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SDP202000070 Plan - Approved 2020-12-22
GC-JVEKAL JVOTKZ OWNERS: TMP 04600-oo-oo-oi9B6 (PORTION OF) CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREET SE, SUITE 201 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi9B6 (PORTION OF) D.B. 5346, PG. 251 36.37 ACRES (BLOCK iB =11.48 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY DISTRICT (EC), AIRPORT IMPACT OVERLAY DISTRICT (AIA), AND PRESERVED SLOPES & MANAGED SLOPES OVERLAY DISTRICT SUBIECTTO CONDITIONS OF SP2oipoo25 SUBJECT TO PROFFERS OF ZMA2o1800011 TOTAL PROJECT AREA: BLOCK i- CODE OF DEVELOPMENT PARCEL AREA = i2.o ACRES BLOCK lA - 2.193 AC BLOCK iB - 11.48 AC PROPOSED USE: BLOCK lA: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK 1B: 2io MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE AND ICE RINK BUILDING BUILDING #1: (30) ONE BEDROOM UNITS AND (38) TWO OR MORE BEDROOM UNITS BUILDING #2: (30) ONE BEDROOM UNITS AND (36) TWO OR MORE BEDROOM UNITS+ COMMERCIAL SPACE (2,65o sf) BUILDING # : ONE BEDROOM UNITS AND 2 TWO OR MORE BEDROOM UNITS ( ) (4 ) 3 34 BUILDING # : ICE SKATING RINK(31,850 sfTOTAL NOTE: RINK AREA IS 16 2 s 4 ) ( d7 f) FUTURE BLOCKS: RESIDENTIAL (MIN, o & MAX. 266) AND NON-RESIDENTIAL (MIN. 5o,000 sf & MAX- 230,000 sf) USES NOTE: THE NEIGHBORHOOD AMENITY AREA AND LINEAR PARK CIVIC SPACE #1 DESCRIBED IN THE CODE OF DEVELOPMENT (PAGE 22) WILL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCKS 1, 2 & S. BLOCK CLASSIFICATION: BLOCK 1: NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM) To 408 UNITS (MAXIMUM) - 3 DUA TO 34 DUA FOR THE PARCEL BASED ON 12.o ACRES PROPOSED DENSITY: 210 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 1B) WITHIN 11.48 ACRES BLOCK 1B DENSITY = 210/11.48 ACRES TOTAL BLOCK iB DENSITY =18.29 DUA REQUIRED OPEN SPACE (BLOCK 2): CIVIC/PARKS =o AC GREENWAY = o AC OPEN SPACE = o.o AC BUFFER = o.o AC TOTAL OPEN SPACE REQUIRED= o.0o AC OPEN SPACED PROVIDED: PHASE IB: i.67AC GREENWAY BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (60' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF i5 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: FRONT: NO MINIMUM AND 30' MAXIMUM PORCHES: THERE IS NO MINIMUM FRONT SETBACK FOR PORCHES, PER SECTION 2.3.2.1 OF THE COD SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) REAR: 5' MINIMUM AND NO MAXIMUM NOTE: SIDE AND REAR MINIMUM SETBACKS FOR ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 16=3i,85o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURALIFORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2025. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN NOVEMBER, 2019. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2019. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 1 SHALL BE DEVELOPED IN AT LEAST THREE (3) PHASES. THIS IS THE SECOND PHASE OF DEVELOPMENT FOR BLOCK 1. RECREATION: NO RECREATION SPACE PROPOSED WITH THE DEVELOPMENT OF THIS PORTION OF BLOCK 1. CIVIC SPACE #2 SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK 2, BLOCK 5, AND THE REMAINING PORTION OF BLOCK 2, IN ACCORDANCE WITH THE BROOKHILL CODE OF DEVELOPMENT. PARKING: RESIDENTIAL PARKING REQUIREMENTS: (1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT = 94 ONE BEDROOM UNITS x 1.5 =141 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT =116 TWO OR MORE BEDROOM UNITS x 2 = 232 PARKING SPACES REQUIRED ICE RINK PARKING REQUIRED: (1) PARKING SPACE PER 200 sf OF RINK SPACE=16,372 sf OF RINK SPACE / 200 sf = 82 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 455 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 473 PARKING SPACES (4% EXCESS PARKING) BICYCLE PARKING REQUIREMENTS:1 SPACE PER EVERY 5,000 sf OF RETAIL SPACE 31,850 sf I5,000 - 6.4 BICYCLE SPACES REQUIRED BICYCLE PARKING PROVIDED: 7 BICYCLE SPACES PROVIDED BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 4. FLOODPLAIN: THERE IS A loo-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 52003Co28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # 15 2016o0004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OF THIS DEVELOPMENT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEETHE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA LANE. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9OF THE COUNTY CODE. TRASH: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT BUILDINGS AND ICE RINK. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS: OPEN SPACE: 0.00 AC (0.0%) BLOCK 2B DEVELOPMENT LOT:11.48 AC (l00%) IMPERVIOUS AREAS (BLOCK 1B ONLY): TRAVELWAYS/PARKING: 4.39 AC (38%) SIDEWALKS: 0.43 AC (4%) BUILDINGS: 2.29 AC (20%) GREENWAY: 1.67 AC (15%) LOT AREA/LANDSCAPING: 2.7 AC (23%) TOTAL:11.48 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 2A & 2B. TOTAL PROPOSED UNITS: 32 UNITS (25% OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 32 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 32 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAYBE IMPLEMENTED AT THATTIME. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION i MASS GRADING VSMP PLAN AMENDMENT #2 (WP0201700037) BY COLLINS ENGINEERING. THE PLAN IS CURRENTLY UNDER COUNTY REVIEW. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR = 2.5 TOTAL GROUND FLOOR AREA = io,290 SF TOTAL AREAS OF OTHER FLOORS = 29,580 SF TOTAL BUILDING AREA: 39,870 SF REQUIRED FIRE FLOW (TABLE B105.1) = 3,500 SF NEEDED FIRE FLOW (So%REDUCTION FOR AUTOMATIC SPRINKLERS) = 1,7So BROOKHILL -BLOCK INITIAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA e1. r 7 - BLOCK 9 T- �:. • \-.. .--'\ �� \�, :. -------------- --- ---- -r ---------------- - - PROPOSED APARTMENT I BUILDI NG p3. (4 I• 76 UNITS) .... /.ate I I I I I n I I I I I rC- - � D STEIIA NG (PUBLIC ROAD) aLocK as PROPOSED ICE RINK 131,850 SF) r. .1 U _ y #_ I PROPOSED APARTMENTSUILDING#2 �J - (C STORY 66 UNITS) 9.: BLOCx 1B 1l� Es a 1 PROPOSED APARTMENT BUILDING 41 _ UNff51. s j-1 66UNITS R v y ty. ' @J�Rfl��B.�„=ell�I�!!!IllIRIR9�!2t!•l�l�I�!!!S � IBLIC ROADDL_ &OCK 19 16 ---------------------- FUME -LUUaOUSI I'O POOL U aa0 1 BLDCK6 GRAPHIC SCALE 100 c 50 >.w :oo Mimi ( IN FEET ) I inch = 100 ft. NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4J2. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 210 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 1538 ADT (769 ENTER/ 769 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 96 VPD (22 ENTER/ 74 EXIT) PM PEAK RATE - o.56 VPD PER DU = 228 VPD (74 ENTER/ 44 EXIT) Pot 0 GROUN� VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA 1B PROFFERS PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 OVERALL BLOCK ILAYOUT 6 7 SITE PLAN SITE PLAN 8 GRADING, DRAINAGE, & UTILITY PLAN 9 GRADING, DRAINAGE, & UTILITY PLAN 10 NOTES & DETAILS 11 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN 12 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN 14 TOTAL SHEETS BUILDING NOTES.- 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT 3. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT 1 EXIS77NG VEGETATIVE/LANDSCAPE BUFFER GREENWAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN Ch PROPOSED HANDICAP PARKING SPACE STRIPING 114 PROPOSED ASPHALT STRIPING (DIREC77NG TRAFFIC) EXISTING CONTOUR loo PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 TW 506-2t Bw PROPOSED SPOT ELEVA7701V TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS P' PROPOSED CONCRETE PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE 0 0 0 0 100 YR. FLOODPLAIN APPROVED by the Albemarle County Community Development Department Date December 22, 2020 File # SDP2020000070 Application Type Initial Site Plan Lead Reviewer: Cameron Langille G7,'Ilk N YK%, Lic. No. 035791 � P 10/26/20 �S70NAT. V, z O J Q a � U Z Do � lJl 00J o H U) E z W w 0 N w UDD 0 LU z N Q C7 J O w W 0') N U) Q J W > .J LLI Q Z > I- ( ) r� - Lu z O LU < W _ r--I U I W Y U LU O L: J Ul U) co Z Lu J H - CO Jk-o LLI J<� Q O O O N U w J r_ w w a � JOB NO. 182150 SCALE 1 "=100' SHEET ,n. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04604)-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, 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 04600-00-00-019B 1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019134; 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 41 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terns, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ('Polo Grounds Road improvements"). The Polo Grounds Road improvements shall be completed in two phases. Owner shall begin construction of Phase 1, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Protects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-i 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 Hous:ng 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 I8/100 Dollars (S7,333.18) 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 and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit ( ). 8 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, TheOwner shall provide affordable housing equal to fifteen percent (15%) of the total numberof residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to to- sale units, rental units, accessory units and Carriage Units, (`Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall he dwelling units offered for sale at prices for which households with incomes less than eighty percent (8Wo) 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 andprequalify 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 no: be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Horsing Unit. If the County or its designee does not provide a quali tied 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 (I) 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 (501) 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) withn 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 toissuance of either i) a Permit for the fifteth (50'^) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, o. 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, bending and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase 1 roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right -oft -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, I"For-Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved b the PP PP Y Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For-Reat Affordable O Y g Y 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 J P 6'raP , Pe 8 Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Tenn shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 48. 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-cirrent Owner shall notify the County in writing of the conveyance anti 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) Rerortina Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease tern for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the tern 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 :o 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 exercisethe option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CC for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (I 000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection (`Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer i G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved b the Count and VDOT as art of the Erosion and Sediment Pe Y PP Y Y P 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 I"MSP'). 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 I in the preceding calendar year, the denominator of which shall be the MSi as of December l 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 of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars S7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash 8 8 Y B 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 I have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P 9 value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the "In -kind Contribution"). The in -Kind Contribution amount shall be $28,336,662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. in other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the in -kind Contribution may not be applied for any other project or development. 7. Elenientary 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 dwellingwithin the Project,the Owner shall dedicate to the County, b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY , P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site' (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road improvements') above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use, All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Suaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Networ)C"), consistent with the County's design standards for a Class B- type i primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such casements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public Hiah School or institutional Use Site. Within one year after written request by the County, the (honer shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eli r¢'bility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase 1 Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 SCOTT/R. Ct LWN: Lic. No. 035791 k 10/26/20 G4 t` Z m N n N C) WN N W> Lu ZJ J_ > U) Lu L9 O U WLU Y f) Ul LU ZLU � nnnnnnnnnnn� (n rJ W nnnnJ 0 CD CD N u w 0 V CL a z Q co W Ti U 0 M� W W LL. LL O IY 11 JOB NO. 182150 SCALE N/A SHEET NO IA F� \ FIGURE C: ASHWOOC PHASE I INTERSECTION r �+ IMPROVEMENTS INTERSECTION _ .�. C°NST W NEW WE5T6 D LEFT -TURN LANE ON N' LO I 0 GROUNDSROAOWnaly/S'OF EATEVD POLO ROAD � T- TURN lArIEON POLO GROUNDS ROAD PHASE II INTERSECT10N r FWMWOFSTORAGETOa OF IMPROVEMENTS STORAGE _ CONVERT RIO rT-O ROAD A RWMI I N/R CrrT-0UT OPERATION. INTERSECTION a CONSTRUCTASOUTHBOUND ROADWAY, PROVDING r4 LEFT -TURN AND (p RCM -TURN LANE R, CONSTRUCTAN EASTBOUND LA NE ON POW IMPROVEMENTS III ROADWAY LEFT -TURN GROUNDS ROADwnH, FEETOF IMPROVEMENTS w - - STORAGE r INTERSECTION CONSTRUCTARIGH4NrNGHT-00 ROADWAYENTRANCETOROUTEaS CONSTRUCT A NORTHBOUND RCN PK45E It ROADWAY IMPROVEMENTS TURN LANE ON US a9 WITH exe OF PHASE I INTERSECTION • ♦ O STORAGE. IMPROVEMENTS PHASE II INTERSECTION AO• IMPROVEMENTS PHASE I ROADWAY IMPROVEMENTS FN1ksECTON4--- CONSTRUQNORTHBWND • �- ROADWAY TO PROV1DEWlER P TURN LANE But RCNT•TURN LANE e r i• 4• RESTRWE PAINTED MEDIAN TO PHASE IV INTERSECTION / A PROVIDE WESTBOUND LEFt-TURN Ap ' IMPROVEMENTS - /� LANEON ASHNOOD BOULEVARD WIMaPa'OFSTORAGE. ♦` A RESTRIPE EASTBWNDASHVNOD / mVUFVARD APPROAOI TO PROW 1 W RIGHT -TURN LANE ♦ `�, ra°mdaf6 waD / PHASE IV INTERSECTION 2 _ S IMPROVEII .__.__ - Y\ . —i INTERSECTIONS _. CONSTINJUSOUTHBOUND ROADWAYTOPR°VDE(OLFFT- --.ry,� PHASEIINTERSECTION PHASEIVR ADWAY TURNLANEAND(URCHT-TURN MPROVEMENTS IMPROVEMENTS LANE • CONSMUCTANEAS'MUNOLEFT- �If� TURN LANE ON POLO GROUNDS ROADWAYWIrH>SJOFSTORAGE ;4I GU : BROOKHILLTRA C PHASING PLAN syK,00Q I \ EROSS,WALKED\ _ F1tISTNG1nEE MEA / t oNTWam �� • _ in ' a �. It. \ i �PROPMOPIR" PATNNAYE°N�E 1 / ` N J TMP46-16 Fa1rMNEE roDUAar/ TMP45-SO / ROCKYDALE CHARLOTTFSVILLE PROPOSED ROAD CONNEC TIGN QUARRY BETWEEN RIO MILLS ROAD AND BERKMAR DRIVE TMP46-188 HORNELAND / CORPORATION TMP45.60 o� TMP46-AD CRAFTON CORPORATION TMP46-1BB HORNELAND CORPORATION FINAL ALIGNMENT OF 13ERXMAR DRIVE TO BE CONSTRUCTED BY aox77 (PER VDOT aoo96 CONSTRUCTION PANS) TMP46-IBD CRAF70N CORPORATION WITNESS the following signature: OWNERS of Tax Map Parcel 07600-00-00-018AO: By: eA_-zf,< l CITARLES R. ilA GH By. Qs. L IZABETH ANN OGL BY G Date: r' w X' -4G / 9 OWNERS of Tax Map Parcel 046004MMIG.01800: By: 1 7/ CHARLES R HAUGH, 9EUSTEIR By: DOUGLAS B. OOLT BY, TRUSTEE Date: S- O-/g OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A I, 046110-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By Q.. t:Y. Y',Eo-A.rrC� �.2.4./•..,C Ann 0. Haugh, Its President — / Date; W-my S, 2.01 9 Page g of 10 NOTIEPOLOGROUsi SIOWNMTHSExHIi i FINAL DESIGN AND ROADWAYIMPROVEI APPROVEOTRAFFICI / CONSTRUCTION PLA / 0 PROPOSED SALAMANDER CROSSING(3 TOTAL) \ NDLANECONNGURATIONAS �TRATNEPURPOSES ONLY. THI %TONS OF POLO GROUNDS MACCORDANCE WITHTHE SAND FINAL APPROVED ROAC � w \ \ \ \ _ 29NVERTED RETAINING WALL/�ND CILVERf -W-0 WALL SYSTEM TMP46-%4A SALAMANDER TUNNEL FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT O n O 0 D I p O I P 0 G n� 0 1 II ay � PROPOSED so. - u ACRE HIGH SCHOOL SITE TMP46-LM HORNELAND ,� CORPORATION QOPO h h J~40 o w° TMP46a RD CRAFTON CORPORATION PROPOSED 7 ACRE ELEMENTARY SCHOOL / SITE . FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600.00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation BY: Qom.., Q. Z:61 4rR.. 10110 "dal -I& Ana O. Haugh, Its President -� Fete: ?!Iat 81f Ao 19 OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION,, a,Virginia corporation Q./L 0. Y'sln _7 l �c�Ar. & By: r. Ann O. Haugh, Its President Date: �Ze i 9 Page 10 of 1 I ORDINANCE NO. 19-A(9) ZMA2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS 04600-00-00-01104600-00.00-01800, 04600.00-00-019Af, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-01963, AND 04600-00-00-019B4 WHEREAS,the application to amend the proffers that were approved with ZMA 2015-00007 for Tax PD P PP Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-01931, 04600-00-00-019B3, and 0460000-00-019B4 (collectively, the "Property') is identified as ZMA 2018-0001 1, Brookhill Proffer Amendment ("ZMA 201 &-11 "); and WHERE ZMA 2016-I I ro ses to amend proffer Numbers ID, I 6 and 8 of the Proffers that were AS. 11. . P Po approved in conjunction with ZMA 2015-07 due Io VDOI`s planned construction of the Rio Mills Road connector mad, specifically, to reflect that the developer will be responsible for the construction of the Ric Mills Road Connection only d if VDOT es not do so to reduce the value of the credit for in -kind contributions that are available O to the developer, and to reduce the ano a of the h' school or institutional use site that the developer is to uired to Pe • selvage high P 9 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 § I8-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public haring, the material and relevant factors in Virginia Code § 15 2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-I1 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do but certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Alberradc County, Virginia, by a vote of six to zero, as recorded below, at a mecling hold on July 17. 2019. Clerk, Board of County Suporls6ts Ay g Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Pained 04608-00410-019B1: BROOKEULL APARTME-VTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Manager By AndregUif WeeGinty, Its President Date: S�II raj ^ f BROOKHELL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend nagemen Inc. Manager By: Alan R. Taylor, It, President y Page 11 of I I RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle CountyMillsRoad to the newincluded a connection from Rio Mill Berkmar Drive Extended in the Places 29 Master Planas a priority Yro ad improvement and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved the remainder offandin g necessaryto complete the connector road o awarded p t be a ed to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings an October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector, and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Court V11pervisors Aje Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer 1 Mr. Randolph Y F/ 1 r rr; SCOTT R. NS i Lic. No. 035791 5 I0/26/20 144/ z O J a < cc Z w 0 0 z O Q H to Z W of a1 W W 0 00 r z N ,CY") V 1 N W t) W N '-' W > J W Q Z > �- H� wL9 z O' LJ Of z co LL_ U ,--I 1 W � I Y U w O J Ul U) m J Z w J Of 1-4 CO J�o LU J<� Q o 0CD N U w J H 0 w W d In JOB NO. 182150 SCALE N/A SHEET NO. 18 AF43 ^WZDl PROPOSED TRAILHEAD ACCESS AREA T PROVIDE PARKING, AN INFORMATION KIOSK AND A PEDESTRIAN ROAD CROSSING TO ACCESS THE MULTI -USE TRAILWA � I` ROUTE 2g IMPROVEMENT SWM FACILITY #3 C co T.M.46-i8B HORNE LAND CORPORATION ROUTE 29 -IMPROVEMENT PATHWAY ROUTE29 IMPROVEMENT SWM FACILITY#2 ; PROPOSED So' BUFFER AROUND VDOT STORMWATER MANAGEMENTPOND 1 J ( m w w O� z f3 W W i N J ROPOSED RIGHT IN -RIGHT JTERSECTION IMPROVEMENTS. w o: SEE BROOKHILL TIA REPORT : j FOR FURTHER DETAILS 0 3 Vi � T.M.46-28D CRAFTON CORPORATION PROPOSED Zoo' BUFFER ALONG RT. 29 7o' NATURAL LANDSCAPE BUFFER- & 3o' LANDSCAPE BUFFER NOTE: A PROPOSED MULTI -USE PAT IS PROPOSED BY VDOT ALONG THE ROUTE 29 FRONTAGE OF THIS , PROPERTY. PATHWAY TO BE LOCATED WITHIN THE VDOT R/W. NOTE: AREA WITHIN THE Zoo' BUFFER AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS I EXISTING Zoo -YEA FEMA FLOODPLAIN, IMPROVED INTERSEC ION AND STOPLIGHT. SEE BROOKHILL TIA REPORT FOR FURTHER DETAILS f N,T ro 13 E coos' vcmp PROPOSED ASHWOOD BOULEVARD CONNECTION - x UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT��-- � OR MORE I�ORMATIpyON REOUIREDBUFF�FR�_••, � L RESTLAKESHBORHOOD OF j 3o' MIN. NATURAL BUFF R EMARLE OPOSED PRIMITIVE TRAIL WI H �� u CONNECTION TO FOREST LAKES PROPOSED • \ PRIMITIVE BLOCK i3 TRAILWAY ( •. ( i* _ DEVELOPMENT I {' AREA(TYP.) 0 _ i i �:. CBLOCK 1 BLOCK to BLOCK 1l+ / '�..t EXISTING ioo-YEAR , • . FEMA FLOODPLAIN (TYP.)_—I�• BLOCK g i PROPOSED PRIMITIOPEN VE\` ••°'� TF u \ROPOSEDCIVIC SPACE ; a >°••° PACE 0., Jr -� BLOCK 11 GREENWAY:..k (TYP.) , �.' ••. 4 \,L�a GREENWAY GREENWAY .'_. � � �•'�•t.,• ti (TYR) � . - - .° i / • / (TYP.) .-: UPLAND \ ! -.:. ,�,.•° , / PARK '.,•\\�.� {. ,�,' ,`_•",{ // r / •. Y n \ \ ' E^' rEXISTING ARCHAIC WOODLAND •••,� \ \ •p,,T AMPSITE AREA TO BE PRESERVED �x .,••' �`�\ BLOCK 16 T EAM BUFFER TYP. �.. Wit+ �\ EXISTING Zoo -YEAR ( { . - \ Y FLOODPLAIN (TYP.) ^^ BLOCK 4 0 .� z TRAFFICCIRCLEIROUNDABOUTMAY ' ALBEMARLE COUNTY \� , MAIN STREET BE CONSTRUCTED AT THE ��-PRESERVED STEEP SLOPE BLOCKS ""-*-.••._ OULEVARD ENTRA�S,E I INTERSECTION OF MAIN STREET AND (TYP.) THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 / ► OPEN / I SPACE) ) OPEN (TYP.) SPACE I , _ I (TYP.) BLOCK i I I EXISTING ioo-YEAR PROPOSED FLOODPLAIN (TYP.): . e RIMITIVE TRAILWAY 1 I -j i BLOCK z ;� , •xe }•• DEVELOPMENTAF ROPOSED NEIGHBORHOOD ENTER I BOUNDARY (TYP.) - - (LOCATION TO BE DETERMINED I •• :• `, r s WITH FINAL DEVELOPMENT PLAN.) 1- ,_ _ BLOCK,; J I _ i t BLOCK q *ARE HISTORIC >:-.'. BROOKHILLPARgL BLOCK 3 BLOCK 51. I I _ ALBEMARLE COUNTY ` APPROXIMATE LOCATION O I 1 ANAGED STEEP SLOPE HISTORIC MARKER FOR THE (TYP.) GREENWAY BRO KHILLPROPE / r: \ (TYP.) ` - ROPOSED 20' BUFFER Za ' LOCATION OF EXISTIN BLOCK UNN CEMETERY TO 1 O I 9 REMAIN % LOCK LINE (TYP.) I I BLOCK 6 ALBEMARLE COUNTY. t,.''• • . BLOCK 8 PRESERVED STEEPSLOPE(TY� �• . • •°•°'•,e (( D(BLOCK 7 `EXISTING ioo-YEAR DEVELOPMENT YP.) NG BROOKHILL S� / AREA(TYPJ FLOODPLAIN (T I TTS OF 2gTH CENTURY SE TO REMAIN N NT50FBROOKHILL 40 BLOCK 8 DEVELOPMENTAREA BOUNDARY (TYP.) � • OPEN RPPOSED 20' PAVED SPACE J (TYP MULTI -PURPOSE TRAIL POLON ROPOSED IMPROVEMENT TO ST GROU ATE RT_ 643 ROAD POLO GROUNDS ROAD FOR .Y ; ', D B (50� 482, P, TURN LANES - SEE THE POLO •L • - • '• •_ �63) GROUNDS ROADWAY IMPROVEMENT PLAN •` *� ' • ' • APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GRO NDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. { SEE PROFFERS FOR FURTHER DETAILS fx� BC OPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. O - OR E POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. CROCK ET CORPORATION O SCOTT R. N3 i ( n L G U Lic. No. 035791 Z A� 10/26/20 E� Z on Z ` CJ HIV■ rn I" z F`S4/ONAL 6NC'\ • ' C 'P m W O -� `•r' W a i a' a W o C Z v > w ? IQ 0 cr 0 W a pq s pI SITE V A lL Y Ln �ZW � �1 O 1 ALBEMARLE COUNTY M^ - <OGROUNO5ROA0 J Q v< O 1 RESERVED STEEP SLOPE O 0 ? � (TYP.) O � 77 (n m TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000' V ry I� ° o B AN COURT ti ` `, GENERIC NOTES o o Zj z %, � •� `" Z ' . � OWNERS: TMP oy600-oo-oo-oi8oa TMP 04600-00-oo-ox6Ao HAUGH, CHARLES R. & HAUGH, CHARLES - ; •.. < _ _ _ E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. 435 PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 z 'i TMP o4600-oo-oo-oigoo w W OPEN \ CROCKETT CORPORATION z w SPACE C10 HAUGH & HELVIN p (TYP.) Q\��� \. O 435 PARK ST y CHARLOTTESVILLE, VA 22901 C9 C9 PROPOSED CIVIC SPACE - 'p� -� _ z ? f EASTERN POCKET PARK gyp' Y DEVELOPER: RIVERBEND DEVELOPMENT, INC. (LOCATION 70 BE DETERMINED y `� O _! 45S SECOND STREET SE, SUITE 400 N w Ou WITH FINAL DEVELOPMENT PLAN) _ CHARLOTTESVILLE, VA 22903 °L °C z _ Z -�-,: ENGINEER: COLLINS ENGINEERING H r Z PROPOSED VEHICULAR < z z INTERCONNECTION ACCESS zoo GARRETT ST, SUITE K z z O O og TO THE MONTGOMERY CHARLOTTESVILLE, VA 22902 Z O g in w p o o' IN. NATURAL BUFFER cc o z o RIDGE NEIGHBORHOOD o TAX MAP&ZONING: 0460o-00-oo-oi800 04600-0o-oo-ox8Ao 04600-00.00-0290o r.r � o w w a N D.B. PG.6 o D.B.2 PG. o D.B. PG. o w ' 732, 9 333. 45 73x, 69 �^ O O w N w G f ALBEMARLE COUNTY A / '� \ R-i RESIDENTIAL R-2 RESIDENTIAL ZONE: R-x RESIDENTIAL E � O ac o MANAGED STEEP SLOPE UJ w w p • </� u (TYP') V c.� TOTAL PROJECT AREA: 04600-00-oo-oi800 - 42.55 AC Z = 046o0-00-0o-o28Ao - 27.29AC. g g BLOCK 18 rr _ F \04600-00-00.02900 - 2o7.66 AC. o_ O O ` G J 277.5o AC. TOTAL N N PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT Lu z Cie DEVELOPMENT f TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN g 0) AREA (TYP.) �� SURVEYING AND BELL LAND SURVEYS, JANUARY 2o25. a / BOUNDARY INFORMATION WAS COMPILED BY LINCOLN p L9 i` f� SURVEYING ON MARCH 7, 2015. (Y•) DATUM: NAVD 1988 c 7 L UTILITIES: COUNTY WATER AND SEWER CV / FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 52003Co26oD m to NO ,0 co j - DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, W HtCH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. o 0 o g' 1 MONTGOMERY RIDGE NEIGHBORHOOD NOTES: (mil LyJ 2. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET 1 CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. - Z i 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE N �{ Q DETERMINED WITH THE SITE PLAN PROCESS. 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH N Q_ ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. Q 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J OR FOREST LAKES. W > W 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE Uj EA5T/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI a � j 02 G pP THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS 7 J F�1 TO THE FLOODPLAIN. L \ Q \O y 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LLj / G ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND IM S OF PROPO ED REZONING S SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE Z ~� J 2 PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. f"' LLI Z J nr 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP U �� 1 - INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z 7 � O ' w SAFETYACTION PLAN. L B. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN LLJ < (n L9 �Jy ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C �J �-'° LL M O AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. < 0 Q W 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO Q J _ J ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER r 1 -� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE Z Q \J ~ DEVELOPMENT. CONNECTION POINTA ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR Q O LU 1 Y l- -J INTERCONNECTION TO MONTGOMERY RIDGE CONNECTION POINT#SHALL ONLY BE A I""' PEDESTRIANIBICYLEACCESS CONNECTION. U_) Y U O UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND w O 0 V[ • ' DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. NOTE: ALL STORMWATER MANAGEMENT FACILITIES U Q ~ • LEGEND Z �) . AND EROSION CONTROL MEASURES SHALL BE — LOCATED OUTSIDE OF THE PRESERVED SLOPES. Q U) O GREENWAY PRESERVED SLOPES ,-PROPERTY BOUNDARY (TYP.) Z 1L Z \W\ VEGETATIVE BUFFER MANAGED SLOPES O Q LL1 J / �� OPEN SPACE N LLI �/ •....•.... r-! Of ,WITH HOA APPROVAL, A 20' MULTI -USE PATH ® GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS J ~� •+I SHALL BE EXTENDED TO THE ENTRANCE OF - WETLANDS J 0!• CI) Q MONTGOMERY RIDGE. THE HOA WILL NEED C3 TO APPROVE THE TRAIL AND EXECUTE ALL PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL (— EASEMENT DOCUMENTS ALLOWING THE HISTORIC HOUSE & THE i9TH CENTURY COMPONENTSOF \ / CONSTRUCTION OF THE MULTI -USE PATH BROOKHILL `� W O ---'---� \ON HOA PROPERTY. O O PRIMITIVE TRAILWAY 20' MULTI -USE PATH TO BE CONSTRUCTED ALONG O �.�/ THE NORTH SIDE OF POLO GROUNDS ROAD CO.--' / " cpartmenl PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR Q L.L FIIB# �IS_ Q ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL ED PEDESTRIAN TUNNEL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. O Oco S0\)I" vER SAD fOVE Supervisors 0000 EXISTING Zoo YR FLOODPLAIN CD aN PN � --" F .... • STREAMS * JUNE 15, 2015 • anner LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE CAL ~ ~ xo' MULTI -USE PATH ^ U' 2W o zoo .00 eoo ® �� _ I w PROPOSED LOCATION OF HISTORIC MARKER to � JOB NO. ( IN FEET ) \ / O PROPOSED ELEMENTARY SCHOOL SITE SHEET 1 OF 1 182150 1 inch = 200 ft. _ SCALE N. T. S, SHEET NO 2 ram ILL 11 q i N \ 00,0 OO F�Aq - - 1 I / \ /�� ` �� ` ! ��; _ SHWOOD BOULEVA- -- - -- - !� _?~ �� SCOT .. R � ' �`� RD /� � , � -=� � O ��� � � ` � �/ � �• ,�i Ste. �~� �� . � � � � � �'�' � .� it n!~,�►.�� i� .�, :� . �� iri r .e iam HE 4� - .��i . m ♦♦ • i��leg re�A••t11•• W aNO'Zi�pRF OKA mum e`,ceo 1. � NN ♦ .4:1\p p�I� e' � •••••••ID 4� A Qii�9 �8� '�`- A C.'? ♦�G�i Q: • ►°!.�•• ♦♦� , ••�es•���� u�8'1.E .fie -�_ •�£t W(: t - IY ' V •- s ♦ � / v s 4►- ♦ 1��3�, �� ems• • -w � a• q y!� s ♦ :. � � T- - �� e�•••�,�»;;�,z� s"(''fl%/ I� i� <.i..`,1i1 Q'C M�"01r � , .eb ♦ t �� �I t . �� ♦ % Is �► �p/••••:yd�'`dt"I••� .'�aya" I�%a-�+''i�`�}lv�`AQ�eirr���,'Q0•l4••i1p%� a►d � Iv • •ri�'`��jti .mot �� .bp1, •••Q�i• �•���\re�� ����s•��tF •�� /iA1/s��� ♦ t8� 1, •�� • Pj •gpm r �f3Fy C 'ate, 1j �Fq ��? ' O•�0� i O J•v.)��F)7 i /b, ♦�'�� :'�. \, �� IOWA, a♦� •i••vJ4 d \.F�O ������ -,�. .s a\, a,�n1�1�y;e�J;�..�•._ ° ♦e,,�._a. fir- � ,,,��!!�:.� y,,,, ♦♦♦ • ♦� . �;�.,�, ♦. �1.,� rr � \�� �• ® e .. �i ". ♦ e ' ♦ . � ` �` lam• ., e♦♦♦e♦ a♦e �`� ♦ �;��,,, fie♦ e♦i , e ♦♦��:, e'.♦ ♦ - tie.. �Me N��,� ♦ \ ♦ ♦ �� �; ♦ �, ., Ln .\\ s �♦ ♦1��� ' ��� +�•�'�� � i III • MAWWWWWW IMF "�.I�wwww�w ♦♦ n ♦.. i� / eZC2'�'�♦♦ ;gip -- mum omr♦% m N MS13 1 +lira ir„ ... ..... . b ° BLOCK 4 - - - °°° ° •••°°°,o SDPzoi80005o I ^\` FINAL SITE PLAN APPROVED o 12/17/20i8 BLOCK 4C / w I ROAD PLAN BLOCKS 1 (UNDER REVIEW) BLOCK Q - i SUB20i7-00117 1 3 >.v r �• 1,. 1 I _ r- •L - e SDY2o20 - -_ ,K I 1 _ _ _ `' '/ o �/ INITIAL SITE PLAN BLOCK 1 1 v %j UNDER R YEW 1 1 BLOCK z 11 1 / SDP201900078 1 a INITIAL SITE PLAN APPROVED - 02/21/2020 j{• SDP20200003S ROAD PLAN J � BL K • °° \, c BLOCK 4A 1 FINAL SITE PLAN (UNDER REVIEW) ° 1 UNDER REVIEW SUB2o18-oo115 SDP2018000So SDP201800021. FINAL r 1 INITIALS] PLAN e' SITE PLAN': , APPROVED ' I 1 I CK APPROVED-o6/o8/2018 BLO• I °� i2/17/2oi8 1 SDP2oiB000yg ^ ; j FINAL SITE PLAN r ° UNDER REVIEW 0. 1° / ROADP A I .` I BLOCK i9 (UNDER REVIEW) I I ; '. I I BLOCK 6 SUB20i 0021 BLOCK 8/ I _ _ _ _ _ SDP2oig00026 ,° \\ FINAL SITE PLAN ` �BLOCK7 °° ` / / / APPROVED \ 4/23/2020 , , I BLOCK 8B SDP2oi800054 / ` \ INITIAL SITE PLAN APPROVED-o9/07/2oi8 I rf \ SDP20190001S 1 �_ FINAL SITE PLAN >d \ \ UNDER REVIEW ' 00/' ,...s gE�STR63 � % .............. gROD 4D......... . ...:..rR(.48P z63J LEGEND: \ PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT X (APPROVED REITIAL SITE PLANS AND FINAL SITE PLANS EGRAPHIC SCALE �� ` .. PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 200 0 100 200 400 -� (APPROVED FINAL SITE PLANS) PROPOSED RESIDENTIAL DEVELOPMENT (PROPOSED INITIAL SITE PLANS UNDER REVIEW) ( FEET 1 inch ) h = 200 ft. ���yi�.�'�.��``s' �'yj^ 'L•w�� /iy {i''� y��+i�a 5 vs``C`��\b �'���'�'bf� y �,If+V'�'�J` �•" �r . 7���. ��� �ir�6.'s'' II� f��A�.. A` v! �� i Y ,�'Ji ♦ //, • .!I •i - - - ��\�b�,_�,�s�!;yep!�wL���1 „?�.�P�C`•. �,���,4�,q��l�`vtrv�a��`A����//f1�/��a-G'Dt.� L��I�Y �:��a��0� �`��1f!���C�. O � �>4�•�1�v1�•��� y �•a`��°I�jV `���Qy�a a���1 .lr�Y�w�49 �\� �i�,s�i�v�,, ♦ �i. � ♦ Iy,fr �1 �y � ��v`��.e�,�'i� : �����-?� :a'"'sCivia�. >Hx'� ••` ��!.:���y�°t%e'* 4�f " �.°�91`v�` \ C��O,�®v�h�1�u��+•'o'.t�►���U�ry•�a�Yo`.�ia`\v:.`���.�t�►A\��,cj•r"!�'1C"Y^�•ti��l�1;'Di•�Q♦. i'`tit`�a''•`,�•��±�j?_/f AA•l%►`�9�%1�D�I, f'/ �. Sn��w,�yl�C�1b�Ol,Oj�`yy j��•` WnME,�1AMRih' � • A • • ' • �O° ►yAy'Ni�/�Q•Y°♦y��J • • 4 �lr\lilv�•�Y� vi. .•✓,►�ry����5�► \•thy!° f%% �•`�!; <���\��,Sry��►�•r,� \v rs'i��AD�F'�Y \��C`a•R�Y�r� +•e��� ,����\s!:/I•�6�Aa� `>' ! i �w•iy Avg •'+ •fir DI: ": a11� �•lri����� BE -�'.Or��iv�3'i�'i, 'R4 �`R.YIpJr•• ,I,���j ��`�•. � Ili '•��•q /'y� � .��ti� • •G�e me .NEW •t40••I 'use• ee• VIM /►(. ,'� 1!&mot ••��q1�•�s Qb tt°f�.t••(t; �tiy� L,�al►♦�'� i • v � �� � +litre•• •i�► n ra♦ l�a• ( ?i ���,f)l�( •ems Development Area Per Proposed Area (Roads, Proposed Block Land Use District Brookhill Lots, Buildings, Development COD (AC) Area (AC) Parking lots) Per Area (AC) COD (AC) ' L �- / / ' i i I500 r 1 2 3 3A 3B 4 4A 4B 4C 5 6 7 8 8A 8B 9 10 11 12 13 IJ 15 16 17 Neighborhood Service Center Urban Ikmity Urban Density Urban Density Urban Density Urban Density Urban Density Urban Density Urban Density heighbodmod Ikns it., Neighborhood Density' Neighborhood Dknsity Neighborhood Density Neighborhood Density Neighborhood Density Neighborhood Density Neighborhood Density Neighborhood Iknsiq Neighborhood tensity Neighborhood lknsiq Neighborhood [knsity Neighborhood Unsity Neighborhood Density Neighborhood tensity ' 18 Neighborhood Iknsitr 19 Itmokhill Ilouse Pnn:cl Total 12 12 6.3 5.1 5.8 5.1 5.8 3.3 1.8 24 27.95 19 9.98 11.39 6.58 vv -2 17.7 25.8 2591 8.55 17.36 1, 11 11 U Lie. No. 035791 10/26/20 Gmenspace/ Amenities (ac) Civic / Civic / I Opco Opeo Total Total Greenway Greermay Buffers Buffers Parks Parks Space Space Greenspace Greens pace Required Proposed Required Provided required Proposed Required Provided Required Proposed 0 0 0 0 0 1.2 0 0 0 1.2 0 0 0 0 0 14.0 1 0.2 1 1.38 1 3.4 1.09 1.9 1 0.44 1 2.9 2.97 1 8.4 5.88 0 0 1.43 2.29 1.09 0.44 1.54 3.07 1.46 0.85 1.5 0 7.2 0 0.2 7.2 4.7 1.1 8.7 4.58 4 4.56 4 3.82 13.1 1 2.96 0.54 1 1.64 3.98 4.04 2.76 2.18 8.98 9.6 1 6.8 0 1 1.6 1 0 1 1 2.8 1 4.6 4.6 3.4 0 3.6 1 0.1 4.7 5.7 3.2 1.2 8.2 1.3 0 10.7 6.7 5.7 0 3.2 1 0 4.2 11.7 9.7 0 1A 1.1 0.9 3.4 5.4 4.1 0 4.7 1.3 0 6 169 13.6 0 4.1 2.1 1.2 7.4 9.7 11.11 8.4 1 9.25 0 0 1.8 1.2 1.3 0.3 0 0.3 3.1 15.8 17.28 11.8 8.64 1 0 1 0.5 3.3 1 1.1 1 3.8 1 7.0 1 0.2 1 0.5 1 7.3 34.4 36.55 271, 24.73 1 0.7 1 0.4 4.4 1 6.3 1 3.8 1 4.1 1 2.6 1.5 11.5 3.2 3.2 0 0 0 1 1 0 0 223.9 168.8 10.3 1 53.6 1 1 18.8 1 1 16.0 108.7 g.i 0 N W O � N 0 0 O z00 N Z M _J 04 O w W N �F� V / W > J z LLI Q Q J i Z > U) z O W m O0 J z m � U ,--I W t � O W U Y _j w 0 ul 12� wJ coZ W _l F-I tllllllllll� U) .••� W O � LL � fY\ 0C) N u W F H G w 0 S a to JOB NO. 182150 SCALE 1 rr=200' SHEET NO. 3 11 J-�SScv02•E '1 ''. + i7s1• 28,50' Ys]"JJ25YI`�� '� 1 it .W i I EXISTINGI 12° DI WATERLINE I 1 I. 1i BROOXHILL M APARTMENTS LLC TMP 46-19B1 DB 5133 PC 445 rv1'.m 19.05 AC. -\ -- - - • - - ` >`- / ' 1 1- _ �' •• • ;-�-F �, " • .i: mac \ `t.. \ 1 _ - r•:, XISTING STREAM - - �. j ' l ! ! sY '' , `"��� \7 GENERAL NOTES: _ _ �' ® �„ \� `� �p J 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL \\ - 11, � � _ \♦. -�,= --- �:_ � . �; .- _ >` �--_ � :- ! i +( �j,�.., ',. ,, . ' ,-' %�" . i , ©\. '� '' r,�''�'��' i� DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT Gl ♦vv� �� �' PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO ' _ /� O° ( FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. EXISTING GREENWAY (TYP. � v �� :� A ® 0_ 0 0 2. A STREAMBUFFEREXISTS ON THE SUBJECT PROPERTY. SCOTT R. LINS'Z, XISTING GREENWA (TYP-) �. 1 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL U Lic. No. 035791,a _ )� _ 4SZ'Z53-f� - - - rl �♦ \ y - "_k-� '� - / INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, 10/26/20 F> EXISTING PRESERVED) _ ^ - _ _ - \� ` , f / r\ - «�'}ti� _J AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE STEEP SLOPES (TYP.) �� \� Q CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION S/ONAL E� J AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; z \ / ♦\\ \ / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE N CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED o - 0 TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES STANLEY MARTIN 'y- - --- C SERVING THE PROJECT SITE. u _ _ Z1 �s • COMPANIES; LLC�� !! lF tl fl f( �� l/ a f /F �I lL !I �. ` 4. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS o 00 \\ N4yo 9S27\� ) �:, TMP 46-19B7 0 RECORDED IN DB. 5121, PG.689-701. c DTMP P- 747 0 "- 566tip' 1 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE 0 \ PROPERTY BOUNDARY (TYP. 4o 54-22- �� -' '\ EXISTING too -YEAR FLOODPLAIN (TYP.) •p3"E • c \ 37.80 AC. O - 57\•19 0 \ ®, r RECORDED IN DB. 5121, PG. 676-688. ♦\ 42709, ..... 0 \ 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED XISTING STREAM / / \ �_ n \ PLANS AND MAY NOT MATCH THE CURRENT, EXISTING TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY 3 ♦\ \_ ♦``` �_._.r \ _ _i �_ �J VO Qp �p O� -� \ CONSTRUCTION. UNDER CO z _1 F_ Elf O \ EXISTING PRESERVED ♦\\ _ -. i -� \ \\ V) m STEEP SLOPES (TYP) \\.� \5 a L Lu EXISTING GREEMWAY (TYP.) % -� \ V / Of Y EXISTING LIMITS OF ° m �- --�� �- �: ij \\\ \ W �WOODEDTREELINE z : i' - --� �� ) �� „ii ✓ i \\` Op \ QO® \\\ce " EXISTING SWM FACILITY J lv ��- t 1 (f a ---- o XISTING RIGHT-OF-WAY /���� -- - - `\` J ♦\\ / w N 2 _ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES.� HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW S590 4' E 2o.61" �N 0 TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE 123.818' - - -- _ U / / CD COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h _ 1 I/ o XISTING 5' CONCRETE SIDEWALK / w I o STEEP SLOPES (TYPED.) � � % 0) m z } M I L=23.562,, R=15.000 A=90.0001� S59004'25.1o"E / Ch 200.000' it 1 OO �lr - EXISTING LIMITS OF I 1 - - WOODED TREELINE I / / (OD N W I XISTING 1o' CONCRETE SIDEWALK o EXISTING 1z" DI WATERLINE o \ ' \ Q - - > EXISTING STORM N59004'26. W fwn�SEWERSYSTEM MANIC RIICN L D FOR AND \ \ W1 DEDICA RCN UPON DEMAND EX. STORM WATER uANAt04Nr ACCESS 00 FROM ME COUNTY St DI PG IN) m_ -4 - `� ° ° ° U tD Z j /. SANITARY SEWER 0 EXISTING B" z 5a\ �h(D\ vv t X5794'28'W • 40.655' ♦ \ Q W U c \\ 559004'26.55"E \1 - �p ♦ 2 TI w �EXISTING1o'CONCRETESIDEWALK w Q \\\ C) � Z O _N sus - `\\ 0 i EXISTINGI7' I'I p WATERLIP..- \.. I .0 �o, - -� QO \\ W O X BLOCK 1B o XISTING RIGHT-OF-WAY z PROPOSED : �- - - - --"\ .� � `.\ 3 PROPERTY LINE N5Ww•26'IP - -` - - \ \\ f/1 ~ w > .. :,xis- s, \ •� E 200.017' EXISTING ARCHER AVENUE I C 0 CURRENTLY UNDER CONSTRUCTION , 3.54 5- N59"04'2497"\^/ SEE PLANS UNDER 89.9240 BLOCK 3A I W `I • TMP 46-19B3 Q $D B201]00117 .I CRDR 5CORPORATION I W W I DB 6011 ➢C 170, OB 510107 PC 148, DB 5121 PC 641 / �° I 'l BROOXHILL ATS LLC I XISTING 5' CONCRETE SIDEWALK 37,612 AC. CROCXETT PARTMEN= TMP 46-1981 I - CORPORATION DB 5f33 PC 445 I TMP 46-184t 1 \� 19.05 AC. d' 53 DB 5274 PC 376 \ > 2.96 AC WIDTH PUBLIC 5�u \ EXISTING ACCESS EPSEME i I. S59023'19.66"E S30036'40.34"W CONTOURS : \ " I QO \ 99.272' 10.546' O o r'S \ Qp \ u S59W 04' 14.86"E N'\ '�. . \\ a BLOCK 4A 364.494' o J o BLOCK lA Z \ �� \\\ Q > EXISTING 8" ffi v SANITARY SEWER' \_ a m ! EXISTING FIRE � ♦ c HYDRANT BENCHMARK I � O ` xnRIABCE MD,e I I STIR TOP=44z.4o EXISTING 12" DI ,,, , O -• ORAiM EAs[uixl IJ WATERLINE - -- 08 592t, PG W+-6 �5 ;EXISTING STREET 44.026' 219.78 L-13264' p w, i - K = o SIGN _ _ I is 5590.04,�4.58„E - - ,.�' / �, _ - a En -- '. JOB NO v SALAMANDER STREET (PUBLIC ROAD. D.B. 5274. Pc. 376) 18215� -----LaS'EICiK AVE --- 58' IMDE - SPEED LIMIT 25MPH - - - o { XISTING 5' CONCRETE SIDEWALK N i_ _ _ w __., - - - - - s9•oa'zs IC SPALE xs9 ons-w - - t1187 - - _ - '-\ _ _ _ N' 644.90�"W o 3" 60p 120 / SCALE ° - Xsen.'2swRssse• --;. --. >` ... _ ° �j rr U r �� + H z0 ACSA WATER EXISTING SALAMANDER STREET ns 7s \ L=111.71' " - - a, SEE PLANS UNDER 8J OGLESBY JR T "�2 ^ R=309.50' m' __ e ( ( I r ; uEMX, HEJTMP BB 18E T �, SEELCURPL 80011 ENTLY UNDER CONSTRUCTION HAUCH, CHARLES R & BLOCK 6 1r� 1 '� - l4J C 51IPeT No. a BLOCK 8B DB 5295 PC 10.76 AC. S BLOCK 19 P 46-IBEI DBM5295 PC 636 i / ��� 1 inclh = 60� ft f ` O 4 �\ :.•.•:•-:••:...•.''." !"""".y'':"""'••v. ": � � .�,"•.. "".. '-.; "". "....`, � ;\ ". '.,, '.,,.off: -" .... .��' o �� o 1 �- � �-'. �, • " " BLOCK 9 - " '� a � 1 '-" " " y - , - _ . " " " � " - l O 0 SCOTT R. NS7. Lic. No. 035791.n ��' a /20 kQ IONAL ---------- --^' `.--- ```----— ' 1 ``—`` /..��. �, y' /L ' - " J " ,' y "" ," "` " ,' • �.ir.�T— " "' " '� v y y. \ '" " " • .\ \♦ " ' " 0 o0O00 — 0 . � 11 PROPOSED APARTMENT \ l BUILDING #3 \`� �i'-`\ \ \ / :i o I (4 STORY `. ..'.. �` _- �`. �a QO r : ; :: O o J +� rr 76UNITS) `� `\ 00 \ \\•ice n (~ f -------------- rA Cr ~ - -- ------ W L� ♦ QO W 11��17 PROPOSED \ OO ~ ICE RINK \\ a SWM FACILITY \ ■ 850 SF) \ Oo `. -------------------- ---- -- o 'I _ W 0 i ^' 4-1 BLOCK 4B v s -- - - F ~' Q o X m _I Q FUTURE a�44,_ FUTURE �� O° 3PAC� L9 M fU' IIC 1 FUTURE f; BUILDING _ I FUTURE FUTURE ` i N W PROPOSED BUILDING BUILDING iV (0 C:) _APARTMENT BUILDING #2 - - (4-\\ O° STORY N / N ' \ 66 UNITS) - O — - — — — — — — — --------- ----- -- - ----- -- --- - \♦ „ •. EXISTING - BUILDING \ ``Op `�� _ FUTURE ..� J STELLA LANE ; BLOCK 1B (� — D (PUBLIC ROAD O L __ W - - -- DIN-- --5-1 ---------n-- - - -----5--- T!M _ _. 1 O PROPOSED Y i APARTMENT BUILDING#1 co U - - - (4-STORY `- O FUTURE Z = TI J \: 68UNITS) k FUi'JItL BUILDING (� m I L•: a` HIILDIN , r' J w w 1 >O l ulU) m � BLOCK 4A 1 - -- k Y FUTURE J ~ O BLOCK lA LUBHOUS w o O FU U T F Q LL -POO C) AP RTM 'NT BL ILDIN S A ARTMENT BOILDI O N •I: ------- ------ ----- --- -- ------ ----- ------ - - ---- - -- (i UNIT) - UNITpj---- I C::)— (0 > O __ EXISTING z SALAMANDER STREET _ I _ a (PUBLIC ROAD) JOB No. .. �\ / 182150 BLocKee CEMETERY GRAPHIC SCALE SCALE so o ao 60 BLOCK 19 V' �' SHEET No. ( IN FEET ) -� I 5 I 1 inch = 60 ft. I e!I� ' 4 EXISTING STREET TREES ALONG ARCHER AVENUE PROPOSED EGRESS L I I 1 1 1 MONUMENT SIGN--'-,', i J ' I I I I I EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION I t SEE PLANS UNDER SUB2oi7ooii7 18, F/C-F/C F/C-F/C 16' 15' 16' E/P-F/C MEDIAN F/C-E/P BLOCK 4A s, 93' R/W-R/W . T"-•. II PROPOSED SMALL FITNESS X RYP ) CENTER AND CYBER CAFE ON -' GROUND LEVEL (2,650 50 PROPOSED FUTURE FUTUREJILLIL PROPOSED MAIL KIOSK O BUILDING BUILDING APARTMENT BUILDING #2 (4-STORY - 66 UNITS) " -' --PROPOSED PROPOSED PROPOSED PROPOSED STOP SIGN (TYP.) --- � ------- -- 2O - -- _---_---- RIGHT OF WAY 8'x20' PARALLEL SBIKE LANE TRAV LW PARKING SPACEA ------- ----- ------ -- �- - 1-- f 5' SIDE SETBACK - --- ----- j _ - - - - - - - — S IGH TDISTANCE-iB --- N Wd n51GHS015 Na •d ,_� �� _ri 0 Q w w -= " I.X SC)TT R. NSZ Lic. No. 035791 p'n p 10/26/20 4e MATCHLINE BLOCK 16 - - . . . . . . . . . MEN MEN � SEE SHEET 7 — . . z 0 J STELLA LANE - PRIVATE STREET a oa 109' RIGHT OF WAY w W 51GNTo\S�PIjCE=2$O Z u) co o a DST AN�E- 80' " t.l Lj CJ� S - H - -T- - ---------------------------------- -——————--— ----———————————————————————————— —--————--—--————— — --—-- -L:�� ui PROPOSED ' RIGHT OF WAY PROPOSED z , PROPOSED STOP 5' BIKE LANE SIGN (TYP.) TRAVELW o: PROPOSED FUTURE FUTURE FUTURE APARTMENT BUILDING #1 Oj 1 t BUILDING BUILDING BUILDING (4-STORY - 68 UNITS) X Y m io.41 5, 9 10.4' rl ® P s _ o PROPOSED 6' CONCRETE .., SIDEWALK (TYP.) N w O ip PROPOSED PARKING N LOT POLE LIGHTS (TYP.) PROPOSED Ili;its►i7���������flil���lr{►�7�1f/eA11 GARAGE _h //►. I' ...... 1 r. PROPOSED V.. PROPOSED. Nm",\\ I 1"o, RAVELW Ala bl k is 11�/,j I'd Wl(� .s f A Aii t4� pp ME mod PROPOSED PROPERTY BOUNDARY (TYP.) 0 .� 1 1 1 1 1 1 1 1 I I 1 I p 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 I I 1 I 1 I 1 1 I I I � I 1 I ' 1 ' 1 '- 1 1 1 '- A p 1 1 11 1 A p A p , 1 p I I I 1 I I I 1 1 I I I I 1 O 1i. -T i 1 I I ' ; _y T _J _T J -T _J -T � -T _J _T EXISTING APARTMENT EXISTING APARTMENT j �UILDINd ( L------- ------;-----,-- - - ----,---;------;-----;------ ,18 UNITS � - - -----PUILDING ------;-----;- -----;-----;---- �14 UNITS _ a I I I s I 1 A R A 1 1 1 I I I 1 1 I EXISTING STREET AND STOP SIGN 4. r Lu EXISTING { �' Z Q z > uj EXISTING 5'CONCRETE SIDEWALK 3 SALAMANDER STREET a Tp15TpNCE=zBo u (PUBLIC ROAD) N LL n w 'SIGH X w -J LL w �- EXISTING5'CONCRETESIDEWALK PROPOSED STOP w 2 � SIGN (TYPO) �' - - - - - a " I r 'k k :,1' EXISTING STREET TREES 3" DISTANCE TO NEAREST INTERSECTION = 235' ALONG SALAMANDER STREET I EXISTING SALAMANDER STREET I CURRENTLY UNDER CONSTRUCTION _ I p� BLOCK 86 SEE PLANS UNDER _' SUB202800115 JIL-_. I .I ' L I I BLOCK 19 r7�. r' �41 PROPOSED PROPERTY BOUNDARY (TYP.) AREA OF MILL & OVERLAY ED INGRESS/ PER VDOT WP-z LOCATION BLOCK 6 GRAPHIC SCALE w 4 =s w ra ( IN FEET ) 1 inch = 30 ft. N I w O N 0 N O 0 ti zCY) N Qz MINEENE CAM J It N W 0 W0') N Ln ~� WQ J W Q FU J CLUB Cf) MINEEME W0 z � z O Q J � M d z = w U W Y U w ~ 0 IJ ul U) m I- z w J CMINEENE O T J Lu W J L CDm 0 CD N \ w J \ \ w O w d Ln JOB NO. 182150 SCALE 1 "=30' SHEET in. 6 ♦ ! �_ y y,TH Ov, , � BLOCK 11 y y o ANC y m SCOTT R. IRS ` XISTING STREAKY u Lic. No. 035791 Z EXISTING GREENWAY (TYP ♦ y ♦ V \ .v J 'ono 10/26/20 4� ♦ y J y �sS70NAL �1 \ y y ♦ PROPOSED /APROPOSED GARAGE 7 ARTMENT BUILDING #3 PROPOSEDTRASH (4-STORY COMPACTOR \ 1 -7 UNITS ` PROPOSED VDOT STD. CG-z ` 0 w SEE DETAIL ON SHEET io� ♦ a So R o in z J 5 I b o, p ¢ lio.4' ! 9 a n LU ii to (~ 3.8 3a.8 u.8'.io.y 10 p ., r:. ¢ �� _______���� �..j > z _ �, a;,- �ti d• D Q a 10 rP-�Q P y F' 9 p a ��� �` U) al VuI ~ PROPOSED O CONCRETE k P. O .; O ro X / a0l - SIDEWALK (TYP.) n > _ O. w , 5 � x - i m M � / 18, ' A' ° P. F C-F/C F/C-F C PROPOSED HANDICAP SIGN SEE DETAIL ON SHEET io PROPOSED PARKING = PROPOSED N I& 15' 16' �� ~ LOT POLE LIGHTS (TYP.) 15 /,` ICE RINK EXISTING w N PROP05EDVDOT STD.CG-Iz n w SWM FACILITY E P-F/C MEDIAN F/CEP > SEE DETAIL ON SHEET io Q (31,850 SF) i o 0 9' PROPOSED BIKE RACK (7 SPACES) I • P SEE DETAIL ON SHEET io 1 I PROPOSED HANDICAP SIGN t 9 ' > _ _ 1>2H _ _ SEE DETAIL ON SHEET io _ �a I t I •I �I R PROPOSED O �' q' } /%' a'\ } PROPOSED VDOT STD. CG-iz I PROPOSED VDOT STD. CG-a Q SEE DETAIL ON SHEET io �' I• MONUMENT SIGN Cn v~i , SEE DETAIL ON SHEET io ♦� 3 PROPOSED 6' CONCRETE > SIDEWALK (TYP.) ,� \ ti PROPOSED STOP ( �, Q C J _ CY) Z 0 I SIGN (TYP.) Q sP H Q s• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z 0') Z �O F- F w vw .� rr/ 916 •+ a yob N w �oR ` ® N g p, SS Z Q Lu N z m -1,110 ��i Z 5 X 10 O N ' _ y� ryOQ J CC 0 BLOCK481 ���• - �Y� _ �_W _ —W �w X Lu n a Iv > n > PROPOSED VDOT STD. CG•2 N W w w •h w Q Q SEE DETAIL ON SHEETio O �� za ' 23 9' 04 V 1 0 9 P. z v \ _.. Z ul PROPOSED INGRESS/ l �`\ ` \ 1 i ,J R AT N 26' 9� a v w EG ESS LOC 10 IY' Ln z TRAVEL^Y`; 9 © \ �` ;� \ p N ©3 w < o O N Q a ,� !p ¢ J PROPOSED HANDICAP SIGN PROPOSED 6 CONCRETE PROPOSED VDOT STD. CG-z 3 SEE DETAIL ON SHEET io SIDEWALK (TYP.) n > SEE DETAIL ON SHEETio n > H� PROPOSED VDOT STD. CG-3z . PROPOSED PROPERTY O) _► ¢ ¢ �� /,. ,�, H ,• F BOUNDARY (TYP.) w SEE DETAIL ON SHEET io p��� 9' PROPOSED PARKING r EXISTING STREET TREES / LOT POLE LIGHTS (TYP.) .+ � ^ 23 ALONG ARCHER AVENUE 4`Y, PR GARAGE ' OPOSED� ( P. - O O zo 111 � \ h� © Z - _ - Lu TZ 9' v d 23 v Q YP a �- - 0 b 07 vwi 3 N �- - 3 - PROPOSED PROPERTYLu ~ - a} '" Q _► n Q BOUNDARY (TYP.) 2 66 EXISTING ARCHER AVENUE d0, q ~ dp O i CURRENTLY UNDER CONSTRUCTION • F' — SEE PLANS UNDER - ,; i y _ , 11.8' n.8' 11.8' io x a ® Yp I •` /' - _ _ _ - j 4J w MM SUB201700117 u io. . O t• r!� — W - �� ul FUTURE W BUILDING W J r PROPOSED SMALL FITNESS k �� 2 CENTER AND CYBER CAFE ON (TYP•) \ . GROUND LEVEL (z,65osf) PROPOSED FUTURE FUTURE U PI F — I ROPOSED MAIL KIOSK O BUILDING BUILDING � c a 1 - ' J � O APARTMENT BUILDING #2 f (4-STORY - 66 UNITS) -- ______-- / � O�.�/ / PROPOSED PROPOSEDSTOP ----. - ------------ Q \ - J L.L ----- �r1 LL PROPOSED .) zo O \� RIGHT OF WAY B'xzo' PARALLEL PROPOSED SIGN (TYPTRAY LW , _ - LJ 5' BIKE LANE _ _ PARKING SPACE - �.. ,J 0 i--- 5'SIDESETBACK �, � �- - - -- - - -- -- _-_ ---------------------------------------- --- - -- -----------------------------"-- -- e PROPOSED -a--�- MONUMENTSIGN ---- — s - --- - E,2Bo a a SIGHT DISTANCE=zBo' -------0------------ w UJUj 7 o w w JOB NO. PROPOSED INGRESS/ - - 1st hy� 182150 EGRESS LOCATION --'- MATCHLINE -- " - GRAPHIC SCALE SCALE BLOCK 1B 30 0 25 30 � 1 ,r=30' - " 3 SEE SHEET 6 : - STELLA LANE - PRIVATE STREET ti�Q °sp " -- SHEET,,in. m W N >_� 109' RIGHT OF WAY 0- a �6ti11D\S�PNCE,zB° ( IN FEET) % ---- N ~ o Q 'L °N° w 1 inch = 30 ft. I ' • t i 7•,' '. PROPOSED 8" SANITARY LATERAL 1 1 FUTURE FUTURE iH 0 I\ •, t ' 11 PROPOSED l t BUILDING BUILDING i > I APARTMENT BUILDING #2 PROPOSED 3" WATER LATERAL AND i. METER VAULT (4-STORY - 66 UNITS) 5 I .' - _ _ - - �i - SCOTT ic. R. No. NS7 035791 PROPOSED 4" FIRE LINE -- �- -------- - 10/ 26/20 R� .�� � � :• ' �` "-� ASS .t'.' /ONAL En LL `yy ti I __ _ k __ k - PROPOSED WATER IN - - - SIP _______ I I L_____ _� PROPOSED TYPE A - - - I BLOW -OFF ASSEMBLY I�PROPOSEDzo'ACSA I- -- ---- -f"---- -- -- - - - --- l " MATCHLINE F l r I I ' - - ------- -" TIE-IN TO EXISTING : m m .B UTILITY EASEMENT - zz"DIP WATERLINE SEE SHEET 1 -' Z 0 I - — I 1 J --• ` `—' ..�.�.— — - <------ 1 1 I 1 I PROPOSED 8"PVC - Z LJ ----------- SANITARY SEWER o z w \� • 1ui _ I' _ PROPOSED FIRE HYDRANT 1 �• / ASSEMBLY w/ i2"x8" TEE I • p ----------PROPOSED4'IFIRELINE --- 1 ------ -�-- --1 - ---------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / • ah 1 yy / X'X / I ` PROPOSED PROPOSED 3"WATER LATERAL i.S" APARTMENT BUILDING #1 AND METER VAULT 1 I I l t FUTURE FUTURE FUTURE I 1 I BUILDING BUILDING BUILDING (4-STORY - 68 UNITS) k 1 • •Y-; I I I o N .� I•� � - I � l,. � � - 1 I F � N N_ I I 1 a I t 1ice' I I iI 1 I 1 �► 1 I�PROPOSEDzo'ACSA 1L9 0) � �' ( ! UTILITY EASEMENT ; I I vi 1 Iz i� 1 t 1 N Q II 452 = = _ M i I I �. I 1 / I t f .j LL PROPOSED8" SANITARY LATERAL I I -/ Nuj EXISTING 1} MH-SAN-zo-�; ; I PROPOSED iS" HDPE STORM SEWER � 1 I 1 1 1 1 I I 459 PROPOSED8"PVC PROPOSED zo' SANITARY SEWER � DRAINAGE EASEMENT / � i � O CA 04 �4 / _ N tL-L V n Q / '.X, t `! .a` ;' ♦ / 1 I 1 LL _ ill — �� . \" Ir-- �� — v - _ ♦ ♦ J W BLOCK 4A EXISTING 8" —TA' '-- qr_ - -- - ---- - - --- - -- - ---- - - -- 1 1 —rS _ - / --------- - --_FU CLUB w Q SANITARY SEWER - 1 - - 1 - - - __- - --_= - _ _ _ - - - _ _ BLOCK lA - — _ — — — — — — — ---- 1 PROPOSED PR aecT BOUNDARY ---------------- ♦ i / ----- - Lu � Q �--� ,.a/ C)/ a _ . •� III U EXISTING FIRE I I, I I I 1 I , 1 I I I1I1 1,Y,A1 1,1 ' � IIV I �t EXISTING LH 1 HYDRANT ._. MH-SAN- z � , Q T----- - ----- - -- ---- ------ - -Tof - EXISTING yMENT rII1,II EXISTINGL,MENT w O i UDA� UDAGEXIS D."I. I• INE EXISTING 8 0 N I TS ; 14 TS - ul7 coWATER MH-SAN-ig 448 -i I I I J p, - LLJ - - - LLJ _ • r y j a Z Q / ---_ EXISTING FIRE t�7 , \.. -- --- % ------- _ - -- LU Q ° 1I HYDRANT EXISTING J w � En Luv BENCHMARK SALAMANfER STREET _"-_ _ � O_W LL RTOP=44z.4o t.�}.•� (PUBLICROAD) � EXISTING u" D.I.UZ � - : WATERLINE 1 CL- _ _ _ _< - M / a --, - - C: _ - O k I 0 w w I I `'. I I I BLOCK 19 BLOCK 6 JOB NO 182150 •� I I 1 —� /( GRAPHIC SCALE ALE SCALE " /��� ;0 60 1"=30' II i SHEET NO. y• I ( IN FEET ) '` ,I r3 1 inch = 30 ft. 8 OF .I s \ , j PROPOSED WALL ' ` \ O EXISTING GREENWAY (TYP.) SC 7 ` (MAX HT=8') EXISTING STREAM Li.n r No. 035791. I. I - � ` 10/26/204e /ONet. I I I \ I w \ I I I PROPOSED WALL (MAX HT=8') PROPOSED SEGMENTED t-- PROPOSED � ETAINING WALL ly APARTMENT PROPOSED20' ♦ ` (MAXHT=6') BUILDING #3 DRAINAGE EASEMENT PROPOSED 15" HDPE \ \ (4 STORY PROPOSED8" STORM SEWER SANITARY LATERAL�.� I 76 UNITS) < \ o J ' k — �- I z w Co In (~ Cr �-40 r46E ui 10 \U I// �V I// ��- go - -- ♦. = PROPOSED EXISTING N ICE RINK W N I SWM FACILITY r 1 (31,850 SF) o N 1 PROPOSED 8" ? 1� SANITARY LATERAL 1 PROPOSED WATER LATERAL t PROPOSED 3" WATER AND 1.5" METER VAULT p.' ATERALAN AND 1.5" METER VAULT ROPOSED 4" FIRE LINE PROPOSED4" FIRE LINE /// I I 1 ��� 1� - �/ of 1 \ � I I 1 PROPOSED8" I I _ `--- ---- ---------------- --_ DIPWATERLINE I I -------------- ------------ -- - 1 I I • y+� - - A to I ��l L4 - 'I I r I . . •; -//, �`,., '//, t , _ ; � PROPOSED TYPE A O BLOCK 4B - _ _ _ _ ~ T— ♦� BLW-OFFASSEMBLY L.L 1 N — — — ----- ---� — -----— — — — — — — — — — — ypu �--------------------fit-------------------------- CATIE-INTO EXISTING 22"DIPWATERLINE x • ' ROPOSED o'ACSA I PROPOSED FIRE HYDRANT 1 04TILITYEASEMENT I ASSEMBLY W/12"x8 TEE I: Z Q — ./r.. \` PROPOSED8"PVC ,S� j \` J Q w z i PROPOSED POWER PR POSED FIRE HYDRANT SANITARY SEWER j 1 PROPOSED PROJECT \ > Q H Q TRANSFORMERS AS EMBLYWI22ox8"TEE I j I�� 1 BOUNDARY U PROPOSED 20 ACSA _ V1=_ z z - w � 1 -6 w U CO - — - - — I UTILITY EASEMENT 1 -\ "� - - - - w H� - — — i of d 1 ~ Q -- .. . .. . .. . . .. . .... 1 L9 _j 1 66 = PROPOSEDIS HDPE j STORM SEWER TZ PROPOSED 2o' DRAINAGE EASEMENT � ;i I Q • ~PROPOSED 8" DIP WATERLINE LLI EXISTING 12" DI WATERLINE I k 4j • . - FUTURE W BUILDING LLl 1--1 PROPOSED 8" SANITARY I FUTURE FUTURE I PROPOSED i BUILDING BUILDING z.; \ APARTMENT BUILDING #2 PROPOSED 3" WATER LATERAL W O e 1 (4-STORY - 66 UNITS) AND VAULT I - j O - -- - - - - ---------------------------------------- ------ - - - - - .J oc PROPOSED 4" FIRE LINE i j Q �J M • -- ------ - -- - CD-1------------ ------------------------------------ ------ - - --- If X--------- _ ---------PROPOSED ' SSF I _-DIPWATERLINE G w / - --- ------- ----- --J L----- -i PROPOSEDTYPEA _ jl I 1 BLOW -OFF ASSEMBLY -------_____ a U) JOB NO. TIE-IN TO G MATCHLINE -- ---- I ----- ---- -' 1 0 rt - - I r , I EPROPosED2o'AcsA GRAPHIC SCALE SCALE BLOCK 16 UTILITY EASEMENT ""'" 12" DIP WATERLINE I I _ go o u 30 5a „- , 1 SEE SHEET 8 I I I I =-- -" 1 —30 SHEET NO. t I I PROPOSED 8" PVC ( IN FEET ) SANITARY SEWER 1 inch = 30 ft. 9 e NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OFTHE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. vid. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPAR7MENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 77-IE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PiPE DISCHARGE MUST BE RETAINED WiTHIN THE PUBLIC RIGHT -OF- WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMA7E. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TiME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, lT IS DEEMED NECESSARY. WHEN GUARDRAIL 1S REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO 7HE FACE OF GUARDRAIL, AND ROADWAY SHOULDER KID THS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN7AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WID774, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS 1S SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGiNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECT70N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDiT70N OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WiTH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATI0N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHiCH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD 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 W1T74 THE VIRGINIA DEPARTMENT OF 7RANSPORTAiON SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA CEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. lF 7HE 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 COMPACT70N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR /// PRiOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 77-IAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE /S APPLIED PRIOR TO 60 DAYS, 77-IE PUGMILL REQUIREMENT WILL APPL Y. 5. 7HE USE OF AN AGGREGATE SPREADER 1S REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRiOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENTS POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN 7HE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPOR TA 77ON MAY BE LOCATED W17HIN 7HE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECT70N TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 7HE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFiCAT70NS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE iS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZAT70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT iS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. & UNLESS 0774ERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). CC-12 Mn,COMIOHETEIS O CURB WANTS CONSST OF THE FOLLOW HYDRAULCCEMETSIDEWALK WKTs MVXAREN SQUARE YARDS) GENERAL NOTES IL�CzaR FEET) DETECTABLE WNBEJO SURFACE AREA IN SQUARE YARDS) L SHALL BE DETECTABLE WARNING SHAPROWEO BY TONCAIED DOMES. EACH OF THE ABOVE ITEMS 6 A SEPARATE PAY ITEM ARE SHOLD 2. EIECIABLE BANNING SHALL BE FROM RE MATERIALS APPROVED LIST FOR E SAOARE➢ FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFAES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAP III SEAS TIREBEWRENNTS OF THE SPECIALIgOv5ON FOR CC-12 DETECTABLEa MAX SPECIAL DESIGNACg AND SHALL FOR. AREPRO4 SUBMITTED TO M sTMIDRD$ AND J. SLOPING SIDES OF CURB RAP MY E PDMO YDJ UM"Y WrtH RAP `• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION AONt WFH MOUNTED MARS. a. P RAP MOOR 6 PRECAST HOLES MUST E PROVIDED FOR DOWEL BAYS W B THAT AOAONNG MAIMED SOLS CAN BE CRT N PLACE AFTER PLKEWNT O PRECAST RAP FLOOR. PRECAST CONCRETE SMALL E CLASS A -a. S. REQUIRED BARS ARE TO BEW.5 X e" PLACED D FCENR TO CENTER ALONG TYPE A MTN SIDES OF THE RAP FLOOR, MG-EPRI E RAP FLOOR. MI PERPENDICULAR CONCRETE COVER Y/j'. 1. CURB I MB NC GUTTER SLOPE TRANSITIONS MAIACDT TO CURS RAPS ARE NCLUDED IN PAYMENT FOR CLIMB f O1LB NO GUTTER. 5'LWN I. CURB RAPS ARE TO BE LOCATED R SHOWN ON THE PLANS OR R DIRECTEDD` NOT BY TK ENCINI THEY ARE TO BE MOWED AT NEIOIB M TERCTER a", MANY N ACCESSIBLE ROUTE WHT1N THE RIGHT OFWAY OF HIGHWAY FACILITY CROSSES A CRIB REGMOLE55 OF WHETHER SIDEWALK 5 TIMING. PROPOSED, OR NONEXISTENT . THEY Y6T E LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SOWN ON MANS OR AS DIRECTED By M ENPEER.AD SHOULD NOT TYPE B E LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT MES.FRE _ PARALLEL T R Is 1. K ROUTES v A CONTINUOUS xYDRAR S, m NC , E C ACCESSIBLE RE 0 CS PROWE M.L, ACEWSEOEBVOPWNTSROOFFF A FtMEN �0.1TYi�M�TSCAANN RESISTANT SLAP OAaiD, ENTEREDTM Tli?i11ppPIq,R�I"FCIHI�RIyIi M?II Pi i1, TipIiS�II fB11+4i�6 B. RAMPS MY E HIKED ON RADIAL ON IANGENTML SECTIONS FRONDED THAT 1i111, r,1t �!�SIiI'�,I 41 Y �H� I 1 TrE CURBOPEIBK, 5 PLACED WITHIN THE LIMITS ERE CROSSWALK AND 7 � _ THAT THE SLOPE AT THE COWECTM OF THE CURB OPENM 6 OH�i`A PERPENOCLLR TO THE CURB, 5' W x MITT, 9. TYPCAL COORErt SQW K IS a" tIDCL WREN TIE ENTRANCE fl ICAMOT ACCOMMODATE THE NTS OF ENRN'V TRAFFIC RFERTO STANDARD CG-U CCIA ENTRANCE AT2NO[R THAN TRUCK )AMFGI FOR CONCRETE EPTH. OF OAVEIENT »'. TIE NICURB MMM RAMPS WD n ARE USED IN SNAIL E THE VII,OM OF TW "SHAMED USE P"SLAIR PAIR At xx ,sNIE R TOP O OJRe N. *HER ONLY A6 WO ONE CAB RP MOWED FOR TCR09BNOSOAi LONAH, TYPE C A a'X A'LADAYC ARE SHALL BE MOWED TO MA UWt A WHEELCHAIR PARALLEL i PERPENDICULAR INTO THE CROSSWALK WTNOUT GONG INTO THE TRAVELWA'Y. THIS a'. a• LARDING AREA MY INCLUDE THE GUTTER PAR. C. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME ), 0 OR AT ENTRANCES OR STREET CONNECTORS THE DETECTABLE gom ;C WAYNNG SUSAS SHALL HIVE A FACTOR'! RRR6 m BF iELO 0 0 0 O O i-MODIFED AS RECOMENOED BY THE MANUFACTURER 10 MATCHTIE BACK DF CLNB. ry DOD D ODD 0000000 000 00 0 0 00 O 0 0 0 0 0 0 0 0 000000000000 0 0 0 0 0 D 0 0 0' 0000000000 A TEAM a"G SEE NOTC 12. I VAYIABLE FLLl WONT OE RAP FLOOR TRUNCATED DOME I- PAY Lu s �+ DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVoor CG-12 DETECTABLE WARNING SURFACE SPM:Ea ROAD AND BRIDE STANDARDS SHEET I OF 5 REwION DATE (GENERAL NOTES) Bs 0]/6 CORONA DEPARTMENT O TRANSPORTATION Too NOTES, THEM MY E PEC,VST m CAST N PRICE 2 COMCETE TO E CLASS N F CRT N RILE, .WO Ps r wEGRT. J. QIB ILNNc A RIODS OF JOB FEET m LESS OF CURB) Wu E PAID FOR R R OAL CURB. A, THE DEPTH OF DUB WAY MUCH pEEAERpEOKXDyGS r mGN TN.T � 121WIN MRBOTTOLRR OF CAB Wll CONISE WTH THE TOP E A A' PAWMENNTIpS,pTR)CA1SOEygNN @DFLEiYWRSEE, DFHEE MOASASTWMC QNWM PBE RTO•' .CR.!LMERSO[MS Tu e .ANBDO fCl CD-• A6yD A V TK VCOT IDAS asm IVIeIALI.�!tN THE YCDON m DR WAIL SrMBAD0.0 ..a : LAA.e R BASE EFOBNE STANDARD 6" CURB ROAD Ab BIDE srADADB W6 Ransom M1E SEET 1 DF 1 Sle WWRRA DRNFIIOFE OF TRNOPMAYM N1D1 STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGIV LOCATION (VAN) LOCA ZION SIDEWALK o6 III, FACE OF CURB BUMPER - BLOCK 18' PAIN 4-4- PAINTED PER VDOT STRIPE SPEC. MIN. MIN. MIN. (TYPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE. NO SCALE NO PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS e HANDICAPPED SPACES SHALL BE IDENTIFIED HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRAPE SOUS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROHDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN HELL BE ALUMINUM (PAINTED WHITE) WTH GREEN LETTERS AND INTERNATIONAL WIEELCNAIR SYMBOL THE CENTER OF SIGN SHALL BE AT LEAST FLUE (5) FEET ABOVE GRADE. BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED Qv STEEL POST I-1/2' o PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 f100 - i500 FINE FlNE HANDICAPPED PARKING SIGNS NO SCALE TOP OF 4 / 2" R CURB ... 4: '.• a 7- 6" 1 6" L 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 2" LI w Z O VD 20 0 W kD ED ODIC o �I N aw NO cc 12 NOTE: COPCHENTS O CRAB RAPS CONSIST O THE FDLLEURG C"I ORMU13C �'EOINI RESEEM a^DWCCTH IIINCHES, IMEAR FEET)AREAN SAME YMIT151 GENERAL NOTES: DETECTABLE WARNING SURFACE (AEA IN SCOAYE TIMID 1, TIE DETECTABLE WARNING SRA1 E PROVIDED BY TRUNCATED DOES. EACH OF THE ABOVE »YS 6 A SRARRTE PAY ITEM TWO SHOULD 2. ET[CTABLE WARNING SHALL E FROM THE MATERIALS APPROVED MY FOR BE SWYAlE2ED FOR [ACH CURB CUT RUMP. IREEEWWnWNTS THE SPECIAL PRODUCTS NT FOR ED M-12�DETECTABLE SIDEWALKI MX RAID FLIT YAK SWPEC IL DESIGNSECTIONFOR AAPPPROVAL. i0 THE STANDARDS AND ` 1 MOOR OR ByOPIAD OF USINGGPPUYMSSBLE CONSRAMP MY WE TRUCTION 10INT WITH EOU EO EMIL Y a. F RAP FLOOR IS PRECAST HOLES MUST E PRODDED FOR DOWEL BAYS SO THAT ACA00010 FLARED SUES CAN E CAST N RACE AFTER PLACEMENT OF D:1 NULL M MT RAW FLOOR. PRECASI CONCRETE SHA.L E CLASS I.. TYPE A S. EOMIED TARS AYE TO E No K SI PLACED TCENTER TO ENTER ALONG MTN SAES E IRE RAW FLOOR UD-DEPTH O MR FLOOD. MHWUM PERPENDICULAR camcerTE CDvPR F/i'. B. CW I CURB AND GUTTER SLOPE TRANSITIONS AAACEFT TO CURB BUMPS ARE INCLUDED N PAYMENT FOR CURB J CURB AND GUTTER. T5'MN I. CUB RAPS ARE TO E LOCATED AS SHOWN ON THE PLANS Oft AS DIRECTED O•� R ACESSBLE ROUTE N11NN THE BY THE ENGINEER. THICIF ARE TO BE lO MOWED �TERSECnONS FACILITY WIEIREVERAN CROSSES A CUB REGARDLESS E WHETHER SIDEWALK 6 EMTRIC. PROPOSED. OR NONEXISTENT. THEY MUST E LOCATED WITHIN PEDESIRNN CROSSWALKS AS SHOWN m PLANS m AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B E LOCATED BEHIND VEHICLE STOP LN EXISTING LARDY POLES. FIRE PARALLEL HYOIMI TS DROP WETS ETC. ACCE ROUTES PROVE A CONTNUOUS Cy �EBEL°t�S FAE MIN 'WDCEm THAT6CAANN TBE RO�MKCTM D.. EENNTERm L IBI RAPS MY E PLACED OM RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT )+,ilg2yFpn +fVH)by kF'';�N.d4 tl THE CUB OVERDO IS PLACED WITHIN THE LOTS E THE CROSSWALM AND THAT THE SLOPE AT TYRE CONNECTION OF THE CURB OPENING 6 1TIHN� nn�K P[RPENDDLLAY TO THE CURB. 5. Y x x�Y L TYPEAL CONCRETE SIDEWALK 6 a" THICK. WHEW THE ENTRANCE RAOCANNCT S- TRUCK TAWA ITEM TO STANDARD W<CO�-UPCOMMERCIAL RCENTRANCCE ATITO HEAVY A� � TRACK +RKFGI FOR CONCRETE EPA(. AT X .2' HiGAWW THAN Too O PAWNENT O. WHEN CURB RAPS ARE =0 N CON 1100, WITH, A SHARED USE PAIR AT XX ,SAE R TO' OF CURB i TN i WIDTH PATH. IOC YNWM WD 41N.L E HE WID O FNE SNMEO USE n. WHEN IDLY DIE CURB RAMP G PRODDED FOR TWO CRO TSMGS (mLORL). TYPE C A a'. a'LA M AEA SHAL E PROVIDED TO MADAIST, A WHEMCHAR PARALLEL V PERPENDICULAR 11 N WITHOUT i T TRA Y. '. A' KID HE AREA MAY AL LU ET COAL INTO HE VELNA HMS K LND•D (AEA MY INCLUDE THE GUTTER PR. M ALL CASES OUNCE CUPID PAPS NiCRSEtT •RADIAL SECTOR O TRUNCATED OpE CURB M ENPRAVCES pl STREET COMCC A THE DETETC=E 'B•-2'A- C-C WARNING SUFACE SWLL HAVE A FACTORY RMA6 W E FELD O O O D O -MOOFED AS RECOINCOEO BY THE MAAAACTLMR 10 MUCH ,K BM}t OF OA& ♦D 00 D 00000 DD 00000 0000000 'E LAIONC RAM + Li 000000000000000 e O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O D 0 0 0 0 0 0 0 0 0 0 0 0 0 P O D o 0 o 0000000000 I 000000000000000 DETECTABLE ACK a WMAYIBIRGING O •-1 a• SEE NUKE 1L I VARIABLE FULL WIDTH OF RAP FLOUR PAT LRPt5 DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS NAIL DETAIL XVoor CG-12 DETECTABLE WARNING SURFACE 5uk� ROD) ND mI STANDARDS zHEEI ,v s REDvoN DAM (GENERAL NOTES) a5 O1A6 vApxlA DEPARTMENT O TRANSPORTATION ]o] 20X.OB NOTESt L �»tp6pIEmTE MY�EQRAE¢um m w N nAlx. R' A000 PBI IroPRL+& M E CRT N PLACE. J. C09EATBN CUB • OTHER MV A RAGAS p E�amE1°RPoI�'R�PL'�LToI$MFiEoi`i�D L gryvr %I mW PM li TW PAVEMENT. Y.A r0ONE4 MO ro TIE TO, THE SLOPE Do" E 6 p6E B� ED EON RR/D6�AYY"d.bAEq�TATI�M � R " �ONEIOM� IN 11E ECTON 0 cal D S • M _ e I N • e D e D N A AT TTE OPItlIN OF M COMTRADrm COMBINATION 6" CURB AND GUTTER RDD AD smaE s ADAYm R REVm1N MTE SHEET 1 O 1 00e VIRGINIA DEPARTMENT OF TRABPmTADN 2m.m REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL 'VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE r--- TOPSOIL AND SEED T 0 I 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES (5' MIN.) 4" CONC. 3000 Psi MIN. 4"" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM-9.5_� SURFACE COURSE 4" BM-25 - INTERMEDIATE COURSE 6"21-A- BASE COURSE z�BOTH N� A� IN OF TR O O EXPANSION JOIN ay • / Z R m RIOP&EM w C D ! 6 SIDEWALK SPACE SQWALK SEE C EXPANSIN MINT CURB GUT M ENTBANQ OUTER 4 O ROW LNE w ENTT9RRRARASNCLE� WIDTH EXPANSION ,RANI 3 N9SDLUR ESAW W tt' ME OF PAVEMENT A� LNIS E VEpESTRR ® _ _ bmg OUTE Big UPAYEDSPQ r MTN E 1 RdITF -T A CESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH IN WITHOUT UPAVED SPACE ADDITIONAL -T-E-WAY IS RED E THE LOTS OF PEDESTRIAN ACCESS ROUTE EKTEW BEIOHD "SING 1"]' OR MOPOSCO VOOT Rdl-O w 6- O. ■ MQSTRUC EDDLS ROUTES PROVIDE A CONIIANI PATH CONNEED.CTING STALE, FEN MO SEW M5TS CF PATH COIlEC1NO ALL KESSHE CIEHQEIi E A HALF PLAN " FACILITY THAT CAN BE MPRDKIED,ENTEED NO USED BY PEOESTW,WS. .......... e'- IF PEDESTRIAN ACCESS RATES E.NE BEING •e:•:= MONED.A WAIN ATRAW E WIDTH 6 KO O WITH A MAX.21 CROSS SLOPE. SECTION B-B WHEN USED N CONJUNCTION 'TIN STANDARD OR CIO . iTE CURB AE OM THIN ST STMDIRD 6 TO BE TO MATCH IIIPA SIDEWALK SPACE COIFED PR THE YhNTRLE DIB CCN'INRAiIM ' N wRVE s. ® �. NONEK CUTTER ® ___ _- _A. N. i.- •�. 'N' ••. :•::: :•:: .t. •i. Q.V •OIFO RS CHARGE .e.e. ... Rr AGORwTE IRE QA55 Al TIES) CAD. SECTION C-C TYPE ISIZE 22 b-O A PONI DI GRACE CHANGE 13X SEAL • m pRe Ao GYITER IDLY "I. . . i X YANRY N AT YNNW D' Ni RV 12 SOUL E ALS F TILT G]NCIWENTLY T BY', DECREASE W ] S MMWY ECRFRF w SLOPE FOR FIRST DIMTFRVAL AND B S MARMN DECREASE TOR SUCCEEDxC WAY" D' INTERVALS SECTION A -A SECTION D-O �,MDAIDS STANDARD ENTRANCE GUTTER SREIEIR[iRCOC"E RDIO R�IE SHEET I OF t REVISION DATE 502 vNONA DEPARTMENT O Tp/IIPORTATRR I I I OADe6 TO OC AS I A-1 v STREET A MIOKH BRA[ SMIfAD m mP l D AS MANIOC RNBWAV OEE NOTE N C -------T OADR6 TOEAS / RKLiL L;LtANATpN SEDAN ON ALMS) / CO•• t� NOTE » i SIDEW f EE NOTE b I� H F EWWAL P tort. N9DIHm W MANx IDHwAr arTV-WPICAO"L Y TDHL A� PLAN VIEW Y/NRE ROASWAY SaE O'PAYABDLG CAVE eat EJ �OF GEED CHARGE ■ -----Z U/ WI.4E WOAOWAY - - - - - - - _--- 62 IM D B'YK p'LBRRRI �m LtlYEWCK dFWAtl ■ CONSTRUCT` RUNDE CWOES WITH A PANMBOG CURIE. SECTION A - A ASPHALT PAVING - DRIVE AISLES AND PAVEMENT REPLACEMENT BOB NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE \ / COMPACTED \\���QQ �\ \ SUBGRADE ASPHALT PAVING - PARKING SPACES SE("M nLewurtK NO SCALE 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE aAm AT � �.'N'. .E, •M• •M. ... COEOEIE V SECTION C-C 11 M(NU'• K ELEVATION VIEW GENERAL NOTES EgRppvorn,M6mmEN OF THTHEVDW YRO ENO( eGIVD 901r pRN6ETNANLi :• TIIRWA//F11TCC, IEVUpeF]ENIe. ACpep E=AmpM& D BEMENT M M rOK MOM SOLAR BE ]. WTON LINED IN COuwGTION WDN STANDARD CO-] OR CO-T TK LLD FAQ ON THIS STANDARD 6 TO E AOLJSTED TO MATCH THE MOUNTABLE LLB •. SIDE rIIN10 CO-IB FOR ORB RAP DFSm TO E (BED WRAP THIS STANDARD. S. Lp110ML MORGUE MY FOR MAMA' OF A PIRTON Q GUTTER TO PECDIOE PODeG E WATER. ENTRANCE NOTES •. K" ABLE TO I n RTEII COISTI•UCllm E A ROW UE RFD TO PROHIBIT FOBENE WAIME AFJ9 T. MINIMUM PA.VDp9r SHILL E CODIRLTED TO IW K LNE OR MINI AIM SIBmADE HIGH CA M MCHIm Im YI•aK PAVEMENT` W101 CAM E INTHE[WMR�ANRQT.)pN ORD AD yF1q e' f ONWLHOT Emed6lADRD EYOD M RICO El[ EKGip�Pr FOR �REM,KyDAop2BryN pMETOREANsQ yq��p pEFBpE� L THE A% ILiED NINE .Y1011'AS£ [NIRMIQEIMADE T�tT[Y• vALEs AJE xor APPLr.ArE Yo sTRm ALLOWABLE ENTRANCE GRADE CHANCES ENIR,VICE WLL= LRRrY CHAFE DElNBE YAAAM HIGH MOTE TITAN RDo vro OK Ji RESIN aox- mvn E]W ex lDN LEss I11IN SO VPD set ei IVIEH uDwAIS OFIIINQ 4L1MC Y. IS NOT AHSASLE TO SIRQT COeECIG6 MAO+AI DMBION GRASMN MN IFAMPING IOC low UNIEK DROE WAL)NAKEE, AT ww eDO AENGG, DNo-lOE.FeE e.o-loeI WLYN CON. 'RACE CON om �_3XIIXITTHICK DEBDIEOMOurto 2 EA IT SO. HOLE TYP. A-21 uG BOLT CONCRETE ❑ IN GROUND MOLW (*) ❑ SURFACE FLANGE MOM (SF) SECTONAEWS PRODUCT' UXI90 O6SF.SGI DESCRIPTION "UBIKE RACK DATE' BBTI 2 HIKE SURFACE OR IN GROUND MOUNT ERG. SMC MRENTN. DRANNG AND ASONNATCN IS NOT TO BE COPED M C6GO® MOTHERSN ATM-CONSENTOGRABPIWVUK'UNG.NC. SPEDFICATCNSRE S151ECTTO CRANEATTHOV NOTICE 01DE ORRERMVRACTLRNO. NC. ALL MRMETAN RONBRESDtvEO. EA. ILIV WHOLE TV. Au__ LAG BMT CONCRETE ❑ SURFACE GUSSET MOUNT ISO) UPCHMGE I ES I NSTALLOR RAO19 KCpipNG tO MAA SEE MAN RBBPORS SPEO6 2 CONSULTANTPOSBECT CGLOR FNINI. SEE 4RUFKTRERS SPECIFlGDdRS. 3 EE STE PIAN TON LOCA'ON OIR C,N.SULTOANBL R.W ' WNIiI LAM SI.IRHN, -MF1 LSS, tOM I mom` m A,.." TYPICAL STREET SECTION - PRIVATE R/0' (STELLA LANE) 25 AI DE:c/CN .5'PFBO MOM PA KM M BE PROWNED DIM BUYPOUTS (NOT TO SCALE) 'LLB RGAowAr. SCOTT/R. CIXLINSHZ Lic. No. 035791 a 10/26/20Ql�rv4 s?ONAL ERG` Z O I F a � F Z LIFT DO � O Z Ln Z J O F Z w s H W W CD N W N C3 \ C) .-H G � w Ln JOB NO. 182150 SCALE AS SHOWN SHEET NO. 10 PRE -AND POST -DEVELOPMENT SUBAREA AND OUTFALL SUMMARIES 0 ®O ° ° \ v/ 0 Pre-Dev. Subarea Post-Dev. Subarea Method of 9VAC25-870-66 Channel Protection Compliance Method of 9VAC25-870-66 for Method of 9VAC25-870-66 Method of 9VAC25-870-66 for O -- \ \ (Point of Interest) 0 \ (Point of Interest) Limits of Analysis Channel Protection Flood Protection Compliance Limits of Analysis Flood Protection SCOTT R. INSZ, - I PORTION o O � -- THi� S OF STELLA LANE IS - -..\ 0 1 1 Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.a (10-yr Peak Flow is Confined within pond) Section C.3.c (Outfalls to mapped Floodplain) I laic. No. 035791 a low / ••••'"""'"'' TREATED UNDER WPO 201800086. THIS - - - PLAN IS CURRENTLY UNDER REVIEW AND NO MODIFICATIONS ARE PROPOSED TO - \ _ 0 \ \ 2T 2 Section 8.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.b (10-yr. Post Flow < Pre Flow) N/A (10-yr. Post Flow < Pre Flow Satisified) ° 10/26/20 �VF� • THIS AREA & ITS TREATMENT. _� O ' \l`/ PROPOSED SWM FACILITY / SS'/ -� - �- 0 & ACCESS EASEMENT _ 'ONF•NO 41 ■ 0 MAPPED FLOODPLAIN, O \00 006 ■ ■ . ■ ■ ■ ■ ■ ■ IS- r . �, t lr - . PROPOSED CONCENTRATED \TFALL Y2 TO POI #2 O O O O " III I I I I ■ ■�. y ■ _ --. _- - -� � /\ O O O O O \ O Ili ■ �I i�■I� / ♦♦♦ ' O 00 / 3 ■ J�,I I ♦♦ �♦ ♦ o —� O 100 OF OLF w/ A ELEV.-L5• . \ ( - \ -- ■ ■ 160' OF CONC. FLOW w/ A ELEV.=2' _ - ■ ° I ° •i,: r) n 425' OF CHANNEL FLOW 0 Z ■ THIS AREA (BLOCK 4B) RECEIVES STORMWATER '� „- �-,, ■ ` ` ■ \ o - - / / \ O J iAPPROVED QUANTITY AND QUALITY TREATMENT UNDER - ;:1 Q WPO 201800051. NO MODIFICATIONS -- ■ _ - _ ■ ARE PROPOSED TO THIS AREA & ITS - . �_ ■ _ - / / / / Of U STORMWATER QUANTITY TREATMENT. THE - - pl WATER LIED W TREATMENT WILL BE SLIGHTLY _ ♦ I In CO ■ Q _ ■ -� PROPOSED ♦ 0 W In ■ - IMPACTED WITH THE REMOVAL OF LS I1. I _ ■ LOCATION OF PROPOSED WET POND 'B' ♦ ` / N I. PRE-DEV. J J z - -- 'WET POND B' TO REPLACE E 9 / SUBAREA B O O ■ � o o ■ -- 7.2060 UPSTREAM 5T-4C ° O ////\\ -\ uu CN=60 I / ^ N I ■ �' ♦ Z a!au 4 ■ ♦ ♦ ♦ � � � � � • / O O THE APPROVED P OVED LIMITS OF I � � O I O . IIY... ■ ♦ APPROVED ♦ ♦ . DISTURBANCE AMENDMENT WPO ♦ ♦ ST-4C -`� ♦ • ♦ / 201700037, AMENDMENT #2LU \ O APPROVED \ ' DIVERSION - HIS PLA"ROPOSES TREATMENT- ' , , O O\ THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE I . R• ♦ - - . Z7 T� 4L - - - FOR THE FUTURE DEVELOPMENT O \ O \ TOWN CENTER, APPROVED BLOCK S & APPROVED SALAMANDER OF THE TOWN CENTER. , O O STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL `F\\ \ O ROADS, BUT E%CLUDES BLOCKS 8A, 68 & 4A SINCE THESE AREA$ F 9 - - _ p \ RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP , --: ` O ° PLANS. THIS 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY 1/ I _ _ DEFINES THE VRRM BOUNDARY FOR WATER QUALITY ` _ O I .'t - __ ■ - ... - , -�__ ���� - : , : _ O \ REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE I O O O\ 0 TOWN CENTER, BLOCK 5 & SALAMANDER STREET). \ I ° ° '-''-1- _ _ _ _ _ _ ' "•. APPROVED LIMITS OF ._O O DISTURBANCE UNDER WPO O 1201700037, AMENDMENT #1 ` �� � N - ♦ o ■ - __ - - • ■ .♦ '♦ ° WETLANDS, O N i.1 { -l� I • 100' OF OLF w/ A ELEV.=1.5• , . 0 O TM ( 8r Ii (i �.��� • 950' OF CONC. FLOW w/ A ELEV.=10" 40 ' F CHANNEL ■ I, I . Imo- • 0 0 C EL FLOW DOWN THE EMBANKMENT . ` 1 RENNIAL STREAM, ■ I �I ■ • ■ N F 3 ■ SUBAREA A ■ : �..:, OO \ D r .�.. 16.25 ac C O ■ SOUTHERN & WESTERN PERIMETERS CN=60 /1 0 N y ■ --- - - -- --. - OF SUBAREAS A & B ARE DEFINED To-0.41 hrs. - ' 'o _ \ 00 w ■ - _ ----- -� - BY APPROVED WPO 201900004. _ - _ - / ' °� O r I \ O \ 0 PI ■ \ •{' ■ ♦ems♦ i ■ o 0 M lid o LOCATION D - �- THISR __ _ AREA BLOCK 4A RECEIVES STORMWATER _ 11 � I\\) � - QUANTITY AND QUALITY TREATMENT UNDER , APPROVED _ 1 - v 0 ������wawsf•aMM0M** POND o co z APPROVED WPO 201800051 N MODIFICATIONS � ' 0 O _ __- - - .� - p0 ARE PROPOSED TO THIS AREA & RS ,/'� 'P i- O -i O I ■ STORMWATER QUANTITY TREATMENT. THE ,�---- -- - -- O O I `\\I / O ��YYII WATER QUALITY TREATMENT WILL BE SLIGHTLY II I � �� _ / `\\\� PROPERTY ti �I ■ IMPACTED WITH THE REMOVAL OF LS-11. J ■ - V\\ PppOppT #1 ° LIMITS, TYP. ` \ o' / N 1 1 1 f y� L.LJ An 4 �. a ■ ir-Tix.lTJf� '� �_ ■ ■ --•Y -'Y_. APPROV D POND 4 CONCENTRATED O l o.. / / °0 ���' 7 OUTFALL TO POI # 1 0 O 0 N L } f--� ■ ° 1 ■ 0 o I o W N '^ LLJ :I xi ■ Off, 0 - 0 c ■ ■ ■, ` c I °o n LLJ 1 I) I + -' ♦ - j ■ MANAGED STEEP O ( �� 0 p 0 - _ -_ ■ ■ - SLOPES, TYP. I 0 ( ° �� - PRESERVED STEEP O 00 O O- - ■ \ J O O. �J - I SLOPES, TYP. � \ 0 � � _ 7 O 0 i Z 0 o J o \ _■ . GRETYPAY, \ °o I \'\ \ O O 0 0 O 1 O O O i i O o O - - 11 1 0 0 - - ■ THIS AREA (BLOCK 8A) RECEIVES STORMWATER �I h �' ■ ` \ ° \\ \ • _ O ~� w ■ QUANTITY AND QUALITY TREATMENT UNDER I ■ 00 1 - _ O - _ _ O O `' �-• 1 _ / APPROVED WPO 201900004. NO MODIFICATIONS - L „ - _ - - - 0 w ■ ARE PROPOSED TO THIS AREA & ITS ♦ \00000000 _j - WASTORMWATER QUANTITY TREATMENT. THETER QUALM TREATMENT NT WILL BE SLIGHTLY •�� \ 000 �` P \ - ° O 0 0 0 0 ° 0 0 O O �0 0-- �'' I Q IMPACTED WITH THE REMOVAL OF LS-11. .9 _ _ • •' ' 00 _ T II a7a 1 O ♦ ♦ • 0 0 0 ■ A '1YUv1 THIS AREA BLOCK 8B RECEIVES ' ♦.• - STORMWATER QUANTITY AND ■ \ ° W O I — QUALITY TREATMENT APPROV D WPO 201800080E NO ■ O f- MODIFICATIONS ARE PROPOSED ■ 00 TO THIS AREA & ITS TREATMENT- ■ 0 W •\ • 0 000 00 0 0 Ln L.1_. • a 0 M O ■ �" 0 J • / . • . LU O ♦ 1 • ////. Oo LU pN LL P �^ LLJ -- f♦ i PRE -DEVELOPMENT SWM NOTES: ,� W 0 W 1 ♦ ♦ 1. APPROVED'POND 4' PROVIDES SWM TREATMENT FOR BOTH THE TOWN O CL POLO GROUNDS •••••••• ........ ............. ROAD I ♦ ,,.••••'''• �• CENTER (CONCEPTUALLY SHOWN ON THE NEXT SHEET) AND THE APPROVED J � ♦♦ BLOCK 5 & SALAMANDER STREET SHOWN ON THIS SHEET (WPO 201800050). 0 2 AP W • _ PROVED POND 4 WAS OVER DESIGNED FOR ITS WATERSHED WHICH �� "" •. \ I _ - CD INCLUDES BLOCK 5 & SALAMANDER STREET) SO THAT IT COULD ALLOW FOR O C7 v "� FUTURE DEVELOPMENT TO DRAIN TO IT. THIS PLAN SIMPLY CONFIRMS N APPROVED 'POND 4' CAN ADEQUATELY HANDLE THE ADDITIONAL FUTURE Lu TOWN CENTER CONCEPTUALLY SHOWN ON THE NEXT SHEET. 3. BECAUSE APPROVED 'POND 4' TREATS THE FUTURE TOWN CENTER, BLOCK 5 & C SALAMANDER STREET THERE ARE N P -DEVELOPMENT w w 0 RE IMPERVIOUS AREAS uJ � o DRAINING TO APPROVED POND 4 IN THIS PLAN PRE -DEV ELOPMENT VELOPMENT I � a w \.. >;. ANALYSIS. THE IMPERVIOUS AREAS SHOWN ON THIS SHEET DEPICT THE Toe NO. APPROVED PLANS, BUT ARE CONSERVATIVELY NOT TABULATED IN THE 1$2150 PRE -DEVELOPMENT ANALYSIS OF SUBAREAS A & B. SUBAREAS A & B WERE ` ANALYZED WITH A 25% WOODS & 75% GRASS LAND COVER TO REFLECT SCALE PRE -CONSTRUCTION GROUND COVERS. 1 "=120' 4. SUBAREAS A & B WERE USED IN THIS PLAN's CHANNEL & FLOOD PROTECTION "0]-11 SHEET NO. �� I+I'• III -� / I�LEVELSPREADER (LS-11)ORIGINALLY APPROVED UNDER ANALYSES FOR THE FUTURE TOWN CENTER, APPROVED BLOCK 5 & APPROVED �--.--- ` ��� - •;'� WPO 201700037 AND REVISED WITH WPO 201800013. SALAMANDER STREET. 11 _ --- �_- 0 a a O �• / STORMWATER MANAGEMENT NARRATIVE: OVERVIEW:S�` T O�III \ °\ •'✓- ° O / ° / THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS \\ \•� i 1 a np ° '0 PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJECT'S PROPOSED AND FUTURE IMPROVEMENTS. a O O OQ / o / THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWM REQUIREMENTS. ��J THIS PLAN MEETS TWO PRIMARY OBJECTIVES. THIS PLAN PROPOSES TO PROVIDE STORMWATER SCOTT R. LINS 'Z - - ° l o QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, AS WELL r - _- THIS STELLA LANE IS ! NOTE: HIS LA OUT I FOR MASTER PLANNING OF THE STORMW TER o U Lic. No. 035791. TREATED UNDER WPO 201800086. THIS - MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN ♦ �/� PLAN IS CURRENTLY UNDER REVIEW AN o o CONSTRUCTED. AT THE TIME OF LS-11's APPROVAL, THE FINAL LAYOUT OF BROOKHILL WAS A 4 GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY a 0 UNCERTAIN. HOWEVER NOW THAT IT IS MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE 10/26/20 NO MODIFICATIONS ARE PROPOSED To ADOPTED GRADING ORDINANCE, RA G 0 IN NCE, AS PART OF 16.4.33 OF THE COUNTY ZONING / O PR SWM F ■ THIS AREA &ITS TREATMENT. � / � � PROPOSED S AGILITY ♦ _ _. PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWM FACILITIES ITS NEED HAS II \ ORDINANCE O & ACCESS EASEMENT 'S70NAL ?I �= DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF w 0 o FROM A PERENNIAL STREAM IS NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND \ : / MAPPED FLOODPLAIN,�oo 00 WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. z ■ f f TYP. ®o 0 � � ® ° WATER QUALITY SUMMARY w THAT T H , o o IT IS ENVISIONED AT THE FUTURE TOWN CENTER, WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN, z o ®o 000 0 0 0 ■ • � �' \ - - - - - O ° o ';.0 WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs r. THIS PHOSPHOROUS J I -- Q /Y O J ■ • ■ ■ ■ ■ '%I 1 p8oposeo CONCENTRATED -r_ ° 0 'o LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES, THE APPROVED POND 4 AND O ■ ■ ■ ■ ■ ■ ■■ - _ 1 OUTFALL #2 TO POI #2 O O U ■ ♦ _ \ I 0 ITS LEVEL SPREADER HAVE BEEN EVALUATED WITH THIS PLAN's CURRENT/CONCEPTUAL TOWN CENTER _ -; li I x2 - O o \ AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER o L 1 1 III ■ ■ ■ ^ oo _ °o WILL REMOVE 25.70 Ibs/yr OF PHOSPHOROUS. ALSO, A NEW LEVEL II 'WET POND B' WILL REMOVE AN ♦ x V , 11 or - --� - 0 °o \ ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 m ■ ry. _'' a .\ '\ - O. �. Ibs/Yr (25.70+8.53-29.94). c O U ■; i--� ��' - ,j " �\ \ \ a \ � - - °O \ IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL - - 20' OF OLF w/ A ELEV.-4' _ _ - -\ / o - - PHOSPHOROUS REMOVAL FROM THE ELIMINATION OF THE LEVEL SPREADER, LS-11. PER THE i ■ d -� - / _ - APPROVED WPO PLANS ANALYZING -il A PHOSPHOROUSDEFICIT F 2.21 Ib r. I GENERATED - 20' Of CHANNEL FLOW DOWN � ,_.. \ { � I \ O S LS O s/y S G i l / \ o THE EMBANKMENT \ o FROM THE REMOVAL OF LEVEL SPREADER LS-il. ■ THIS AREA (BLOCK 4B) RECEIVES STORMWATER I O�~ - ) - \, fl I O ,J v ■ � \ IN TOTAL THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08 QUANTITY AND QUALITY TREATMENT UNDER _ .. Q Q Q Q 9 F- o ■ Jy APPROVED WPO 201800051. NO MODIFICATIONS i Ibs/ r PHOSPHOROUS 4.29-2.21 . THIS 2.08 Ibs/ r PHOSPHOROUS CREDIT WILL BE APPLIED TO a x I / 7 � y Y ( ) Y _� O ARE PROPOSED TO THIS AREA &ITS ■ 7 ■ ■ xc=-1_. -. _ \\ 'Do BLOCKS 9-11 CURRENTLY UNDER REVIEW (WP0201800086), WHERE ITS BLOCK 11 IS LOCATED V / ■ ♦ - U � - STORMWATER QUANTITY TREATMENT. THE Q - _ _ f IMMEDIATELY ADJACENT TO THIS PLAN's WET POND 'B'. Ln COm WATER QUALITY TREATMENT WILL BE SLIGHTLY L S L i ■ IMPACTED WITH THE REMOVAL OF LS-11, _ I I WATER UANTITY SUMMARY ■ I I- I � O � o J Z tlt� a ■ - _ � _�.■. - o 0 THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE O ■ ATTENUATION IN WET PONDS APPROVED 'POND 4' TREATS SUBAREA 'A' AND POND B' TREATS 'a �7 ■ w c. 1 ■ ■ ■ cN=9 I I /o / > o I - SUBAREA'B'. BOTH SWM FACILITIES HAVE CONCENTRATED OUTFACES, WHICH ESTABLISHES THE �~/� W z ° - - l _ POINTS OF INTEREST (POI). APPROVED 4' DRAINS TO POI #1 AND POND B' DRAINS TO POI w c ■ K Y I o a V/ ' PRO SED EXPANSION i PO OF JI ° I #2. CHANNEL PROTECTION COMPLIANCE IS MET FOR POI #1 &POI #2 VIA 9VAC25 870 66 ♦ o - VF*m .-' � y' THE APPROVED LIMITS OF ,rEq uu I ♦ SUBSECTION B.3.a i.e. THE ENERGY BALANCE CALCULATIONS). PROTECTION FOR POI #1 IS iA i - -. O DISTURBANCEENDE0. WPO MET VIA 9VAC25 870 66 SUBSECTION C.2.a WITH A LIMITS OF ANALYSIS SET BY SUBSECTION C.3.c ♦ � 201700037 AMENDMENT #2 r, ■ \ _ o I � o Le. APPROVED POND 4 CONTAINS THE 10-YEAR DESIGN STORM AND ADEQUATELY RELEASES THE - T ( EQ ■ I / a a ■ RUNOFF MANMADE P P T MAPPED F DP N F PROTECTION F R RU O THROUGH M N ADE PIPES & RI RAP O A APED L00 LAI FLOODO o b )W POI #2 IS MET VIA 9VAC25-870-66 SUBSECTION C.2,b Le. WET POND B RELEASES A 10- r / b - POST DEVELOPMENT FLOW LESS THAN THE SO r PRE DEVELOPMENT FLOW). � O NOTE. o O / O THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE R i FUTU E - Q 0 TOWN CENTER, APPROVED - _ O CE ER A OVED BLOCK APPROVED !• • - _ ,_ C 5 & ROVED SALAMANDER FROM A STORMWATER QUANTITY STANDPOINT THE REMOVAL OF LEVEL SPREADER IS 11 DOES NOT Q - " • ✓ - - _ .. - ■ � / STREET- 35.98 aces. THIS AREA COVERS THE REQUIRED HAUL _ \ - O i Q IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS 11. CHANNEL AND FLOOD PROTECTION _ O I I O ROADS, BUT EXCLUDES BLOCKS BA, 8B & 4A SINCE THESE AREAS � ----- -- /\ - - --. _i - -- -___ _ _ _. - ` ■ J o \ COMPLIANCE FOR LS-11's AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN c ,:. -- - RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP o - - - - �- - - _--- � '-� ■ I (� ' O PLANS. THIS 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY THE APPROVED WPO PLANS. IN ACCORDANCE WITH THE MOST RECENT APPROVED WPO 201900004's ° O DEFINES THE VRRM BOUNDARY FOR WATER QUALITY SHEET C-9O1, CHANNEL PROTECTION IS MET FOR LS-11's AREA (POI-11) VIA 9VAC25-870-66, SECTIONCi I - �� ■ I \ - � o \REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE 6.3.a (i.e. THE ENERGY BALANCE CALCULATION) AND FLOOD PROTECTION IS MET VIA 9VAC25-870-66, v - _ _ _ - - - , - i ■ ( -�--� O o \ o TOWN CENTER, BLOCK 5 & SALAMANDER STREET). SECTIONS CA & C.3.c (i.e. RUNOFF IS ADEQUATELY CONVEYED THROUGH THE STORM SEWER a -_..T..,«s�------------,.- �\ •--r.--- _. i -■ -- - --- - ° O O NETWORK TO A MAPPED FLOODPLAIN). THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY ■ APPROVED00p o15TUReAN E UNo R wPo CHANGES, OR ADDITIONAL REQUIREMENTS, ASSOCIATED WITH THE REMOVAL OF LS-I1 SUBAREA- - - - - _ : SEEN ��■ ®O O 17000 AMENDMENT #1 �- _ W N I I \ 20 37 1 17.04 ac. I t - - / -CN=86 WETLANDS N 1 Tc=o.10 n s. I t ♦ / ♦ o TYP. 0 U I ■ ___ I (� ■ I �0 � ---PERENNIAL _ « !l _ -! } I I U IU � _ ■ 02 SOUTHERN & WESTERN PERIMETERS _ - - - _/ / _ „ i / • \ - ■ _ - OF SUBAREAS A & B ARE DEFINED _ - / - g I ■ _ !' - - BY APPROVED WPO 2019000D4, - -- - - _ _ 100 OF OLF w/ A ELEV =22' . \ \ \ I 145' OF CHANNEL FLOW DOWN ' �� ",� / 0 O --- O 1 r ( O ■ (. - _ 1-f THE EMBANKMENTi ■ ■ (� i II I ■ FJ ll11111111 � L1L 1111111 L11 i r ■ ♦ .. �. . \ ® cyi 7 ♦ V ... - THIS AREA (BLOCK 4A) RECEIVES STORMWATER _ - - - - _ _ - �� O 3 I QUANTITY AND QUALITY TREATMENT UNDER '. - _.I -�..- - _.- , _ __ ■ .- - . ' - - - - -_ - O M ^�ni •II, I APPROVED WPO 201800051, NO MODIFICATIONS - --. . ■ ■ ■ ■ _ - - _ __ -- `-- ■ 00000 C . 1 STORM WATARE ER QUANTSED OTHIS AREA & ITSiTY TREATMENT. THE A. ■ �- • * - - f' • - ' COI / 0 / WATER QUALITY TREATMENT WILL BE 5LIGHTLY - - _ - O PRO ERTY 0 1 L p IMPACTED WITH THE REMOVAL of LS 11 - - 1 #1 LIMITS TYP. N W r O ItI t_ APPROV D POND 4 �O Q • O /... �' ao - - CONCENTRATED O \/ - Z oLrrFAu ro POI # 1 ) o I © / � `a ° CV � o ■ o "5 W N W O O 1 - _ 1` a c W Qv }`\ \ �r � W I I I I 1 MANAGED P O"\ °' O J E STEEP /J/ I �� ` O O� A W � o SLOPES, TYP. J ° I ,I _ C, - / f _ • PRESERVED STEEP 1 p \ 000 ) ° +.. O w < o SLOPES, TYP. \ 0 0 d I P ' J �� N 0 II i i i CI 0 0 � 1 1. fl ■ a ♦ a 8 _ l^ ll--i GREENWAY � O vl O - V TYP. O O yj O - ❑ III r I - - - O THIS AREA (BLOCK BA) RECEIVES STORMWATER !1 / \ 4 I- ~� W a J/ QUANTITY AND QUALITY TREATMENT UNDER . - 00 - _�` 00,_ s5 O O ° O I _ / APPROVED WPO 201900004, NO MODIFICATIONS ' - \ °ARE I STORMWATOER QUANTITY TREATMENT. THE _ _ POSED TO THIS AREA & ITS•.w . \ OO l \ \ \ } O O O a O.d a OA- N > 3 WATER QUALITY TREATMENT WILL BE SLIGHTLY l O \ - r r LL .. ♦. IMPACTED WITH THE REMOVAL OF LS-11. - ' Q . THIS AREA (BLOCK 88) RECEIVES 4 4 _ _ _ p . ♦ STORMWATER E QUANTITY AND • O o I . ROVE TREATMENT UNDER ■ 0 \1-_ 4 -- / W APPROVED W NS ARE PROPOSED NO I MODIFICATIONS ARE PROPOSED ■ (\ 75 A • TO THIS AREA & ITS TREATMENT. ■ O \ t \'^ Lfl �/) G 000 w ♦ /•� a J O w J 1 40 Ilk 0 00 Uj 1 _ • - _ y Post -Development Impervious Area Summary ■ ■ 1 ■ •• 1 : ♦ ♦ ♦ ■ ■ i/i ... T) Subarea A O LLJ 111 \ ♦♦ I " POLO GROUNDS Roads & Parking Lots 277,975 sf 0 0 .... . ` '� _ ♦ ♦ y ■♦...............Rono _ Buildings 163,225 sf BMildi Q \ I N♦ °'°' ............................... °"' / Sidewalks 59,875 sf 0 ................. 501075 sf O t/ O Post-Deveto Development Impervious Area Summa • P P 1'Y w • 1 Subarea B WATERSHED SUMMARY FOR SUBAREA A g 1•' f Roads & Parkin Lots 140,225 sf ~ Bu Idings &Pool Area 69w ,475 sf t \ _ Area 1-year Flow, 2-year Flow, 10-year Flow, o w / CN Sidewalks 5,975 sf Of _ BE. cfs cfs cfs 215,675 sf v IOB NO. DA A (Pre- Dev.) 60 16.25 2.83 6.07 20.62 U I APPROVED LS-11 (NOT YET \ DA A (Post-Dev.) 86 17.04 0.34 2.17 54.09 1821$0 0 CONSTRUCTED) IS PROPOSED TO BE Overall Acreage Summary m REMOVED WITH THIS PLAN. SEE THE A O \ "VRRM Post -Development Impervious Area Summary SWM NARRATIVE ON THIS SHEET FOR ADDITIONAL INFORMATION. - - ^o1a 1 l ] I Z'1 ♦ _-� -{.EL SPREADER (LS-11) ORIGINALLY APPROVED UNDER ! WPOVE201700037 AND REVISED WITH WPO 201800013. Pre -Development Post -Development Area, ac. Area, ac. DA A 16.25 17.04 DA B 7.20 6.41 23.45 23.45 WATERSHED SUMMARY FOR SUBAREA B (Boundary defined by this Project's Limits of Disturbance) SCALE r 1 1 =120 Area, 1-year Flow, 2-year Flow, 10-year Flow, Roads & Parking Lots 421,925 sf CN ac. cfs cfs cfs Buildings & Pool Area 239,350 sf Sidewalks 58,725 sf SHEET NO. 12 DA B (Pre-Dev.) 60 7.20 1.52 3.32 11.31 720,000 sf DA B (Post-Dev.) 90 6.41 0.20 1.04 11.18