ¢ z z k 1. "l` VARIABLE WIDTH PRIVATE 4 GAR o \ ° °° 4k334 - k MATERIAL INLET TYPE d O a DRAINAGE EASEMENT 439 �7 FFE 2.6 F / L \ zo 75 jk / / (in. ft. \' . '\ 43 7 '" / - �/ % / 56 MH CG-6 L - ELEVATION - On ca o O z2 0 47 4 65 BSMT / C si _ . 46 / /F. / / k / (%) Z w _j Z cJ ( ) IN OUT LENGTH / / // / // // / / / / / / �,' I &. / k • / k / // 7 L O T /o 4 / "� / / �. / / 55 24 118.47 1.04 /0 429.83 428.60 RCP ROPOSED 8' HDPE ROOF DRAIN SYSTEMT 54B DI-3B CG 6 8 437.50 Z ¢ < w x 3 , k / / / " -/<' 54A 24 41.49 1.01 /0 428.50 428.08 RCP u H m 8.6 R / o ayxo 47, / � / / ik// . / y` /.yk / FBI z a o 3 ' �, /.k /k �k �k � ' / / / / / / 439.o FF _ r •Q o \\ / .. \ / // S� 53 24 52.04 1.75% 426.33 425.42 RCP MH CG-6 435.17 � '" w Q z l,2.g8BSM �, V �/ ���/ k // /! /k-/ _ H d g k / / LOT 546 '� / A / / ,HA"El y"'D"',�1BLI 5 �/ // y- k/ 52 DI.9B CG-6 8 431.42 O / i / F REST& EN P SEMI NT k / ul O w $2 /0 /, */ ROPOSED DRAINAGE SYSTEM (TYPJ / Y� / / T. # oiP� 4� / k 51 24 49.17 2.54% 423.00 421.75 RCP > > z PROPOSED 8" HDPE ROOF DRAIN SYSTE 436.67 AR \ �p / / °� v \ / / . / % �/ / / 50 MH CG-6 428.00 � w Q 437 "FFE _ %00 /. ,_.� A y i /� / - / / �/. �.k/ / k 49 24 84.18 2.38% 418.67 416.67 RCP Z 42 SBSMT .0 \ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES LOT / ti.;. / i /' . \ f'x \ / 48 MH CG-6 - 422.50 p of /, k EXISTING STREAM _ / 54q ,' / \ \ ro \\ / HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW 47 24 29.64 1.69% 415.00 414.50 RCP ul jk k ` / / T $1 TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS io & 11 < �k / / L/ /!� 2y 43467 AR 436 / 1°/ \ \ / / 9, , 46 DI-3B CG 6 10 421.08 g � / / .STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF k k / k / "/ y \ / 435 o FFE _ FP°p \ / / THE COUNTY ENGINEER AS PERMITTED UNDER SECTION O. b h 45 24 85.53 1.93% 413.00 411.35 RCP a BSMT 54 \ 3 7 4O L" 4 // ! k /k 446 DI-3B CG-6 6 419.67 Z 44A 24 100.81 1.14% 411.25 410.10 RCP u_ ta /PROPOSED 8" HDPE ROOF DRAIN SYSTEM o xh LOT \ \ /' k 44 DI-3C CG-6 8 417.83 �• " y� y� 40'•oo.GA ,5$ \ / x0 / � � - i,// 43 24 145.11 4.13% 410.00 404.00 RCP N N CN rNi / k 42 DI-3B CG 6 8 409.75 N S / X \/ 53 �8.33 FF i o �, \�/ / . k / cq F o 10' PRIVATE DRAINAGE EASEMENT-_ / / $O �/ / / / k' / k �k 41 24 123.03 2.84% 396.00 392.50 RCPCN 7 7 �,' /k �Y �� /� 43 33 /o D /LOTo / k k / ` M INS #: Oz o0pp01 ,`4 �y R 54 .f / / k k 40B DI-1 CG 6 399.00 rozooro175& k / / k o a N a LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES " / / " f f JJJ ` / k k r k _ k 40A 24 107.20 3.73/0 390.00 386.00 RCP 22.65 BSMT • � Ci / k / / k / HAVE BEEN DETERMINED TO BE LESS THAN z % BASED ON NEW k / k k / / a L T / / 6 oo GA 40 DI-1 CG G 396.00 5 1E. / 84// 6 3 TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9,1o, & 11 / 7 �9 ° oo ! 43633 FFE / ® Hai/ / k / k k / k / 39 24 170.13 3.62/0 379.75 373.60 RCP /STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF � k k� `" 'y �30. GAR ro� /-` ��ti ' / O^r' / / / k k / 38 MH CG 6 380.00 k oa % /430 7 FFE LOT / 9 �C / k k k o THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h /. / 2 BSMT 51 `� v /k k �k I / /k 37 24 163.39 3.37/0 373.50 368.00 RCP / �� k - F �• . / 4 34.67 GAR 60 35.00 FFE PROPOSED 8" HDPE ROOF DRAIN SYSTEM4 7$ k 40D Dh9C CG-6 8 405.33 k % / la k , / 8.33GAR ✓ /!11 / l k / k j k f / L9 7- 10' PRIVATE DRAINAGE EASEMENT 50 j / k / / k / 40C 15 70.20 7.59% 399.33 394.00 RCP ti 8.67 / 7 IN zob00 47 & 1 5 B5 o 43 7 61 / ` // // / �/. / / // / j / II/k ® L 54 LOT 4 xco z ooFFE �� \ \ k k /" � 0 433. / / /i / / / ��.�. k� .� 77 �� �® N i k / / k 44D DI�B CG-6 6 418.33 e k k z. 3 GAR;. -� /k - I / j kl I k I / 4 10' PRIVATE DRAINAGE EASEMENT /- . / I k / / k \ \ k I Ir / / / / 44C 15 42.44 1.18% ....33 410.83 RCP k 4 .67FFE / jLOT ST :z"z i77& / /`/ /�/// , \ 1 ,EXISTING PRESERVED yy / oB M STEEP SLOPES (TYPJ 1' k / I I 4 •65 BSMT ��� 5 \\ oz o75 / / /k LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / 1 Ik / LC�T / cz _ 62 / / /�. �' / - k . / ./HAVE BEEN DETERMINED TO BE LESS THAN z5%BASED ON NEW / e �k k y k W / a13 33 76 g°t 49 vP„ \ // , E .� % k TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9,1o, & 11 k/ / 48B DI-3B CG-6 8 422.42 r 42 .33 GAR \Q �� 7/o Y / /" /. // k STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF / 48A 15 41.24 0.82% 415.67 415.33 RCP 4.6/7 FFE xo° OU� ' ` \ // / /k// k /THE COUNTY ENGINEER, -AS PERMITTED UNDER SECTION 30.7.4(b)h / k /� CV k YD_7D 6 BSMT ,� _ Y� / I � V l k / / \y\ 4 S ° 9 4z9 33F / 4 / / / r / k k / �/ s yy/° /7% ` r /. k j k/ / /k//Y/ DRAINAGE DESCRIPTIONS 50B DI-3B CG-s 8 428.25 N J LQ ryL' 4 _ --`P /. LOT ;430 /. / k . / / / /- /k I PIPE INFORMATION INLET INFORMATION 50A 15 41.21 1.21% 421.50 421.00 RCP k k k k k F' // 83 \ 4z7.67 GAR 6 / / / k / /1/k Q k 3 / / / / / / / k - 1 STR. NO. DIA. LENGTH* SLOPE INVERT INVERT Curb SLOT RIM y /� (J k. / k L I. P _-/ -/k MATERIAL INLETNPE Q NA IABL WID H IC SW I (in.) (ft.) (%) IN OUT Type LENGTH ELEVATION z k LIMITS OFGREENWAY / / 4z .5q ° / k 10 DI-3B CG 6 12 443.33 54D DI-3B CG-6 8 435.42 Ik 5 ° / Fi(kT EST O/PENSPACEEASEMFNT e k PARCEL /� 2.83FF �yti 48A / / INST. zo2zg600i / HL "k- "' - I k" D.B. 551z, PG. 28212.81 BSMT 46 O' 48B LOT/ / / / 7 /,! �- // 9 15 205.54 0.52% 439.58 438.52 RCP 54C 15 41.56 1.20% 428.50 428.00 RCP J z LOT 8°... Iryoxh'_ * ,. 4z6 0o FF R 64 / / / /% / /k / / f / '//. �1 k 8 ° DI-36 CG-6 14 453.33 - C _ ! /-� / /k k /�/ / k 7 15 176.70 0.51 /0 438.42 437.52 RCP J 1 74 / / % / 0 67 15 45.54 2.70 /0 438.00 436.77 RCP DI-3C CG-6 8 444.00 ` / � T� / ✓ � k/ . ./ / k 6 MH CG-6 461.33 � T� k / 4 LOT./. LIMITS OF GREENWAY k 5 24 171.74 0.77/0 437.42 436.10 RCP ° w PROPOSED 8" HDPE ROOF/YARD DRAIN SYSTEM �' 4 z.17FFE / 70/� /j k / PARCEL / /. / 4 MH CG-6 454.83 66 DI-3B CG-6 10 443.50 w r� k / LOT 12.15 BSMT 65 i / / E/ /D.B. 12 PG. z8z / k/ o ' 8°//� - . `� 4� 67GA / k/ SS k �/k -/ k 3 24 114.67 1.01% 436.00 434.85 RCP 65 15 52.04 0.61/0 436.67 436.35 RCP _.j( Q 7 $ P 0 5�/0 - 42 :60 FF / "� i / �k / / , /� / /�k j . / " k - / � / 2 MH CG-6 444.00 64 DI.3B CG-6 8 441.50 O �, 6 z z .1 GAR �k ° 4 1. oFFE / 45 �~ ? LOT 1o'PRIVATEDRAIN AGEEASEMENT E/ /k// - �/. / k 1 24 62.87 1.19% 434.75 434.00 RCP 63 15 63.77 1.96/0 436.25 435.00 RCPL9 J Q 1.4 5 422.33 GA j4lkT /z0z2�0600W478✓ k k e k / / 62 41M6/422.67 FF 66 /z0^�0o/ ..0 ..DIti'C CG-6 6 439.92 RCP Q LOT Y /k / / k / /� k/ // �1 /k I k / F/ / k 16B DI-36 CG-6 8 465.17 I k �. �1o' PRIVATE DRAINAGE EASEMENT o ]2 I / / / /k / k /k / / k k r ° C) O� - .e I 1j, 4 .50GAR /T / /,�� /" //% "�/ �k/ _�-kT ',,\ 16A 15 27.66 1.16/0 458.50 458.18 RCP INST. #: 202200001747 k� �. k 0I83 FFE / / /� // /k / �/ �/ /�� . ./� . k / ` I 16 DI-3B CGS 6 465.17 202200001754 + \ 62B DI�B CG-6 8 440.00 r XD-7C 4 181 BSM B - 67 / ® / / - - k �. I k� 0 62A 15 27.86 1.44% 433.00 432.60 RCP 4%/ 44 "- / / /, / k/ �. " %. E // k / k - �. k 15 15 67.59 1.06 /0 458.08 457.33 RCP Y z LOT xh ROPOSED 8" HDPE ROOF DRAIN SYSTEM �� / / k . / k k - w Q ✓ i \ �%� � /� E 14 MH CG-6 464.17 ~ 71 '7 2 , Ny v� -� / ' / / /�/ / k/� /, , z -- � . / / � ./k k � �. - k "/ ' 12 24 121.62 0.53% 447.50 446.85 RCP DI CG-6 6 462.00 k - f `>• "�. - k 11 983 GAR �. / k / / / �j k / / / - EXISTING PRESERVED / ,. 70 DI-3B CG-6 12 444.58 i " ARh4IBL TH FUBPC I - I 1 2o:17.FFE / ` / /�-/ f �k� _ - �/ �� �. "_ / "STEEP SLOPES (TYPJ 11 24 29.15 0.58% 446.75 446.58 RCP 69 15 45.86 0.55% 440.25 440.00 RCP U 1 I I r+4A /� - OR�T PEN�PA�EEAS�E T / I1 41 5B5 J / Ul k/ I-INST.#: 00017 .�k. "Ik Ik1� I .20 / .. ao mil/ / k/k/ ////�/- F k 4'_1 / e -.e . O �k k l /.. / /k % �� k k 12B DI-3B CG-6 6 461.92 78B DI-3B CG-6 12 448.83 w J k / / - / k / ` " ' - / I II " N - - - - - /' - / //'Ilk�_ ".� 12A 15 27.75 1.51 % 454.75 454.33 RCP 78A 15 55.98 0.57% 441.50 441.18 RCP 1$ / 44D / /�%/ /EXISTINGSEAM k/ �. /- k 78 DI-36 CG6 12 448.75 w _ kEH20 ..DI-36 7577 2145 219671..2353 01..9544%/441.08 435.43 RRCCP k26 DI-3B CG-6 6 456.83 76 P DI3B CG-6 12 440.58 UN�) k /75 18 131.63 0.87% 435.33 434.18 RCP/k 2w0 44C < 25 15 51.10 0.78% 450.50 450.10 RCP � GAR 24 DI-3C CG-6 8 456.00 74 DI-3B CG-6 6 k/ I7FFE t"k 3 8 59.00.95% 44.08 433.52 RCP mi W // .. 9.522 DI-3-6 72 DI-3C CG-6 6 440.33 EI Ik11 I OT O��k 21 18 89.05 0.55/449.42 448.93 RCP 71 18 72.56 1.02% 433.42 432.68 RCP 0 CG-6 8 458.75 60 MH CG-6 440.25 Q 4 / j/k F130.40 0.55% 448.83 448.10 RCP 59 18 131.32 1.00% 432.58 431.27 RCP ( FFE4�o / �//4 / 4�7 � k 18 DI-3B CGS 6 463.75 58B DI-3C CG-6 6 439.08 O LOT 10. BSM v k k 17 24 66.81 0.60% 448.00 447.60 RCP 58A 24 39.66 0.61/431.17 430.93 RCP 58 I ------A/ / � � ,: O k 69 STING WETLANDS (TP.)k 4 017 FE 43 y/ I� NIDTH PUBLIC SWM ------ ------ F OH2-�L/Ly.+LL�/�1J RE T k0PEN SPACE EASEMEfy� k k , / k K • k- / k 20B DI-3B CG-6 8 458.75 INS T/# ��z000 i7,47 //k �E �,' k k Ic LOT / '// /y // / k / / . / - / /- k -� ' k / / / 20A 15 33.90 1.24% 452.17 451.75 RCP F / _,/ ! / k 76B DI-3B CG-6 12 443.00 PROPOSED 12" HDPE ROOF/YARD DRAIN SYSTEM o\ \ 1 ($ / / AI A k. / E k/ / / // k F k k � // / / ° PROPOSED DRAINAGE SYSTEM (TYP.)`/ - - // k 76A 15 69.95 0.81 /0 436.00 435.43 RCP /k� /k k k i /j� / 30B DI-3B CG 6 10 447.42 10'_PRIVATE DRAINAGE EASEMENT- \ / /- / /k'%� ".� PROPERTY BOUNDARY (TYPJ - L</' y 30A 15 28.15 0.53% 440.58 440.43 RCP \, \ ® / k / k /, 30 DI-3B CG-6 8 447.42 80B DI-3B CG-6 6 440.58 02200 00174 7&�\� - ,/ k//k/. /� "/' / / �! -k /' k" / k .- j� k 29 15 156.27 0.52% 440.33 439.52 RCP 80A 15 50.86 1.28% 434.58 433.93 RCP �zzo0od71754 ®/ VARIABLE WIDTH PUBLIC k / k ��°E�P�� sC / /3- 27 -.k 28 DI-36 CG-6 8 454.83 80 DI-3C CG-6 6 440.33 DRAINAGE EASEMENT/ o 0//INS.# azzoogqool 47R1 15 181.70 0.51/0 439.42 438.50 RCP 79 15 55.75 0.56/0 433.83 433.52 RCP - -/ k . �/ /, i G� ' / // k . k . / k / 28A 15 27.72 1.19 /0 448.00 447.67 RCP 80C 15 42.04 1.59 /0 436.00 435.33 RCP w a � JOB NO. 182150 SCALE 1"=30' SHEET NO. 10 / PROPOSED LAT VDOT CLASS A OAI(SE AGGREGAT9 OUTLET/ // F PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT. -,� FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" PROPOSED VDOT STD. CLASS Ai RIPRAP OUTFALL I L=10', W1=6' W2=6', D=18" MIN.) w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT WALL_,,-'�L=16, W1=7.5', Wz=i8.5', D=i.5' MIN.) VARIABLE WIDTH PUBLIC _ I / / 6�) - SWM FACILITY AND I / pDEE VSMP PLAN FOR OUTFACE ACCESS EASEMENT I DESIGN INFORMATION e I I I INST.'#:zozz0000i747& 202200001749 I �1 — 7 \ \ HE A E 06 VD. --w — FUTUR R EXTENSION-tA5Hyy0D� , w —� 77`PLTBLI/ — CIF� — — — — / _ cJ1Lu NOTE: PROPOSED SLOPES STEEPER THAN / 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY \ \ \ \ \ \ \ \ — =ERNST CONSERVATION SEEDS AT A RATE E k kt. 1 / OF 6o LBS PER ACRE_, OR i LB PER i,000 SF. Z _ e \ 7 ,,. J _ ) STEEP SLOPES I =DON NEW XISTING STREAM T / / / �_�— )CKS 9, io, & i1 OJOQ SATISFACTION OF — f ION 30.7.4(b)h \ E\ /� / / / / / — — — — — —_��� / / 4L�fEE G / 11 / / / / �� _ I I / I I - I/ I / I I I / I � / I NOTE: SEE SUB202000082 - BROOKHILL BLOCKS g, io, & ii ROAD PLAN FOR ROAD, DRAINAGE, & UTILITY PROFILES AND DRAINAGE CALCULATIONS. PROP S D DO CL. AI RI RAP LIN D UPST EAM ENERGY DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM I / OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE I / STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY J/ DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE / CULVE T AND 1$' WILD A THE ND. S ONE THICKNESS-18" PRO�O�ED VDOT STD CONCRE�E HEADWA L WITH 45° WIN G,(WALLLSS J /I / I / --40' NUBL IC DRAINAGE EASEMENT // PROPOSED CULVERT- SEE SUB202000082 8oD / I iOSHAL PROPOSED BE SLOPES WITH NATIVE STEEP / �/ / / BROOKHILL BLOCKS 9, io, AND 11 ROAD PLAN' x o 3 / / I FOR DESIGN INFORMATION 6xo — — — — � SLOPE MIX WITH ANNUAL RYEGRASS BY ' ��' � � � - ��$v' � w �' „m ERNST CONSERVATION SEEDS ATARATE i 8oC f \ _I I — I OF 6o LBS PER ACRE, OR LB PER 1,000 SIF \ 1 --- ) / > / \ 8oB 8o �J ■ 8oA I - 78B40. _. - ! 76 B 440 / I S 39+z5 5 � ', � 4 +50 1 40+00 78A EXISTING iN -. EXISTINGp HER AVENUE II 4o+So w—mow -- _ � w _._�_ �� 44+op \ ,� UBLIC 1 — I —w w r 93' WIDTH R/(,RV AD 41+0o w w�w \ W �— 41+50 � — 43+50 72 — I 4z+oo 4z+5o 43+00 �� \—rpRCHER_;gVENIlE —I- \ ,, ' 44 VAR. WIDTH PUBLIC TR T 75 Lk 404 - GRAPHIC SCALE — — — — — _ _ s / 30 0 i5 30 60 454 434p2 / Fa — \ �� \ V A A PROP SE D VID /CONCRETE IN FEET \ HEADWA L WITH 450 WING WALLS �10 / I `'• � ) \ \ PROPOSED DRAINAGE SYSTE � � � ; 1 inch = 30 ft. PCOARSE AGGREGATE ATTE OUTLET \ \ I I VAR. WIDTH PUBLIC—�-� __ 401 �. PROTECTION w/ GEOTEXTILE FILTER \ NOTE: PROPOSED SLOPES STEEPER THAN / (DRAINAGE EASEMENT oo a FABRIC UNDERLAYMENT. FABRIC TO 3:1 SHALL BE PLANTED WITH NATIVE STEEP INST. # zoZzgoogi7r7 & 202200001750 \ \ /4 1 4-,BE KEYED INTO EX. GROUND 9" MIN. 1 SLOPE MIX WITH ANNUAL RYEGRASS BY / / / / / / / \' o AT ENDS & ALONG PERIMETER. ERNST CONSERVATION SEEDS AT A RATE / / / PROPOSED VDOT CL AI RIPRAP LINED DOWNSTREAM OUTLET / ' ' o- I ( 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 i LB PER i,000 SF. / _ / / // OF 9" ENDS II 9" AT THEAND ALONG THE PERIMETER, AND THE FAM� / VSMP S : MP PLAN FOR OUTFALL� /STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERG I E / DISSIPATER DIMENSIONS: 16' LONG 15' WIDE AT THE ESIGN INFORMATION - -I / / � / CULVER A D 21' WIDE AT, THE TONE THICKNESS=18" Z � � E (WP020200004) Lic. No. 035791 4/26/22 ¢�'41 w L f L o ` U Z O J V/ �Ca O c U w Z O J Q L L O O < w F Z ED c Q w w d L > LU w L tII� c y + N N N N N N ~ N O M t\D a i 4 Lu z i cv \' 0') J N CL ® M � W 1 N ~ C: Cn N J Il > z H� wLL J J > 1--1 d Lu Lu ur O z Q C) Q� z 1--� C) d rn 6S w 1 V • V Y z U) ~" ulU) O zL W � J Lu L ram•^, O V O ® N u w J ti F w w a uu) JOB NO. 182150 SCALE 111=30' SHEET NO. 11 0 6 �,TH OF�� YD-76 \ \�\ 69 19.83 GAR�tt7TJ (PU �I� / / e k E 4 o.i7 FFE / °' 43 /. / 1j I �e �. t� /� / � , RY 5 / EST'&,' Epl SPACR 1 SFiNIEt� 4 B / / / \� Pd e `INST.%# z zz oo 27X7 / E SCOTT R. LLINS'Z UU Lic. No. 035791,E LOT / j / �/ /! \� �/ . � / / / //� / / � � .0 4 ter, 4/26/22 w k PROPOSED 12" HD_ PE ROOF/YARD DRAIN SYSTEM \ 68 / �/ • �/ / i / / / r v 1 34 ROPOSED DRAINAGE SYSTEM (TYP )`/ / / �� Gti SIGNAL V, / / N z w / / / / / % / E io' PRIVATE DRAINAGE EASEMENT / / r /�/ k /k l� v `k./ // ��/ // #: ozzoogoi747&\ \ - / . .• f f / % F/ /✓ / E k l k / 202200091754 \ - ./ /` / / VARIABLE WIDTH PUBLIC k E k I I /J k �. DRAINAGEEASEMENT / 2/ jz k / 0 0 470 / \ f O 1 z F �F \` ��zo 0� � k k H / I I YD I / I/� !�I I� CU7 Lu k VARIABLE WITH B C SWM k �' . kZ \ / / .E 4F9REs &0 E E/�SgME� k / I � � TCFi1NE - SEE S��E� 10� k k / k k / v� z Z U I S_R # 2oz o0 7/ k i k/ \ ) \ 1 k 74�Z / k YD7}, //k / / E / / / / F f w O k. 33 \ k ( /�./ k. / �/ .. k k o o /\ �/ / //. k / k1 / / Z w z D w a z �, w / k.-.IE 'I..�li� F = �. k / / .., Ln z w a fir. Q \1� t k v 1 \ e / k / , �" 4oA N / v / /` k k \ E O / Vl w LU � w v) z g 1 i THPUBLIC M k I \ 1 \ I 1 \ E o / / . / \ / FOPPEN SPA(FiE $PM€N1� E /Lu 0 40533 / 4op /// k �`� �� /k r/ 1 / H W d o w (az7 \ // (z7 z INOTE: PROPOSED SLOPES STEEPER THAN / o k' k\ ., ` / ' I 3:2 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY / / �� �39 ter/ / / , k / ERNST CONSERVATION SEEDS AT A RATE k \ "' \ VARIABLE WIDTH / / k / k k 'I` OF 6o LBS PER ACRE, OR 1 LB PER i,000 SF.; / \ \ PUBLIC DRAINAGE EASEMENT k/ \ k 202209601 tee!/ / k/ F/ j� . \lk k / Cj N N N k�I I\� / / ,/ / /� / 'k/ / / N CD \ N CD N m N ��J /� I -\ k k / PARKAREA k.l < / N N \� / / s' k / / _/ k .:= k 1 k k k k� '` v< ; k. / - k k %/ k k k k k_ I i k/ EXISTING STREAX. Kk/ k /� k.. VARIABLE WIDTH LIB IC S M_ E I kl k/ / k J FOREST & OPEN SPACE EA MINT 39 9 k/ / k I INST. #: zoaz¢000 747 k _ / \ k I k / L -1 =- j l/ k / k k .k -. �. / s C'7 k41� k":';. /A k/�i k./. /k fk _.Qti� .'''//k /�. %,k.// k/ / / / / I I CL CL VARIABLE WIDTH II r.., :" /k/ .� �/ F /. .k / PUBLIC DRAINAGE EASEMENT k J l INST.k#: zozzd0 o.747k v, k / \ l / CM W /k/ yky NOTE: SEE SUBzoz00008z - BROOKHILL BLOCKS 9, so, & 11 ROAD PLAN FOR ROAD DRAINAGE & UTILITY PROFILES AND DRAINAGE CALCULATIONS. C N I Ik I B (\ N J Ifl k k k/ �\ k I k \k� k .�k - kk - k / � XIS/`/ ��. � kl Q i Wk TING lo-YEAR FLOODPLRtN (T P.) � k/ /I � �k/ � k E , kj�f / / //- J L Z k k k/ •\ ""':/k../k \,F\ k \ik l.k k //d` I \I k k F .. _ �/•. / ko��tiy� k F Ik \ /" / / / Lu r_ r� LU �; k �'I /k 37' ROPOSED DRAINAGE SYST� (TYv.) k/ \ / k k k \k / , k / k/ k k / k k / k/ k / / k / / / k I / / / 1 \ r ~ z_ \ O k I `I k 368 - / la' l l / V41�. -.k.l /k k k I k/- k. / /k \\ /k k k I / / J Q Cy k �k l k I VARIABLE WIDTH k \ k Co,FJ PUBLIC DRAINAGE EASEMENT/, . // / I I / k / e \Yo. kl \ U O 0 O� k .\ ' u k k iris T.#:2o 0007 k ® 10220ooa75o / k \ t� \- 1 . I k , F l I �b / ) � M O ..,i.�/ � E � // k „ k / / `v � k j —k t �' VARIIABLEAMIDT U C W /l /. k /� I I I I I I 1 / kFOREST &OPENSP CEE T k�'' \� k t k Y LLB - 0 tk I /� k s�� 1 k k k k/INST.#:kz zoo0o � `� 1 k 1 /k I k k k �k ( k\\ k tt t e k kt � � J ( I 1 / E ��-/k ` y k k k k k ` / k I \ � ( , v Q ,�n ... 1/ . k -k, .'t t e t t k l I� go I. k k\ k k k k/ _ k <__ I k k I O k k O / k \ Cp \l / F k E k \ k (n - O V k k k 1 �O k/ k I k \ k k F kk\ k kk, k N k k k y� / \\ Lu M LJJ k /`-k/< kkFk k XISTING loo-YEAR FLOODPLAIN k k /k k l / A 4 . k - -- — --k/. v. _ / / l \ A k k // PROPOSED VDOT STD. ES-1 & RIPRAP— k ° k CHANNEL OUTFALL - SEE VSMP PLAN — / FOR OUTFALL DESIGN INFORMATIONk k I k/ — k A Lu O I(WPOzoz0000y) / // -_�k / k k / / _ E i i �(D O �- __ --- /��_ k k k PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL k k / \ \ \G_RAPHIC-SC-AfE w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT / k / / (L z4', W1-6', Wz=1z', D z.5' MIN.) / �� .GC \ 30 0 _15� 30 /60 �/ l �/� — — — — — — G 0 a ~ m / / - .62— 'k k k k /� k lk / k / \ �� —�/ __— —�� (iN-FEET—)� // 1 inch = 30 f�t / — JOB NO. 182150 SCALE -_k _ / s. / ( ` \ / -_ _ — — — — �- — k N,S — — — ✓ k \ II .k. k F / - —' - -- k -, / \ \ `�' _ k, O �-------------- —. — — — _ _ _ -_ --- - -- -- SHEET NO. 12 OR 2. CA W-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING. CG-12 A WORMLIC CEMENT SO(DEPTH IN INCHES, AREA IN SQUARE YMDSI EW&K T CURB WHEN REQUIRED HCG-2 OR CO-3 IN LINEAR FEETI •OG G PERMSySE R GENERAL NOTES DETECTABLE wANxc SURFACE (AREA w souME rsRosl AcaxsTRucnox s'MN 1. THE DETECTIBLE WARNING SHALL BE PROWDED BY IWNGA}ED DOLES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD JOINT tqt MA% 273'4" MIN - 28�4" MAX RAIL HEIGHT BE SUMMI FOR EACH CURB CUT RAMP.�- 2. DETECTABLE WMIENG SHALL BE FROM ME MATEPoKS APPROVED LET FOR 12:1 MAx. 4, Mq DETECTABLE WARNING SUFACfS. PRODUCTS NOTE LISTED SMALL MEET DEWALK gpxp 12;1 MAN i -� N m THE RECKREMENTS OF THE SPECIAL PROVISION FOR M-12 DETECTABLE 40U MPX a B Pi'\ WARNING SURFACE AND SHKL BE SUBMITTED TO THE STANDARDS AND 412'�� M'UL to B'.3•• 6'.3" 3'-1Vi' 3' 1/" 3'-1V 3•.11V SPECIAL DESIGN SECTION FOR APPROVAL. \ L 1 SLOPING GOES OF CUM RAMP MAY RE POURED MONOLITHCILLY NTH RAMP A �- FLOOR OR BY MW PERMISSIBLE CONSTRUCTION JOINT NTH RED U BARS. �TTn WITH BUFFER STRIP 4. IF RAMP FLOOR 5 PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO 'L RAMP IN % THAT ADJCNING FLARED SIDES CM BE CAST IN PLACE AFTER PLACEMENT OF ED'+ MAY ) [SEE iA$EI rgNlyrN)H CUTTER PM SLOPEPRECAST NAY FLOOR. PRECAST CONCRETE SHKL BE CLASS A-4. TYPE A L/TO 1ST THROUGH R PAP LENGTHA"A"N /{MA'A' A'A 5. REOUIREO BAPS ME TO NJ.S % B" PLACED 1'CENTER i0 CENTER ALONG TRMGSLOPE M. I BOTH 9OE5 OF THE RAMP FLOW, MD -DEPTH OF RIJIP FLOOR. MHNLN PERPENDICULAR TO 2IX11XR000X RAP LENGTH GOTTEN PM MAXIMUM SLOPE 201 77t iN T CONCRETE COVER 1Ve. Vt B. ME I / UDED IN WTTFT POPE rBO/ CURBS N GUTTr TO c11R8 RNYS ,. IYvME MDUDD IN PAYMENT FOR CURB / cURB MD GUTTER. %No S'-O' YIN7. COB RAMPS ME TO BE LOCATED AS SHOWN ON TIE MANS OR AS DIRECTED SHAPE TO MATCH FACE WITHOUT BUFFER STRIP BY THE ENGINEER THEY NE TO BE PROVIDED AT INTERSECTIONS WHEREVER N4 OF ROADWAY Clx® AN ACCESyBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY BACK a CURB 4 11 GR-2 GR-2A CROSSES A COB REGARDLESS OF WHETHER SIDEWNI( IS EXISTING, PROPOSED. OR NWEXSTENT. THEr MusT BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 2Dn 18 ; EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT t6'-3" MST SPACING) U'-P/z" POST SPMINGI AS SHOWN ON PLANS OR J6 DRECTED BY THE ENONEER,MD SHOULD NOT TYPE B MAX DYNAMIC DEFLECTION - 3' MA% DYNAMIC DEFLECTION - 2• BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FINE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNCBSRAUCTED, STABLE, HURT AND SIP RESISTANT PATH CONNECTING KL F4N\ Ni�/ YodtMC "' WS. ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED FYAN�v'AN'Sy;in'tNN,^AI 4'v 2'MIN. AD USED BY PEDESTRIANS > 6JxK.Y�A�VJ\ >g+ Yl ,K'l1 SECTION A -A LARENc 40.11 K B. RAMPS MAY PE PULED A RID IT OR HE LIMITS SECTIONS SSWAKO THAT �1AY ZA,H�+ y ' +2'1 MAX ELCHE THE WHE OPENING IB PLACED WRxM THE LIMITS OF THE OPENING IS ALAI AND --�'- DETECTABLE WARNING WRFACE CONSTRUCTION cwe THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS T +2'+M ; JCDOINSTRYCTION PERPfEDILULM i0 THE CIINB. 51MI4I 'T"W` •J�� CROSSWALK `.O•) � r' T NOTES( B. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RADICNNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK s= GUARDRAIL LOCATIONS SHOWN ON PLAINS ME APPROXIMATE TRAFFIC, REFER TO STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY 4.ON p} :E , 2^ HIGHER }XM ONLY MO CM SE ADJUSTED DURING CONSTRUCTION F ND TRUCK TRAFFIC) FOR CONCRETE DEPTH. T AS DIRECTED MY THE ENGINEER. �L EDGE fF PAVETAENi SECTION B-B �6 D WHEN CURB RAYS NE USED N CONJUNCTION WITH A WAITED USE PATH \ AT x•3C SAME AS TOP OF CURB CON RETL DUN' TRIP GENERATION CALCULATIONS 1 `TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) 5 TOWNHOUSE UNITS (CODE 230) 1. /`,� ADT: 494 VPD (247 ENTER/ 247 EXIT) rI _ \,,AM PEAK: 37 VPH (6 ENTER/ 31 EXIT) R4\LNNE� PM PEAK: 44 VPH (zg ENTER/ 15 EXIT) �:. �- x OPMX GR-2A METHOD F OPTIOk CR-2A METHOD ONE DIRECTION FOR DETYLS OF PAST MO BLOGKWiS SEE SHEET N3. WWB. THE MINMJY NDTH SH2L SE THE WIDTH OF THE SHARED USE PATH. NOTES ONE DIRECTION WITH BUFFER STRIP LSNC TESTED RAIL usNc MDTIaxK TYPE C L FEE GENERAL NOTES On THE DETECTABLE wMxwc SURFACE. - / \ RNL ON BACK OF PORT It. WREN ONLY ONE CURB PIMP 6 PROVIDED FOR TWO CROSSINGS CdAGONALI, AFORSS DLTNLs OF RNL ELEMEnr, RNL SPLICE JDIxF AND WITHOUT BUFFER STRIP MSOCNTED XMDWNE SEE SHEET NOS. 501.01 MD 501.02. A a• x 4• ENDING AREA GHKL BE PROVIDED TO 4NEUVER A WKSGNNR PARALLEL It PERPENDICULAR SEE SHEET T D 5. z MEN NESTED RNL OR NDOTDNAL RNL 5 -J". CN BARN OF MST LAN THE CROSSWALK WITHOUT GOING INTO THE TRAVSWAY. THUS 4'x 4' 2. THE REQUIRED LENGTH OF A PARALLEL RAID 5 LIMITED i0 15 FEET, - BET ELEMENTS ME FURNISHED SHOP CURVED FOR RANI FOR OR-2A THE POST SPACING WILL BE 6'-3". NFL CA MCA W MAY CURB TRAPS THE WiTEH PAN. DUTIESREGARDLESSPAN OF THE SLOPE. TRONCATED DOME � BETWEEN 5 FEET AND 150 REST. 12. ALL CAPES WHERE COB RAMPS INTERSECT A RADIAL SECTION OF a 3. DUTIES PAR SHALL BE A MANAIN SLOPE O 2h1 AT THE PIMP OPENING. CURB AT ENIFACE S LL STREET FACTORY THE R ECFELD 'G -2'4. O-G G (.. NO BE WITH A SHALL BE SET W TH. 1]OST SHKL WINNING SERFAGE SHALL HAVE A FACTORY RADIUS OR BE FELO 4. OIIGONk PLACEMENT Is NOT PERMITTED. > I \ 'J NOT BE SET AL. A VARIATION OF MORE THIN '/j PER FOOT FROIA AND &I HE W-BEAM. &TIE UTS MO POSTS SMALL BE SET MO AL5NE0 HE SPECIFICATIONS. ALTERATION OR FORCE. AR PER SECTION 505 OF THIS 9PECIF1CAi10Ns A.L. GR 2 AND CR IN RNL 5SHALL BE MAINTAINED A A STANDD R-IN MIN - 2B6G" MA% M AEAWRED PER STANDARD CR-N5. ALL W-BEAM RAILS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE LPHI UP SA METHODS OF NESTING THE FAIL IIS DL E OF M ADDITIONAL RAL ON THE BACK OF THE POST FOR STANDARD OR-2A SHALL BE *PROVED BY THE ENGINEER PRIOR TO NSTKLATION. z L -HOOFED M BY RECOMMENDED THE MANUFACTURER TO MATCH O O 0 O TCH I , F THE BACK OF OMB. O O O O O O O O O O O O - J \ 0 0 0 0 0 0 0 0 0 0 0 0 0 & 7 Z LIMING RMi 00000 OO O 00 O 0000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 m� O O O O O O O O O O O O O O O x- x aMETER 0 0 0 0 0 O O 0 O O O O O 0 0 DETECTABLE WMNNG AT BILK OF WRB m -14" I IMMUNE FULL WIDTH OF RAIY FLOOR I SEE ROTE 12. AMETEK 1 PpY LMIIS *SUGGESTED MAXIMUM FLARE RATE DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING FOR SEW -RIGID BARKER SYSTEMS. INSTALLED ON A RADIUS DETAIL DETAIL TYPE B PARALLEL APPLICATION ROADWAY CRAPE IN PERCENT MINMUMNNR LENGTH IN FEET 4" COB 5" CURB 0 4 6 1 5 ] 2 5 a 3 6 B a 6 12 5 10 15 6 14 15 WOSSWALK f CRDSSWALN t A ✓' ' \ \\\ y � CCIETECONCRETE L CROSSWALK _- \ TWO DIRECTIONS SMALLER RADII DIRECTIONS NSLARGER ROM WITHOUT BUFFER STRIP TWO WITH BUFFER STRIP `VD= A COPY OF THE ORIGIN& SEALED AND GOIID EXPANDING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATOH REFERENCE XVDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERS"LE -,VDDT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE N THE CENI OFFICE. CG-12 DETECTABLE WARNING SURFACE SPECIFICATION MMF NGE \ BOND AND MME STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) NROHN OEPMTYENT OF TEMSPORTpiION ROAD AND MORE STANDARDS (GENERAL NOTES) NRdNIp DEPARTMENT OF TRANSPORTATION NEW AND MIWE STMDARw SHEET 3 OF S REVISION GATE TYPE B (PARALLEL) APPLICATION 04/18 VIRdNIp DEPARTMENT OF TRMSPORTA➢ON 20707 TRIP GENERATION _ ` --- tl 1 221 �'• D5 502 D5 sot 504 SHEET 1 OF 2 REVISION DATE DE/11 SHEET 1 OF 6 REWSDN GATE 07/15 501.04 20310 WIDTH O��I-'. 14 EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE T EXPANSION MINT - IANS10N JOINT EDGE OF PAR I I LIMITS O PEDESrPoM _ _ _ _#' LIMITS OF PEMSTRMII ® ® 2,1 AEI Fx g}PEE} /pppp/CX 501E SIIRFPLING AC ESS ROUTE - KFESS ROUTE (RMIIB TO BE AS p C M ONLINE ROADWAY (SEE NOTE 6) D UNPAVED SPACE NON-TRAVERSAILE OPpyED SPACE 910WN ONMANSO A T / (RADIUS TO BE AS RMVWTISHOWN ON PLANS) WIDTH �O T CLIMB AND BUFFER CG-0i USE[ NOTE ]I / 'FIN#- 9DWIL( l OT 2l ISFF NE 6• 6" 0 ft LIMITS OF PEOESTR DE SS ROUTE "-TRAvmM sLE -' CE53 ROUTE ,��� --- EXPAN JOINT U I FLOW UK RAW I E%PN@aN h JOINT PEDESTRIAN ACCESS ROUTE DETAILS WITH 4 AND; WITH •r r-OP. OR A4 M' MMNLHE ROADWAY WITHOUT UPAVED SPACE SHOWN ON TYPICAL SECTION. A - OF RIGHr-C£-WAr 5 REO EU F THE LIMITS 1,_3„ OF PROPOSE* ACEERS ROUTE ENTENO BEYOND E%SYNC PEARS +s• PLAN VIEW DR PROPOSED v5or RIGHT -OF w MNILRE ROADWAY SLOPE ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS .' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . 6'- . E. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 10•PMABGK CURVE 6% WS. EDGE OF SHOIADER OR D HALF PLAN n FACILITY BY THATRLDLCAN BE APPROACHED, ENTERED AND i. - XI >'. OPTIMAL FLOW LINE SOPS CHANGE M - - - - - p .......... MNHEHE ROADWAY ---- - - - - ---- W IF PEOESTNM ACCESS ROUTES ®ME BEING o e9 e9 eva 0X PROVIDED,A MIN" 4TRAVERSABLE WIDTH 15 SCOPE CHANCE - - D REQUIRED NTH A MAX. 21 CROSS SLOPE. SECTION B-B WHEN USED N ELSE WITH STANDARDD CC-3OR LG-].THE RB FACE ON TINS 2-p STANDARD IS . BE ADJUSTED TO MATCH 'I�--III 20-MH M FOR UNPAVED SIDEWALK SPACE PARABOLIC THE COUNTABLE COB CONFIGURATION. $'YIN. COWERCML ENTRANCE IS CURVE >. M CONSTRUCT GRAD CHNH£S NTH A PNUWWC CURVE. NORMAL GurTER ® ® ® x x , e- °.:. SECTION A - A j•n n'. c. '>. i- 6- >. 4.4• #O%I TO 10%CHANGE e^Oe.SYobbY4P 6•• AGGREGATE BlSE GLASS M N .E.S.)COME. SECTIONO C-C TYPE ISIZE 2B g•-D• _- 3'-0'• POINT OF GRADE CHANGE •"• M• Ybt IIX NAX. SLOPE aHEq$ A; j, •� 'X• '�' PER CURB MO WTT ER ONLY # IHESI� •M•,K '�. •�. •� - FOfl yDEWALK CURB MD CUTTER i Y 12 X MAOMUI INCREASE IN ROPE AT YINMJM D' NTERVKS . ee:e-e , BI CONCURRENTLY x x x 3 % MINIMUM DECREASE N SLOPE FOR FIRST DTERVK 'INAND SECTION A -A ASMN D 0 X MURMUR DECREE FOR SUCCEEDING MIN' NTERVKS SECTION C-C SECTION D-D �voo r SALE@E a i" SPEC I2E"„ METHOD OF TREATIEENT- ROAII AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER d SHEET I OF 1 REylslan Opre CONNECTION FOR STREET INTER. 502 soz AND COMMERCIAL ENTRAN 203OS 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATIOF GG-5 NOTES: I. THIS ITEM WAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AT F CAST N PLACE, 4000 1 IF PRECAST. 3. COMBINATION CURB Y BUFFER HAVING A RMM OF SSMALL BE MOFOR�AS MARL COMIMTIIIOF OLEOB1 COB M (BETTER. 4, FOR 115E WITH STABILMCO OPEN-ORAUD) DRAINAGE LAYER, THE BOTTOM OF THE CURB L GUTTER euu BE CIX6TRUCTED PMAIM TO THE MOPE GF BE GOOSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALOWABLE CRITERIA FOR THE USE OF CG-6 ARON 15 BED ROADWAY CLASSIFICATION AND DSGA SPEED M SHOWN N APPEMAX A OF R TIE ROAD DESURN MAMR& IN WE SECTION ON GS UrBAN STANDARDS. • D A YLT • D D D, D• D D D D_ _- D------� •1 Ot::7?tI; SUBBASE COURSES PROVIDED A MINIMUM OEPTX OF 7" 5 MNMANED. NOTES: 1. THIS ITEM NAY SE RADOM OR CAST IN MALE. 2. CONCRETE TO BE CLASS AJ F CAST IN MACE. 4000 PS IF PRECAST. 3 CAULONG FACE OE OWNER WILL OBE P� OR LESS RADIAL CURB. 4. THE DEPTH OF CUB MAY BE REDUCED M MUCH M W 05" COPPER) OR INCREASED AS MO N AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CORE WILL CaN WTH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRIDTME. OTXERNS ME DEPTH 0 TO BE 10" AS SHOWN, NO ADJU M E NT N THE PRICE aD IS TO BE MADE FOR A DECREASE OR AN INCREASE N GERM g, CO-2 IS TO BE USED O ROADWAYS MEETING THE WOLw MBE FOR CO-0 AS SHOWN N MREMDI% A OF THE VDOT ROM DESIGN MAAIAL, IN THE SECTION ON M URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED GENERAL CONSTRUCTION NOTES FOR STREETS = I'. GENERAL NOTES I I� L wHEx GU-W 5 usm FOR STREET cdxHEcnws HE CONNECTION OUST BE DESDNED IN ACCOROMCE WITH 1. CONS7RUC77ON INSPEC7ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. Pavement Design ANSI POLICY ND THE APPLICABLE REWIREMENTS OF THE VOOT RCN( DESIGN MIND&.INCLUDING SIGHT THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN DISTANCE REWREMENTS. ADVANCE OF THE START OF CONSTRUCTION. 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TMNNG REWFELENTB OF ANTICIPATED Ua ATED HEAVY TR( 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL Location TTIIFFIC, THE IDES O FOR 9ADISHDENI N COB RAPS THE OF THE RIB(BHOLLD BE HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE o 7". INCREASED TO ]". INCREASED 3. MEN USED IN COMJRCTON VAN STANDARD CO-3 SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED Amber Avenue OR CG-] STANDARD CURB FACE ON THIS STOARD 5 TO BETTEDD TO MATCH WE MGUNHMLE WIN D PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR CO APPROVAL. Eustis Avenue 4. SEE STANDARD CG-12 FOR COB PINY DESIGN TO BE MSED WITH THUS STANDARD. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN Koch Court 5. OPTIONAL MOWLIBE WAY REWIRE WA•YWG 6 A PaT OF GOTTEN To PREaamE PONMG OF WATER. EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED FiDra Lane TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. ENTRANCE NOTES 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL Flora Court 6. PLAB ARE TO INDICATE WHEN COMTINOTNN OF A FLOW BE FIELD VERIFIED AT THE 77ME OF CONSTRUCRON. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS THE BE Is DUIIEn To PROVIDE POGTNE DRNNME ACROSS TIE IS GCE. NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN J. MAW ME PAVEMENT SHALL BE CONSTRUCTED TO THE wW LINE (EXCEPT MY SURGRADE STABILIZATION GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE REWIRED FM MANLNE PAVEMENT WHICH CAN BE EMITTED N THE ENTRANCE.) FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. B. HMVL W5 OR COMBINATION WHO AND GUTTER 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO SNAIL NOT BE CONSTRIDTED BEYOND THE 1I LIE EXCEPT FOR REPLACEMENT PURPOSES. VDOT CG-9(A, B OR C). v. 'THET' E USTE No MAXIMUM ASLE EHE GRACE WAGE D• DE LSIED IN TIE UMUM E LE ENTRANCE GRADE 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO TABLE. HEC ONS AD VALUES AE T APRICABIE 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 RF= 1.0 ADT HCV Design ADT CBR SSV Dr Surface h a Intermediate h a Base b a Sub -base h a Dp 3851 2 3871 4 4 19.47 SM-9.5 1.5 2.25 IM-19.OA 1.5 1.67 BM-25 5 2.25 21A 5 0.6 20.13 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 4 9.36 SM-9.5 2 1.67 Wa BM-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 21 A 8 0.6 9.71 58 2 78 4 4 5.88 SM-9.5 2 1.67 Wa BM-25 1 1.6 21A 8 0.6 9.74 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE 0 U,,L-Y ADHERED TO. GRaAxDE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE ENIRMCE voLllllE DESIRABLEO W%IMIY FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS HIGH MORE TRIM 1NO UPo Ox sX SHALL BE NULL AND VOID. BEVELED UNITS 10 DM MEN Soo-lsao vvo ax M 6x sLess g, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ow LnNM wo vPo sax CONTROL DEVICES AND 774E ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND GXTRN..CVVNTNRH1F11G1NFo11=C. NOM ALLOWABLE ENTRANCE GRACE TABLE IS NOT PRDIBLE TO STREET CONNECTIONS MANUAL. TO WRHMIMCHESOFTWw GANLMKFADF 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 10"M"O - PROVIDE SAFE AND CONVENIENT ACCESS. AnchorLUM Di6mondW 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS x 'INFORCP,MENT CONNECTION - DETERMINED BY VDOT FOR PUBLIC ROADS. wx (NOT TO SCALE) .m m , 'CTIONS 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ES "0 2As wM ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 1 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS 774AT ARE DEEMED Tz\w 7 CG2 INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE 10'6-tt WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. Y NE Foft M NTMNG x GRAGA ROAD NOTES D _IC E1NPoP<FM ," FdM iILE(61PVATION VAR1FdJ r R GRADING r I 1. THE LATEST EDI77ON OF 774E ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA I DMr IFYACMD DEPARTMENT OF 7RANSPORTARON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS7RUCRON METHODS RAN""AR`X°D'J" . OF THIS PROJECT. 8 DERTNo«XCAVA"o.1C MFORO M T 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE L -NGTHOFAi6- ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY K17H SUITABLE MATERIAL TO THE SA77SFAC77ON 1 WM OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGET477ON SHALL BE CLEARED AND GRUBBED FOR 774E EN77RE EASEMENT. l BI EXCAVAU HIN 07HER TREES AND VEGETA 77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE x Ta ExCAVAT1oN ovERSIZMO WiL (SCALE: 3l2"-1'-0"1 '•"•"""VW991B"'. REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP NTH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR INHERE 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 WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS 07HERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF 7HE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR N PRIOR TO PLACING AGGREGATE BASE. EF° COMBINATION 6" CURB AND GUTTER ROM ND BRICKS STAND ADS REFERENCE STANDARD 6" CURB `- RD"0 "O H� 5TN0 �S 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE 1DB REW510N DATE SHEET I OF 1 TIES Bw WRc1NA DEPMTIENT OF TRAxsroRunaN 502 REVISION DATE SHEET 1 BE 1 YRaxA DPARTBEIR a TRAN�OItTATKN SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. zDlw 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 GALISO. 1D. . 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXlS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECT70N TO i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY ON SPECIFICATIONS. UOOT . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ( ) B FORE BEING C VE BEFORE BEING COVERED. 9. ENCROACHMENT. 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 THOSE 2. ALL MATERIALS AND CONSTRUCTION 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 TRANSPORTA770N MAY STANDARDS OF VDOT UNLESS 07HERMSE NOTED. PLACEMENT OF ROADBED BASE MATERIALS. BE LOCATED WITHIN 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 07HER v. AFINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED rick Pavers CONSTRUCTION. TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS /Polymeric Sand 1-2" Compacted 4. ALL SLOPES AND DlS1URBED AREAS ARE TO BE FER77LlZED, SEEDED, AND MULCHED.PLACED. etal Paverwe t Joints Dust Setting Bed RTN Edging P FSW 5. (ORIZONTAL: VERTICAL). HERE REASONABLY OBAINBLE, THE MAXIMUM ALLOWABLE SLOPE IS 2: 1HWOBTAINABLE, ) v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE (5' MIN.) 4" 21A Stone Base Course, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR • - • _" -•" 95% Compacted 4" CONC. 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 OF 3000 psi MIN. ompacted 4 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE PAVING COURSE AS SOON AS POSSIBLE. Subgrade NTRAFFIC NOTES: 7. ALL CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE DEV7CES. AS PART OF THE FINAL INSPECTION. \ WITH MANUFACTURER'S SPECIFICATIONS. 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 4" 27-A STONE BASE 2. DO NOT SCALE DRAWING. 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. CONCRETE SIDEWALK BR/CAL PAVER PLAZA DETAIL CONSTRUCTION INDUSTRY CFR PART 1926). GENERAL CONSTRUCTION NOTES • viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE NO SCALE NO SCALE ' 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 INSPEC77ONS AS OUTLINED IN THE USBC. 2" SM-9.5A EARTH, MULCH, 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON BASE COURSE, VDOT #21A SURFACE COURSE OR STONE DUST 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 OF NEXT UPSTREAM MANHOLESEWER, THE FIXTURES BE CTED BDRAIN, \��\�\//HORIZONTAL ING DRAIN ORLL B� ARBACKWAETER VALVE INSTALLED IN T74E BUILDING BRANCH OF THE BUILDLIC \\j\\\j\\\i\\% BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE W<\�7�77 � j\jjjjjjjjjj\jjTHE �\ :\\ ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL \\ \\ NOT DISCHARGE THROUGH A BACKWATER VALVE COMPACTED 61 NATURAL WIDE ENOUGH TO 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SUBGRADE 5' MIN. EARTH MARK TRAIL LOCATION 1 SIDEWALKS 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY CLASS A - TYPE 1 LOW -MAINTENANCE CLASS B - TYPE 1 PRIMITIVE PERFORMED IN ORDER TO APPLY FOR A DEMOL177ON PERMIT ASBESTOS REMOVAL PERMITS ARE REQUIRED PEDESTRIAN PATHWAY DETAIL NATURE TRAIL 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 NO SCALE AnchoT- Diamond® x TYPICAL BASE PREPA UON Wx (NMTOSCALE) "'Vz°'„"n'.•"` 0 Vl !y BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A ASPHALT PAVING - ROADS NO SCALE 31" (TYP.) SEE PAVEMENT CHART FOR DEPTH OF EACH PAVEMENTCOURSE TYPICAL STREET SECTION - PAR. KISOTH PUBLIC ROAD R/IP (AOOCH COURT & FLORA LANE) 26- MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED (NOT TO SCWLS) WITH BUMPOUTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. KIDTH PUBLIC ROAD Rl#' (FLOR-4 COURT) 20 MPH DESIGN SPEED NOTE PAKKING TO BE PROVIDED (NOT TO SCALE) WITH BUMPWTS ALONG RDADWAY. ,14•:i 6"WHITE I UNE SIPPING nuraun_, U4i 6"WHITELANE STRIPING PY tmaviI 36'FIC-PIC R,N,-:LrN TYPICAL STREET SECTION - 61' PUBLIC ROAD R/fY (EUSTIS APEMIE) NOTE: NO PARKING 25 MPH DESIGN SPEED ALWG ROADWAY (NOT TO SCWLE) 6 WHITE LANE INIGHEIGRADO 6 WHIP LANE - STRIPING TYPICAL STREET SECTION - PAR. #jrOTH PUBLIC ROAD R/TY (ARCHER APEMIE) 25 MPH DESIGN SPEED NOTE: PARKING TO BE PROMDED BETWEEN BIKE (MOT TO SCWLE) LANE AND CURB WITH BUMPOVTS ALONG ROADWAY. TYPICAL STREET SECTION - PAR. KIDTH PUBLIC ROAD RIF (ARCHER APEMIE w/ On-Steet Parking) 25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED BETWEEN DIKE SNOT TO SCWLE� LANE AND CURS MITI BUMPOUTS ALONG ROADWAY. i14':i I�X Lic. No. 035791,E 2/13/22 "Ai H Z W Z 2: LL 2 oS O U Z O HZ J z a 0 g U a DO W ZW 0 Ul of Z_ LO O J Ha-1 W LU Of a� H� LU H~+ Z Z DO Q 0 a W < EL LU 1 u CIE.LL ^� LY LU LU Z W Ce cD Of I� Of 0 z CL J HZ-1 IL. H H N N N 174 N 0 N O M m 7 N T z CID z cM J N � ® M LU O WN J WQ > L LL did \J_ > J LU TT -I V / I J JUT ° ozS LU Q O 0 z 06 U LU L LU LU V) z H Ul O J LU Z LU co J J H� J LLU _ J o O O C] N U W J r p w a ur) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 13 FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LINE LS RAPE RATE FLARE RATE JO 922E MAI 60 I4H ! 50 6 1T140 5 &I30 4 Tt 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 _ M _ —NOTE: PROPOSED SLOPES STEEPER THAN — M 3:�SHALL sE PLANTED WITH NATIVE STEEP — — — NOTE: 30' PORTION OF THE ROUTE 29 BUFFER MAY BE— \ SLOPE MIX WITH ANNUAL RYEGRASS BY m M DISTURBED FOR GRADING WITHIN THE DEVELOPMENT — �_ \ \ \ \ ERNST CONSERVATION SEEDS AT A RATE M �� m \ \ \ 1 \ LBS PER ACRE, OR 2 LB PER i,000 SF. M 0� M M AND SHALL BE REPLANTED WITH A MIXTURE OF \\\ \\\ — — — — — DECIDUOUS AND EVERGREEN SHRUBS AND TREES TO 70' UNDISTURBED BUFFER — — _ _ — — _ BE APPROVED BY THE DIRECTOR OF PLANNING. FEE ,i ROUTE E A ON GROult /\ m gTO SCREEN THE DEVELOPMENT. r � •• � � E, THIS SHEET. � PT (TYPJ � � � � - - SEE NOT � - J MV (TYP. Y 3 ESTED / UFFER /TYP.) go' PL NA TED/REFOREST////BUFFER / ASL(TYP.' o' PLANTED/REFOR / / / / �� / / ✓ / / S (TYP) / ASL (TYP.) NOTE. PROPOSED SLOPES STEEPER THAN r LL � .� IGS(TYP. MP (TYP.) S MV (TYP.) JV (TYP. �fERNST 3:1 SHALL BE PLANTED WITH NATIVE SLOPE CONSERVATION SEEDS IX WITH ANNUAL R A RATE P / P J _ JV (TYR \ \ �2Z4 /�/ / ? OS(TYP)// PT(TYPJ I PT(TYP.) fIrr — - -- d a OF 6o LBS PER ACRE, OR i LB PER i,000 SF. Lic. No. 035791 4/26/22 ¢�'41 / i N (TYP. N N N 5' LANDSCAPING & \ ) _ w ^� 0 0 0 -- MAINTENANCE ESN T -SR \ I F o N N N I I I .: N FUTURE PUBLIC GREENWAY TO BE / (io) 05 STREET TREES I I I LIMITS OF GREENWAY. _ � �� � � (ig)OS STREET TREES DEDICATED TO ALBEMARLE COUNTY o LOT , l -- ALONGKOCHSTREET - ALONG FLORA LANE AT TIME OF FINAL SUBDIVISION PLAT, , x _ 1 k "/ , o LOT 5 JV (TYP.) / y I PT (TYP.) _ r� PER PROFFER #2 OF ZMA2oz8000ii m LOT LOT LOT LOT o LOT 6 III III I I I LOT LOT LOT 11 10 �� LOT Z PROPOSED LANDSCAPE 18 C. sa 9 m 8 MAINTENANCE EASEMENT/ _ — 14 �3 � CC (TYP.) LOT JN TYP. MV (TYP.) ASL (TYP.) ��� / 4.. rPT(TYP.) niuri rTvo �— it1G0 (TYP.) ( ) ii A� 'i �Fi i i ��� <.� \., _ _ ../ �:.. H RAVENfUE n � M N 7 .+ N N 7 0 cyi z M Q °') J N � ® M selI W N O W N J W 111 Q Q >_ W J J � > T_1 z INS (TYP.) i /M PLAY / / / //// / / ` /�/ / / / 3' STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND io' MIN. FROM LU 4 GROUNDAREA z/ / / / WATERLINE AND SANITARY SEWER STRUCTURES. \ Source: VaDSWC Plate338-2 / I TOT LOT / LSR (TYP.), / / 5 4. ALL SITE PLANTINGS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; 66 L SF THE TOPPING OF TREES IS PROHIBITED SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND i o c� i . s,n3 ) //� ONLYTOSUPPORT THE OVERALL HEALTHOFTHE PLANT. E -- tit-aol _J z 5. STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED III r-1 PROPERTY BOUNDARY (TYP. / / PLANT SCHEDULE: Conservation Plan Notes: / � / I OPENSPACE'H' �^ LOT /' 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON / / / �/ / / (o.n AC) LOT �A �LII AIE C L.I� 1C / 45 �/ SYMBOL BOTANICAL NAME COMMON NAME SIZE STREET ROUTE 29 QUANTIINTERIOTY OPEN CANOPY TOTAL AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING / ' 84 II A HL IY .7 _ � J LOT TOTAL ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / / / j %< TREES BUFFER BUFFER SPACE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 1 LOT y� \ 46 CANOPYTREES 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION / //' 83 LOT AR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY'RED MAPLE 2-1/2" mi. 50 4 54 452 24408 MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.47 ASL ACER SACCHARUM'LEGACY' LEGACY SUGAR MAPLE 2-1/2" cal. 30 8 18 214 3852 �'�, / / A �% V' A �/ BIN BETULA NIGRA'HERITAGE' HERITAGE' RIVER BIRCH 2-1/2" cal. 16 16 464 7424 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER .� LOT '' -\ \ O / LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" mi. 15 15 238 3570 MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 82 \ / INS NVSSASYLVATICA BLACK GUM 2-1/2" mi. 5 5 151 755 / QB QUERCUS BICOLOR SWAMP WHITE OAK 2-1/2" cal. 7 7 339 2373 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES // , /I j 1� �' a __�. A - / QP QUERCUCPHELLOS WILLOWOAK 2-1/2" cal. 46 46 419 19274 TO BE PRESERVED AND PROTECTED. // / it V / g \/ LOT .. •• \ ® / QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" mi. 52 11 2 65 372 24150 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF // / .0 EXISTING STREAM N .: \ \ \\ a / / TREES TO BE PRESERVED AND PROTECTED L i A 8i \ V \ y / / LAP ULMUSAMERICANA PRINCETON PRINCETON' ELM 2-1/2" rah. 8 8 464 3712 6'LANDSCAPING& f A \ \ V / i UNDERSTORY TREES 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS / / CC CERCIS CANADENSIS EASTERN REDBUD Vint. 22 22 124 2728 BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY /// �� / MAINTENANCEESMT J \ / r / \ / CFAS CORNUS FLORIDA'APPALACHIANSPRHNG' APPALACHIAN SPRING' DOGWOOD 6' ht. 36 36 124 4464 ENGINEERING DEPARTMENT. �/� / / ` % * LOT / // JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5'ht. 51 23 5 79 16 1264 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, \ • / 58 \ / \ / / TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / /' , LOT / \ � / z � MI MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6'ht. 54 16 7 77 113 8701 PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS / > I,� / / / / / 80 j \ \ \ I / / 1�� //PT PINUSTAEDA LOBLOLLYPINE 4-Tht. 14 9 23 207 4761 //' / .�. f OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL / / / / / / \ / - \ / SHRUBS Lic. No. 035791 It, 4/26/22 AV BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL % 11 LOT r 7 SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / / / / / / / • / ; + / `. / \ ✓ r��G / /� �/ _ HQ HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24" min. 6 6 16 96 Z IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 74 36 110 23 2530 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE o / l / 79 / JGO JUNIPERUS VIRGINIANA'GREY OWL' GREYOWL'JUNIPER 24" min. 276 276 11 3036 X a PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH r THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / LOT - \\ i // JN JASMINUM NUDIFLORUM WINTERIASMINE 24" min. 276 276 10 2760 OV INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 160 / \-F��2G� �!/ 1 MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24"min. 79 79 18 1422 O 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE LOT \ s'o NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF'NANDINA 24" min. 264 264 17 4488 F ¢ Z PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / - / 78 /; ff \ RA RHODODENDRON RHODODENDRON AZALEA 24" min. 20 20 10 200 O E BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND �. LIMITS OF GREENWAY. I ' - LOT VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 26 26 64 1664 v) on W MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. �" FUTURE PUBLIC GREENWAY TO BE OPEN SPACE T A' \ U U z W - \ •� TOTAL 127662 DEDICATED TO ALBEMARLE COUNTY - 61 (o.io AC) \ ;✓ . C] m a' 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION '`�\ ' --- ------ -- - -- CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. AT TIME OF PER PROFFER INAL #2OF MA SUBDIVISION ooi�T LOT y r j / A \ / I/ �� _-_ O w L 77 / / v LOT LANDSCAPINGCALCS: z m LOT 6z / / �/ / A V / / / / / BLOCKS 9, io, & 11 34.56 AC iw LU 76 Po / \V \ �GREENWAY-IS-07AC ' 1�1 a L . ' �/ �� / BUFFER ALONG ROUTE 29 - 2.17 AC ` / LU yv(18)QSSTREETTREES >�� � `r'�0; �• � ' � ��� y '� \ ,// RECREAT ON AREA AC I ALONG FLORA LANE v � I 1.47 > - / LOT LOT _ 5 / / �/ / 15.85 AC V / TOTAL' W / a / 63 T V A 75 Q� C� (18)aR STREET TREES \ �I 2��/ / TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 15.85 AC L / " ALONG FLORA LANE \ / /� REQUIRED LANDSCAPING: I5% OF 15.85 AC = 2.38 AC 5 ' �., PROPOSED BUFFER AREA CANOPY: 46,939 SF =1.o8 AC LOT l- 64 / , - PROPOSED STREET TREE CANOPY: 61,218 SF =1.0 AC 74 / �� PROPOSED OPEN SPACE CANOPY: i9,5o5 SF = 0.45 AC LOT � i / // / / TOTAL:1z7,66z SF = 2.94 AC t \ LOT 65 i 3 1 / ///// / / / / / / / ry a N N LQT / / /' / N N N / 66 % /// / , ,PROPERTY BOUNDARY (TYP.) L„ / / / / 1992 3.38 ¢ o m ID 72 LOT / GREE WAY PARCEL (TYP.) l 67 LQT z xz //i/ 71 //z///i/ 1 5' LANDSCAPING & ," MAINTENANCE ESMT /XISfING5 1 REAM�� / j r LOT / / / / / 'k ,e e <e / / / LANDSCAPING CALCULATIONS FOR UPLAND PARK AREA: `� 1 0 7 REQUIRED LANDSCAPING (1 TREE PER io PARKING SPACES): 5 PARKING SPACES LIMITS / C 1TREE/ioSPACES =iTREE REQUIRED LOT /� /L - / / TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 2 TREES PROVIDED / �' / 69 L / ,PUBLICGREENWAY TOBE EXISTINGWETLANDS(TYP.) .q/ `I DEDICATED TO ALBEMARLE COUNTY PARKING AND CIRCULATION AREA: 5,285 SF i n i MV (TYP.) LOT �� /�/� /ATTIME OF FINAL SUBDIVISION PLAT, REQUIRED LANDSCAPING: ,285 *5%= 265 SF S T PER PROFFER #2 OF ZMA2o16o0o 11 / / PROVIDED LANDSCAPING: 803 SF o 68 JV (TYP.) / GRAS51ECREA1ION AREA (65 x6o)Dy �..i e /, / / 1. ALL LANE CAPIN FIRST T CERTIFICATE T RIGHT-OF-WAY FOR STRUCTURE L \ / ED PRIOR TO THE G � BLOCKS g,1o, AND 11. 2 1 LARGE STREET TREE PROVIDED EVERY 5o' OF STREET FRONTAGE • -' � / PROPOSED 8"SANITARY SEWER (TYPJ , � , ' BETWEEN 2' AND T ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND � � � �'� f. � / / ACCOMMODATE PEDESTRIANS. Cow of Albemarle / JV (TYP.) // /� / /• k. k`e- / y/ / / / / / 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE ConaerexBonPlan Checklie -To he placed an Landscape Plans T� U �s e� ` / CURRENT OWNER OR A PROPERTY OWN ERS' ASSOCIATION AND REPLACED WHEN NECESSARY. (handbook,pplII-284-111-297tormmpletespecifieafiotu) REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. /1\ C) V L The Pollowlne items shall be shown on die plan: // r e / ---- 5-1. Trees tc be saved', 7 MV (TYP.) � / / I ' < / � 7YY I I � I 1 � - - � � L ® L�idon and ng�otype of prrdeddpforcin, to 7>a saved); p ed trenching Ruin mg y dthe hunts of clearing. OPEN SPACE'I' TOT LOT - - - - _ ® Grade chandtypeofing tnhvafenar�av . (z.0 AC) (3r4585F) � - / / LL7 a changes requiring tree wells or waps, W BIN (TYP.). / / I / / ' � � Proposed - m d� be on ari G� AI HIG SC[njLE ; - v JJ 2. Mar tie ain 0 All es to be saved shall be marked with print or ribbon at a height oleady visible to equipment operators. � v _ o ao 8o 0 No grading shall begin unnithe has outdoing has been inspected and approved by a County Inspector. U) 0 3. PreLooslruUion Conference: � t �j / JN� ,yPY/ 1'1preservation and protection measpms shall be reviewed with the contractor on site LLI J ; r '/, � ,r /.... �� / /�/ / (• S ( ,')✓''T � Tree ) 4. Eamoment Operation and Storaps: PLU ASSIVE inch = 40 y � TREES UP T04 CAL SHALL BE STAKED El Heavy equipment,velicular trafc and storage ofearntmction materials including soil shall not be permitted within the driphnce of trees ��y WITH2zx2 HARDWOOD STAKES. to be saved. ! RECREATION AREA ® A QB (TYP.)/ ,,,, �� s / SPORT BASKETBALL- � / � / / � � � � y,11l��1A// TREES OF 4" CAL OR LARGER SHALL BE � i - COURT(7o'xioo') �z s �O, DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE&TURNBUCKLES X EXISTING STREAM z"zz"HARDWOOD STAKE li I EXISTING ioo-YEAR IIFLOODPLAIN (TYP.) I c ME Oft I f CUT& REMOVE BURLAP FROM TOP 2/30F BALL AS SHOWN PLAZA WITH FIRE / / A SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER e FINISHED GRADE C `J TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR EQUALLY Q LARGERSHALLBE LIMITS OF GREENWAY. 5 / GUYED TWISTED, GAUGE UEWIRE WITH / PUBLIC GREENWAYTO BE AND TER,#az GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE / �/ [ HT FTREE �DEDICATED TOALBEMARLE COUNTY �` � � � � ) � � AROUND TRUNK ABOVE BRANCHES AT TIME OF FINAL SUBDIVISION PLAT, III= il= AS SHOWN, FLAG WIRES WITH -�� V VTAPE. /PER PROFFER #20F ZMAzol8000u I / / / / IIII =III FOR ADDITIONAL IF RTPENFORM TION. .z / / IIIII III=� =III III IIIII AMENDEDSOILMIX COMPACTED SUBGRADE NOTE: PROPOSED SLOPES STEEPER THAN 3:1SHALL BEPLANTED WITH NATIVE STEEP -SLOPE MIX WITH ANNUAL RYEGRASSBY . / / / / / / / / / / Tree Planting and Staking Detail Evergreen Tree Planting Detail Not To Scale ERNST CONSERVATION SEEDS AT A RATE ' 6o LBS PER ACRE, OR 1 LB PER i,000 SIF / /' / Not To Scale ,OF GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE 5. Soil Erosion and Stornswatrr DetenHan Devices: U Such devices shall not adversely affea trees to W saved. V'^ ) J 6. Frees: �� EI Fires are not pemutted within 100 feet ofthe dripline of trees to be saved. ■■ 7. Task Materials: L I J ® Toxic materials shall not be stored within 100 feet of the dripline of trees, to be saved, of S. Protective pension; of L 0 Trees tobe within 40 feet of a proposed or activity shell be protected by fencing. reere O 0 Fencing shall be in place and shall be inspected and approved by a County Inspectorprier to grading or construction. fV<f'1 O 9. Tree Wells: ® When the ground level must be indeed wvtivv the Mplme of a ties to be saved, a tree well shall be provided and a construction detail Q ub smitted for approval. 0 O 10. Tree Walls: N 1 1 1 LLI When the ground level must be lowered within the dnpline a tree to be save], a tree wall shall be provided; and a construction detail submitted for approval. Il. hen and Tng e: W 0 V.'lren trenching is required within the limits of clearing, it shall be done as far away from the tnudcs oftrees as possible. Tmmeling LI is re ti under a large tree shall be considered se an alternative when it is anticipated that necessary trenching will destroy feeder rents. F 12. CIe�'. I a LI Protective fencing shall be the last items removed during the f ral cleanup. 0 _ 13. Damaeed frees: N JOB NO. 0 Data trees shall botieatadvnuadiatelybypmnuig,feRilimtion orothermelhodsracommendedby ati especiahst. NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 182150 REQUIREMENTS. 4/20/2021 SCALE 111=401 OWNERSIG ATURE (DATE) SHEET NO. CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page 1 of 1 16 i