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HomeMy WebLinkAboutARB202000115 Plan - Submittal (First) 2020-10-26GKIVERAL NUTA'S• OWNERS: TMP04600-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 1B = 11.48 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o28000ii 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 SUBJECT TO CONDITIONS OF SP201500025 SUBJECT TO PROFFERS OF ZMA20180001i TOTAL PROJECT AREA: BLOCK i- CODE OFDEVELOPMENT PARCEL AREA =12.oACRES BLOCK 1A - 3.193 AC BLOCK 1B - 11.48 AC PROPOSED USE: BLOCK 1A: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK 1B: 210 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 #3: (34) ONE BEDROOM UNITS AND (42) TWO OR MORE BEDROOM UNITS BUILDING #4: ICE SKATING RINK (31,850 sf TOTAL) - (NOTE: RINK AREA IS 26,372 sf) 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 & 5. BLOCK CLASSIFICATION: BLOCK I: 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 11-48ACRES BLOCK 2B DENSITY = 210/22.48 ACRES TOTAL BLOCK 1B DENSITY =18.29 DUA REQUIRED OPEN SPACE (BLOCK 2): CIVIC/PARKS=oAC GREENWAY=oAC OPENSPACE=o.oAC BUFFER=o.oAC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: PHASEIB: i.67ACGREENWAY BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 25 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM i5 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 2.3.2.3. OFTHE 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 OFTHE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT= 20,000 SF(PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 2B=32,85o SF) LOTSIZE: NO MINIMUM LOTSIZE 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 AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN NOVEMBER, 2019. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2029. 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 MEETTHE 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 AMENDMENTTO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 2 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 #1 SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK 2, BLOCK 5, AND THE REMAINING PORTION OF BLOCK 1, 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 = 226 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 1200 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: 2 SPACE PER EVERY 5,0oo sf OF RETAIL SPACE 32,850 sfI5,000 = 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 too-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003CO28oD, 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 # IS 2o16o0004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OF THIS DEVELOPMENT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHTAND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREETTREES 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 32-7.9OFTHE 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: o.00 AC (o.o%) BLOCK 1B DEVELOPMENT LOT: 22.48 AC (t00%) IMPERVIOUS AREAS (BLOCK IBONLY): TRAVELWAYS/PARKING: 4.39 AC (38%) SIDEWALKS: 0.43 AC (4%) BUILDINGS: 2.29 AC (20%) GREENWAY:1.67 AC (25%) 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 1A & 1B. 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 THAT TIME. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION 1 MASS GRADING VSMP PLAN AMENDMENT#2 (WP0202700037) 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=10,290 SF TOTAL AREAS OF OTHER FLOORS = 29,58o SF TOTAL BUILDING AREA: 39,87o SF REQUIRED FIRE FLOW (TABLE B1o5.1) = 3,500 SF NEEDED FIRE FLOW (So%REDUCTION FOR AUTOMATIC SPRINKLERS) =i,75o BROOKHILL -BLOCK INITIAL SITE PLAN BLDCK 4B STELLA LANE BLOCK 4A Dlk LJ M RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 1B r ®0 1 BLOCI( 11 PROPOSED _---- IIUILDING #3 1(4-STORY 76 UNITS) j6 BLOCK 1B f7� FUTURE BUILDING 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 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. S. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PIMP 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 PIMP 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 = 2538 ADT (769 ENTER/ 769 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 96 VPD (22 ENTER/ 74 EXIT) PM PEAK RATE - 0.56 VPD PER DU = 228 VPD (74 ENTER/ 44 EXIT) --------------- FUTURE BUILDING FUTURE BUILDING Funne GRA55 PIRZA -L JuL LUILLI NG POLO GROUN� VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 113 PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 OVERALL BLOCKILAYOUT 6 SITE PLAN 7 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. J. 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 EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXIS77NG CONTOUR zoo 200 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 506.21 BW PROPOSED SPOT ELEVATION TIN DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT k7 SCOTTLR. C$LLINSZ Lic. No. 035791,E p 10/26/20 "Aj Z O J r/ U w Z O o Z J O FBI UE) ~ z V, w H W ce Lr ti Mcyi 7 N Qz � M J 0 W N ,H� Q v , > J LLI Q J i � H� ® w z i ' z U -'I U F i Y U LLI O ~ _j Ul U) CO ~ J z LU J U 2 J U O LLJ Q 0 O O N w J H- F w O w OL IUD JOB NO. 182150 SCALE 1"=100' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018AD, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 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 04600-00-00-018AO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 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 tc herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective through a variety of housing es including but not limited to for sale units rental units J � ty g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P uP Y aPP g County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty 120 day period, the Owner shall have theright q P a ty( ) YP 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 pemtit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (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) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y � .( � ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkman Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 413, 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 Y P graP PP Y a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y 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 of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tenn, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Tern, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )> hundredth (500th), eight hundredth (800th), and one thousandth (1 OOOth) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Manag ement. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ('MST'). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSU2016 MSL Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, Y collective) 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. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (I") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") -above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (Ist) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 1COTT/R. COLLIN' Lie. No. 035791 10/26/20 z O � a k U a Zn w O o to Z J O Q i r > z w rr `H Dui li Cl? Z M N M N O N N W > Lu J J U) Lu O U WLu ' Y U) LU ED Z aaaaa� U) J~ W Q J OO O N w 0 O a LU LL. LL 0 tY JOB NO. 182150 SCALE N/A SHEET NO. IA i� ® ' �� ill Ii IMPROVEMENTSPHASE 11 INTERSECT[ rimrrtuvemtrvU- 3. PHASE 11 RAD 0 WAY IMOROVEMEN75 PHASE IINTERSEC�ION ,♦ �A O IMPROVEMENTS A PHASE ROADWAY IMPROVEMENTS , r-v / . e r` $ PHASE IV INTERSECTIO N us',N,, IMPROVEMENTS ,( , A I % s (' ®/ rolDmmurim rDAo f PHASE I INTERSECTION PHASEIVR ADWAY /— \ BROOKHILLTRAFFIC PHASING PLAN It � `- r 'i �• �Gz k'p009 � _ 1 , 7 VA�\ Wn CRE ROSS-WAL DESFRM \ } . �; — — \ \� it - _ - -' D(6TINGTREEAREA TkAIiivCO Cr PROPPOOS5Erpp VDOT RROOOOTr za r O___. CONCRETE WALE-\-^ MPROVEMENTS-GW11 Pd� -� \VT�ApA��I,�� O i A OPOCONNEROR RO�\if LaWl -- � P M� fKEO F \ O .. `4 AL CONNECTOR \ \�, 0 \ CE `. PRO OR IM PATH AYC E FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONa • CONSTRUCT tO NEWWESTROUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH! 375 'OF STORAGE LANE ON OF STORAGE TO ROAD FROM So' OF STORAGE TO aoR' OF STORAGE • CONVERT RI 0 MILLS ROAD TO RIGHT IN/RIGHT-OUT OPERATION. INTERSECTON R • CONSTRUCTASOUMBOUND ROADWAY PR OVIDING LANE. ( NANO r) RIGHT -TURN LANE. • CONiTRUCTANEASIBOUND LEFT -TURN DS LANE ON POLO GROUNDS ROAD WITHaSO FEETOF STORAGE NTERSECTI N O B ROADWAY STRUCTTNORT E TO ROLREz • CONTURNL NEO US29 NORTHBOUND TURN LNEON US xB WITH zoo' OF STORAGE. ROADWAY TO PROVIDE (r) LEFT TURN LANE a to RIGHT-TURN"ME RESTRIPE PAINTED MEDIAN TO PROVIDE D STBO D O ULIEVTURN LANE ONA OFSTORAGE BOULEVARD WSTRIPE EASTORAGE. BOULEVARD EASTBOUND ASHWOO I BOULEVARD APPROACH TO PROWO (.) RIGHT -TURN LANE SE IV INTERSECTION '.RSECTION 5 — ------ CONSTRUC7SOUTHBOUND ROADWAY TO PROVIDE(.) LEFT - TURN LANE AND (o RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WRH gO OF STORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: By: G� CHARLES R. HAUGH By: %o Ao?Y 4n. Q7wl.T oLw )6/.d IZAfBETH ANNs OGL BY G.�u— Date: %1Axi/ 8' .0 / 9 OWNERS of Tax Map Parcel 04600-00-00-01800; By: ; /�4yr1/ CHARLES R. HAUGH, 17USTEP By: DOUGLASB.OG BY, TRUSTEE Date: S- 2r-/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: (G - 7F7In t LJ //" sa'I` Ann O. Haugh, Its President Data; �%-u-y 8, 2.o[ 9 Page 9 of 10 F 0 SHOWNOLOGROUNOS LANECOP MR ! '/ SHOWN AND IBITLAN ICON ILLUSTRATIVE PC / W ROFINAWAYINNDUNECONFIGURATIWILL BE IN ACCODAI 44D c APPROVED TRAFFIC MPACrANA YSISANDFlNAI / CONSTRUCTION PLANS FOR THE ROADWAY IMPRI - PROPOSED SALAMANDER �. CROSSING(3 TOTAL) i� N I 29NVERTED RETAINING WALL_4NDCLLVERT 'HEAD WALL SYSTEM I L, GR6 \ SALAMANDER TUNNEL I CRO6aWr 8 FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT ° O 6 0 0 b L p 0 ❑ O O c D" PROPOSED6D• , ACRE HIGH SCHOOL SITE p" TMPA6-zaB HORNELAND CORPORATION Q y �h TMP46-,BD CRA"ON I CORPORATION / PROPOSED 7 ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-0181B0: HORNE LAND CORPORATION, a Virginia corporation By: C AA/, /0AZA4_d1Z.,t- Ann O. Haugh,Its President sa Date: >,-� F. -3.0 19 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: obt, , C. " Ann O. Haugh, Its President Date: P13t 2; AO / C% Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-01-018AO, 04600-00.00-01800, 04600-00.00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS,the application to amend the rollers that were approved with ZMA 2015-00007 for Tax Pp 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 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS,ZMA 2018-11proposes: to amend Proffer Numbers 1 D 1 6 and 8 of the Proffers that were H, , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road • p P Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available t de Y to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is required to p • 8 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 20184 1. 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 resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P L Bt $ 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a time, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of sic to zero, as recorded below, at a meeting held on July 17, 2019, L Cl un!Yn Clerk, Board of County Sup i Isois Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, �ge= By: AndreT#TtNrGimy, Its President Date: _ S Z3/2d raj BROOKS ILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: �Alm R. Tay or, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle Count included a connection from RioMills new Y II s Road to the e Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; n p y 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 of funding , P pP 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road' and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS the b public comments received p y the Virginia Department of Transportation supported the proposed alignment of the new connector road. Pp p p 9 NOW THEREFORE BE IT RESOLVED that the Albemarle County p 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. 7 r Clerk, Board of CountoOpervisors Aye Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ Ms. McKeel Y Ms. Palmer Y_ Mr. Randolph Y ICOTT/R. COLLIN' Lie. No. 035791 10/26/20 G z O a kVi D, Z w O U) O z _1O Q in H Lu z w a1 W W 0 N w N Q ID 0 N O L9VJ r M Zcri N C) N O WN N W> LU ZJ VJ L9 LU Of zT_ WLU Y Ul LU ZLI � VJ J Of J01-0 V 0 O 0 N z LU I —I �I z LL LU W LL LL `T_1 O i U 0 co RJj r� 0 0 �0j W E OL JOB NO. 182150 SCALE N/A SHEET NO. IB H OFF NOT SCOTT R. LLINS'Z __ z Lie. No. 035791 J PROPOSED TRAILHEADACCESS AREA T V-`•qRb c� l PROPOSED ASHWOODBOULEVARDCONNECTION UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT - J J THORN y� �� Z g Z ��aA 10/26/20 F OY R MORE INFORMATION REQUIRED BUFFER \ qPO N LL LU w ZONAL E PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO Cr �� *_•, / / a / c�,�� r i I J I Q CO ACCESS THE MULTI TRAILWA ,� SHWOO61 = o. -USE / q W J LU o OO BLP Z w C FOREST LAKES W o �Q NEIGHBORHOOD Z I SITE W x IMPROVEMENT • 4 BS-1 Oc sP ` ~ _ SWM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� \ R O M RO 7C(S q0 � UI m t Z w 0z U W ' CONNECTION TO FOREST LAKES i P OLO GROUN pSROAp rm _j J a J) < U _ ? O a ¢ PROPOSED © IIl ALBEMARLE COUNTY --� -� -- RESERVED STEEP SLOPE PRIMITIVE ) / I' BLOCK 1 TRAILWAY 3 I " (TYP.) Q, 0 O o N 1.1 z U l ° Z U v, o � m n - -. TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000, h� DEVELOPMENT I w g 0 AN COURT 3' o O o¢ GENERAL NOTES AREA (TYP.) OWNERS: TMP TMPo4600-00-oo-oi8Ao< > oy600-oo-oD-oiBoD Lu - S-{OP BLOCK IS III E D 1 - , >,- �,,.,, F��.: -----� ,' ,' / -s�-, - vd�• _ � I ` _ 1 HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBYJR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK T x SEMINOLE TRAIL Ti,', ✓ - I ' CHARLOTTESVILLE, VA xagoi CHARLOTTESVILLE,VA xx902 Z > 4 HORNE LAND CORPORATION _ �' LONN / _... . -. CC ..'. EN TMP 6 CROCK ETT CORPORATION i II SOPACE (TYP.) E GO HAUGH & H LVIN 435 PARK ST ZO � y - _ •'' t f t '- �.�0 �p� CHARLOTTESVILLE, VA 21901 f7 C7 Z M \ \ � y __-" „y BLOCK 12 °; \ <,- ,.• i I PROPOSED CIVIC SPACE- EASTERN POCKET PARK ;/_ \ --� ,I 1 DEVELOPER: RIVERBEND DEVELOPMENT, INC. Z O O O I BLOCK 1O i - I '` \, ` °•`, BLOCK 1 _ I _' //' a ' (LOCATION TO BE DETERMINED O' \ O- ❑ 455SECONDSTREETSE,SUITE400 w W O EXISTING Zoo -YEAR -1\\\ = WITH FINAL DEVELOPMENT PLAN) "• -- CHARLOTTESVILLE,VAxx903 W W z _- FEMAFLOOOPLAIN(TYP.) g: , \ �•", _., `... --- _ _ PROPOSED VEHICULAR - INTERCONNECTION ACCESS "" ENGINEER COLLINSCOLLINSETT ST, SUITE zooGARRETTST,SUITEK 1./) ZC) z ¢ z z z g _ BLOCK fj PRO IVE --`Jl ',. ° r - — CHARLOTTESVILLE, A xxgox V co g o \ \ ` o ` / T '�`Y '' \ �. ': • / TO THE MONTGOMERY ' RIDGE NEIGHBORHOOD o' MIN. NATURAL BUFFER 0 � w z w a w ni ROUTE x �� �. _ \ ".. - e r r "y'/ ".: ) i' o TAX MAP &ZONING: 0 600-oo-oo-m800 0 600-oo-oo-oiBAo 0 600-oo-oo-oi oo u o IMPROVEMENT 1 .. PATHWAY .. ` \ ♦� a , .d I, i �,:. .:,,� OPEN , --'' �'9 'r '%/ CIVIC SPACE \ / ' / OA D.B. 73-4 PG. 6go D.B. 1333, PG. 450 D.B. 731, PG. 690 > w a m .. �+ S O O f O O z w f < N o '--- .. ,.'+', \ ` SPACE i „ , r / ALBEMARLE COUNTY R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL / ° °• (TYPJ BLOCK 11 GREENWAY �. e 1 a „ '" / MANAGED STEEP SLOPE /� p I < y RV- TOTAL PROJECT AREA: 04600-oo-oo-oi800 - 42.55 AC. w a Z w a Z O u ,,(TYp) ROUT Exg P„I >;, (l'YP.) - 1 '" ' ',' / \•)` Zf\, .: OpD j IMPROVEMENT )� " ~\'• • "` 04600-oo-oo-oi8Ao - 27.29AC. g g SWM FACILITY #x ;_ .., ._.- ', ;�='<. _ e • REENW A,• a ,.-. G(TYPA AY �`.: - ---- '' BLOCK 18 G E$ V \) oy600-oo-oo-oigoo xo7.66 AC. 77 S A C TOTAL O O O Iii PROPOSED So BUFFER ' GR(TYP.)AY in w UPLAND �`, • \ y1 "• ' o PARK � �,� -� r � PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT N .. Tii J¢ z AROUND VDOT STORMWATER- I MANAGEMENT POND ) • EXISTING ARCHAIC WOODLAND •. p; f "-., \ \ ``, ,CAMPSITE AREA TO BE PRESERVED ! DEVELOPMENT i AREA (TYP.) O ti� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15. z g � i'; ��a <-d- `\BOUNDARY J I f f t•o - REBLOCK 16 ��,:a'.,,,. '" INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH7, zoi5. pUr u' Ln ,,, — �. �. ... ^•t '�\'. " \.; ,\ e° EXISTING / DATUM: NAVD 1988 � C7 7 Z Z� i3 m ioo-YEAR TIRE BUFFER FLOODPLAIN (TYP.) ` ` - UTILITIES: COUNTY WATER AND SEWER CV 0100 " BLOCK 0 \ \ `, _ � `• 'S �. / � 4 c') /J FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w � � � � � J PROPOSED RIGHT IN -RIGHT OU ¢ q z �� _ _ � � i BLOCK 4 . - / r ' I v DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF ¢ INTERSECTION IMPROVEMENTS. w SEE BROOKHILL TIAREPORT Sa Z .� E151" ,. _ TRAFFICCIRCLEROUNDABOUTMAY{ ��� I ALBEMARLE COUNTY _ THE PROPERTY. 0 0 0 0 0 o FOR FURTHER DETAILS: '', MAINSTREET _ BE CONSTRUCTED AT THE ���PRESERVEDSTEEPSLOPE -� .'� -->- "'-, r `^ MONTGOMERY RIDGE 3 BLOCK 5 %;;> NOTES: N w vi j BOULEVARD ENTRANCE •.-r•. 3 INTERSECTIONOFMAIN STREET AND (TYP.) - i THE NORTH/SOUTH CONNECTOR ROAD BLOCK -A / �' ' /� NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z I OPEN )� '\ �' _ - jt � � � �` z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (V Q SPACE i OPEN - - DETERMINED WITH THE SITE PLAN PROCESS.N 7 L �� J 1 - - -- �.�-,,;. L (� ) i .a SPACE , ,,yy\ T� > 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWITH - _ J (TYP. BLOCK1 I ,:; ; •. a '�' '� 4y O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. y. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J \� I EXISTING ioo-YEAR PROPOSED ���.../// OR FOREST LAKES. / LU T.M. - z8D' l FLOODPLAIN (TYP.) s.: a, RIMITIVE o , '� ,�� A 5- THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN J C`' 46 !� I TRAILWAY �� O� D THE FLOODPLAIN. A PERMIT BE PROCESSED FOR THE MODIFICATIONS CRAFTON CORPORATION - _ _ I •, I BLOCK 2 DEVELOPMENT AREA O 'c� "� / V OP CAR 2 O (� SPECIAL USE SHALL TO THE FLOODPLAIN. 7 L J �� Q I ( BOUNDARY (TYP.) �/ f�\D a 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LU \ _ - - PROPOSED NEIGHBORHOOD CENTER i _ IMITS OF PROPOSED REZONING c ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE C Z ~� J 3 - / (LOCATION TO BE DETERMINED _ BLOCK 1 WITH FINAL DEVELOPMENT PLAN.) 1 ,. p _ Z L PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. �. LLI Z J # i I# _ _ _ �, _ _ _ _ — _ U �— - _ r � v �_ s ti-- -- m '� I � 7. 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 PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O l R O G G Q U r--, �� Q PROPOSED zoo' BUFFER ALONG RT. x BLOCK l� . C �I _ •''* `" ±ACRE HISTORIC ' `-� SAFETY ACTION PLAN. LLJ Z - J ' LU 7o' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER' ) _-�, BROOKHILL BLOCKS �.-__BLOCKS ' '�\�\ ALBEMARLE COUNTY " •Y �/'�{ \� �r� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. C < Ln J /� W Q APPROXIMATE LOCATION OF _ ' _ ANAGED STEEP SLOPE {Z,,, ` \ �. r �" \ - -�J / 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO <L J = J NOTE: A PROPOSED MULTI -USE PATH " � HISTORIC MARKER FOR THE i� - (TYP.) GREENWAY -\S ( ) / ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q � U TI J i--i IS PROPOSED BY VDOT ALONG THE ROUTE xg FRONTAGE OF THIS 4 ` BROOKHILL PROPERTY; _ _ \ + � r — - (TYP.) i , _ � ._)- '. I , � , .: <� / ,� : \ `� `• 1 '. ) ,� � � v MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. � o••r � O PROPERTY. PATHWAY TO BE u _ _ — — — _ ---�j \ • ' ', PROPOSED xo' BUFFER �,. + ... .% �) ',, -❑� /-- 1 io. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A W F— ( 1 LOCATED WITHIN THE VDOT RMI. '� I �1'i - .:.',',%7,y; �.�^t.� j I LOCATION OF EXISTING ,: 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. (n Y v O UNNCEMETERYTO w ab_, it ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. Q w O O j, " BLOCK 19 �:,.t i -' ,,- \ �� a � l„ J Q o REMAIN , LOCK LINE (TYP.) � e ` + "fi , NOTE: ALL STORMWATER MANAGEMENT FACILITIES �: LEGEND z J � I / BLOCK6 ALBEMARLE COUNTY. �1 ' 0 AND EROSION CONTROL MEASURES SHALL BE w s LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES J Q Ul � LU BLOCK 8 / PRESERVED STEEP SLOPE ��, • ROPERTY BOUNDARY (TYP.) Z 1L Z C W I NOTE: AREA WITHIN THEzoo'BUFFER )-=; o ? , " (TYP. , ) l BLOCK I '\ • • r' •. t rt. ..• VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q Q LU AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN I 7 �:- O EXISTING ioo-YEAR \', +� / iN ` _ . F. ••°•• \) I ®OPEN SPACE N uJ O ACCORDANCE WITH THEIREM ESTS FORESTED BUFFER REQUIREMENTS u„ 'AREA . , f '; EXI DEVELOPMENT �' � ) FLOSTING (TYP.) - P., LNG B-01KHILLR � , III OF i TH CENTURY - TO REMAIN g \ ...••.•••• `P - - •• ° - -..WITH HOA APPROVAL, A io' MULTI -USE PATH - _ ��� SHALL BE EXTENDED TO THE ENTRANCE OF -- - -7 GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS JCL J � U H� Q < OF BROOKHILL '' \L � MONTGOMERY RIDGE. THE FICA WILL NEED �3, ;Dn ce //q� BLOCK 8 ; DEVELOPMENTAREA - - BOUNDARY(TYP.) / EASEMENT DOCUMENTS ALLOWING THELL _ -- ED C3 F HISTORIC HOUSE & THE 19TH CENTURY COMPONENTS OF O EXISTING QI ` ','`�,,� CONSTRUCTION OF THE MULTI -USE PATH j �1 -- BROOKHILL ioo-YEAR FEMA FLOODPLAIN i ON HOA PROPERTY. o (TYP.)OPEN R 1PROPOSE OPOSED zo' PAVED PRIMITIVE TRAILWAY O O SPACE "-- - MULTI PURPOSE TRAIU` (TYP) / 1o'MULTI-USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD Com un epartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR J :. ;; a ROPOSED PEDESTRIAN TUNNEL FIIE7 - �'�. v ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. �Q�\ (D co IMPROVED INTERSECTION t ° , ' Ap FOvec _ Supen/I80F5 m O HTI# AND STOPLIGHT. TIA REPORT SEEBFO �f ,rxY °00 o �`{, Ilia'„, f • POLOGR �-'- PROPOSED IMPROVEMENT TO U,SNFOVER R\ SOPNNP D8t 0000 EXISTING ioo YR FLOODPLAIN O N JUNE 15, 2U15 , x } FLIRT ERESTAIkRT63 DOBROgO(5o) TURNLANEOS SDEETOHEPFOR R\v FOR FURTHER DETAILS _ -••••- STREAMS 48y P Z6.3j __ --- GROUNDS ROADWAY annex LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J IMPROVEMENT PLAN GALE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- zoo 0 zoo 400 800 io' MULTI -USE PATH n — , w � w _ SEE PROFFERS FOR FURTHER DETAILS )rCROCKETCORPORATION PROPOSED LOCATION OF HISTORIC MARKER a JOB NO. 182150 T.M. 46 - i8C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. --- ( IN FEET) SHEET 1 OF 1 _=_— _ SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFICTIA. 1 inch = 200 Pt. PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 C \ Ol N -V Ln N Iaaa N Hai N Ma m m rpp yyt it II I I H 0 II � W J N) Q I I LY --- OOD -- --- -- i/\ -�_ SCOTT7R. C'BLLIN: U Lic. No. 035791 10/26/20 �� \�� � II I /'' � ! /' �,, / / / � ` L� \ � � O`\ Qv� ,\ •\ \I � �jI I � i i � �_-- \\ �_-= I I �'S't I�-I�I J�1 \ �' 1 • / \ T BLOCK 13 o I BLOCK 15 ) A YAN COURT Z W \ \ `�0,�\, �p�I �` ♦♦♦x♦♦♦♦'♦ A � ;� �=ss _ _^- � -•� l���NAO III III '�c� � Lx �Q1� ♦♦����.♦ �♦, ♦' i ' ��_� ,� ��,r����l�� }}1 �I�rA;a'y _ II III `ems` .. • . .. . ♦♦� �� I: �♦ �' �d'1.�� " � • • 11YQI Ilr,•p�ll �'���''9•`� • • ' �. d� /� ♦ � ♦ ` '1 G�aC. � p••i��.,�+. ,. �.•vy1iF••d��'y,, e,�!/ ba `O. � �� 1, �= // p♦ ♦��y1♦� d •���g � !� ••asp � �� � ••a••d` ` � �u�a��,° WWI pi-E-10 MA wow / it �� ;III I� � ���♦��►�.� ♦��'��N,�'�����f� I 4 � i I /1����/� ��►♦� .• :... rJ� .• .:... , • j7�I • ♦♦♦• • • `♦♦♦� • Pt MONSOON /. INITIAL SITE PLAN '�', BLOCK 19 e (� (UNDER REVIEW) BLOCK 6 0 > SUB201 -0011 BL9 K �SDP20190o02 I � � BLOCK 7 FINAL SITE PLAN APPROVED4/23/2020 I ° e SDP2o1800054 ° / INITIAL SITE PLAN \. APPROVED - 09/07/2o18 _ o SDP201900015 \ \\ x FINAL SITE PLAN >` ..... POLO .... ..STATE RT ` R ....... 6 3 (D• g ROAD f5o') 481, P, 263) LEGEND: PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS ARE UNDER REVIEW) GRAPHIC SCALE 1 ..., PROPOSED RESIDENTIAL & COMMERCIAL •• •••• \ DEVELOPMENT 200 0 too 200 400 .' r (APPROVED FINAL SITE PLANS) .......... , II PROPOSED RESIDENTIAL DEVELOPMENT ( IN FEET ) (PROPOSED INITIAL SITE PLANS UNDER REVIEW) 1 inch = 200 ft. 11111 III � 0 ��a® t �a�N� y� .gr�4��y4dx�`,�� � `"' � • tip ♦pig `� 4.' � r tT �� � v7� •j�r�`�'� � ` n V � e g ``. - �AyFdi wi•O- _ ° �*1sr v r� i�•1��y� �•b9A%. wIwo '���5s•:�.�•� admix o ['•x•i�a�°ix e�N•�� •QEpII�W Wv A@�.�P,•• ry�4��� • WRA M. a" MwIg-i @`�/io<;'.♦ir,p�Qsjsi��'0.�s��e d r•iGay� �:� c • ♦ . • fie` • \hOx�♦`. OWNx2N1`r4�®s` SA.;,r��`�►d4l'•5�>>fi LU 1►w��p „.► �r ►' lmr • • 1 CD NWAA w rim khalm M LU LU aim OWN L9 LU Development in AID �,.�j7 s ��•iai n• ^tdlonr�1 u • • N,�^11t�� ••• , •:ems • ��• �t����fc��♦ •��1•l d n�� �a•i�c� •«e •e =O Greenspace/ Amenities (ac) 40Y Area Per Area (Roads, ••• t LU Land Uset 11 t 1 . god•; . � .1 1 1 . .' •I®'•111 .1 I III. ,M®''•I 1 111 • Ol N -V Ln N Iaaa N Hai N Ma m m rpp yyt it II I I H 0 II � W J N) Q I I LY --- OOD -- --- -- i/\ -�_ SCOTT7R. C'BLLIN: U Lic. No. 035791 10/26/20 �� \�� � II I /'' � ! /' �,, / / / � ` L� \ � � O`\ Qv� ,\ •\ \I � �jI I � i i � �_-- \\ �_-= I I �'S't I�-I�I J�1 \ �' 1 • / \ T BLOCK 13 o I BLOCK 15 ) A YAN COURT Z W \ \ `�0,�\, �p�I �` ♦♦♦x♦♦♦♦'♦ A � ;� �=ss _ _^- � -•� l���NAO III III '�c� � Lx �Q1� ♦♦����.♦ �♦, ♦' i ' ��_� ,� ��,r����l�� }}1 �I�rA;a'y _ II III `ems` .. • . .. . ♦♦� �� I: �♦ �' �d'1.�� " � • • 11YQI Ilr,•p�ll �'���''9•`� • • ' �. d� /� ♦ � ♦ ` '1 G�aC. � p••i��.,�+. ,. �.•vy1iF••d��'y,, e,�!/ ba `O. � �� 1, �= // p♦ ♦��y1♦� d •���g � !� ••asp � �� � ••a••d` ` � �u�a��,° WWI pi-E-10 MA wow / it �� ;III I� � ���♦��►�.� ♦��'��N,�'�����f� I 4 � i I /1����/� ��►♦� .• :... rJ� .• .:... , • j7�I • ♦♦♦• • • `♦♦♦� • Pt MONSOON /. INITIAL SITE PLAN '�', BLOCK 19 e (� (UNDER REVIEW) BLOCK 6 0 > SUB201 -0011 BL9 K �SDP20190o02 I � � BLOCK 7 FINAL SITE PLAN APPROVED4/23/2020 I ° e SDP2o1800054 ° / INITIAL SITE PLAN \. APPROVED - 09/07/2o18 _ o SDP201900015 \ \\ x FINAL SITE PLAN >` ..... POLO .... ..STATE RT ` R ....... 6 3 (D• g ROAD f5o') 481, P, 263) LEGEND: PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS ARE UNDER REVIEW) GRAPHIC SCALE 1 ..., PROPOSED RESIDENTIAL & COMMERCIAL •• •••• \ DEVELOPMENT 200 0 too 200 400 .' r (APPROVED FINAL SITE PLANS) .......... , II PROPOSED RESIDENTIAL DEVELOPMENT ( IN FEET ) (PROPOSED INITIAL SITE PLANS UNDER REVIEW) 1 inch = 200 ft. 11111 III � 0 ��a® t �a�N� y� .gr�4��y4dx�`,�� � `"' � • tip ♦pig `� 4.' � r tT �� � v7� •j�r�`�'� � ` n V � e g ``. - �AyFdi wi•O- _ ° �*1sr v r� i�•1��y� �•b9A%. wIwo '���5s•:�.�•� admix o ['•x•i�a�°ix e�N•�� •QEpII�W Wv A@�.�P,•• ry�4��� • WRA M. a" MwIg-i @`�/io<;'.♦ir,p�Qsjsi��'0.�s��e d r•iGay� �:� c • ♦ . • fie` • \hOx�♦`. OWNx2N1`r4�®s` SA.;,r��`�►d4l'•5�>>fi LU 1►w��p „.► �r ►' lmr • • 1 CD NWAA w rim khalm M LU LU aim OWN L9 LU Development in AID �,.�j7 s ��•iai n• ^tdlonr�1 u • • N,�^11t�� ••• , •:ems • ��• �t����fc��♦ •��1•l d n�� �a•i�c� •«e •e =O Greenspace/ Amenities (ac) 40Y Area Per Area (Roads, ••• t LU Land Uset 11 t 1 . god•; . � .1 1 1 . .' •I®'•111 .1 I III. ,M®''•I 1 111 • Neighborhood Service Center 1 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 O 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 w N 1 3A Urban Density 3.3 LOf O L313 Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 Q rr nn 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V rf\ 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 (J 1 4C Urban Density 6.58 - 2.31 1.46 0.85 fJ 0 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96U8A Neighborhood Density 8.55 5.52 0 0.54 1 1.80 1.64 3.98 H 813 Neighborhood Density 17.36 1 7.4 0 4.04 2.76 2.18 8.98 w w / 9 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 w 10 Neighborhood Density 4.6 3.4 0 3.6 1 1 0.1 4.7 a / 11 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 JOB NO. 1 / 12 Neighborhood Density 6.7 5.7 0 3.2 l 0 4.2 CO 182150 1 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 O J 1 I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE Isoo 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 9.7 11.3.1 8.4 9.25 0 0 1.8 1.2 1.3 0.3 0 0.3 3.1 1.8 it t 1 =200 17 Neighborhood Density 15.8 17.18 11.8 8.64 0 0.5 3.3 1 1.1 3.8 7.0 0.2 0.5 7.3 9.1 I' 1 18 Neighborhood Density 34.4 36-55 273 24.73 0.7 0.4 1 4.4 1 6.3 1 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. ' 19 Brookhih House Parcel 3.2 3.2 0 0 0 0 '0 Total 223.9 168.8 10.3 53.6 28.8 1 1 16.0 108.7 p GENERAL NOTES: EXISTING STREAM 1 1 \. 3 \ `3/ j I 1. A 100-YR FLOODPLAIN EX „ ;, v rat T ,r'4Oal v -\ `� j''v v "' ....� I / ♦a - i : ..:.,.� '`�� .. -1 \\`'�: 1\y\v � v v v1 v� -`1. v. nt���111 Olyl r, \ �\ y _ - EXISTS ON A PORTION OF THE BROOKHILL!/ \ v \. / DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT )7 v® - a / // \ PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO EXISTING TYP. J °`_ - - - - - - -- r� y- "=,.a.,. _ . • f+> /,. / _,t v �\�1L ®\. , �.� y / / ( ) ♦ _,- � , � � y - � / y� f FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. SCOTT R. LLINS'Z. XISTINGGREENY(TYPJ �, v a''3 �\ '`, v y I // / O ,\ _ •, 0 4 -_ - - _ y_r ! F \: U v\ 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL U Lic. No. 035791 vy 4• INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF 10/26/20 w - UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, rpm EXISTING PRESERVED - \y :\ 1`\ ,\ 1 j y '� / / / AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE t°SS �G\ z J m / \ -=- " -' 4� '' a \ "\, \ o \. my = X / CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION ZONAL E w STEEP SLOPES (TYPJ- 1:-3., _"w � v��`\v ,' v- � � `.".- \ � v\ �i � 1 v / - �r�---!�. �.��.. / w 1 "`�_y / '<�� \� v \ �'� � � yv\y�� \ / �"/ � ; )/\ AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY ? --�\ �� \ //\ __�_y\ y :y ,• y y- - _- :\� d/f F �y'` \ SEWER STORM SEWER AND WATER -SERVICE PIPING' z \\ \\�/// �`` __.. v 7 y_v\. _�`�.�v\ v.-s- y-_� v / v lv v Iy �v \v C� �yy_-"y--rJ / ✓'-. v yC1� \ r r r w / -___♦♦ / �— � , _� .�:�v` 1 ;/ y y v y � I, v ,1 1 yy � � � ,h /w / y \�\., UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE Z _ _ / / y "> " - J ✓ \ �� \' / \ y\ CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED A F '✓'iI \ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES o SERVING THE PROJECT SITE. 0 STANLEYyMARIIN v -Iv v ..i` .22 9 • ' �y COMPANIES, LLC _ y y_y /Jyf 4. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS o SzT IMP 46-19B7 "'r" --,_✓ . N \� y o0 { r1 - \ RECORDED IN DB. 5121, PG.689 701. a - \ \\ \\ / \♦ PROPERTY BOUNDARY (TYPJ -- _ 44�40 54.z;' _ _ DB 5355 PC 747 1 EXISTING ioo-YEAR FLOODPLAIN (TYP) 0 •g /' \ ! 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE --- u / \ ¢¢o\----------- - 37.80 AC. 0 g1119 / //.: \ \ \ RECORDED IN DB. 5121, PG. 676-688. °o 27.!\ _ - --- \ \\ \ - `_ 42�0g�\ EXISTING STREAM„ .,'` O / / f=�� I � � \ 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED � PLANS AND MAY NOT MATCH THE CURRENT EXISTING k vy Nsaaaazsw'�� *F /i ` - l- — ♦` \ - -- _ _ _ \ \ \ \ \ \ --- =� i%_ ��i/ \\ TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY P \ \6 0 \' \ ♦ _ —_ — — - \ OO \ \ \ \\ UNDER CONSTRUCTION. z n - _� - - -® Qo OO @\OO OO OO OO� -_�\\ \\ J a `� __ OV o _-____-_ 1 \V `�v`Av` v �v v v •s /// EXISTING PRESERVED` \ vvvvvv v♦♦ ������y�v�I ��II1,1� I.- �_�.•�A�w�'V A V v\ \\\VA A V A L O STEEP SLOPES TYP. ___ v v .� A A V o m �__-___--_ / A _ - A AA V `-'\ A A A V A V A V Z J o v _ _ av v. EXISTINGGREEMWAY � -----_v A- - i . v v v OOv � A � A \ v♦ � Y l l e ro1� '._l 1 lT/ /�//�//iT/iiTni1J / i /i"♦ v�. �v� A V A � V� o 0 111F7 \EXISTINGLIA1TSOF 1 1 0 W WOODEDTREELIN- ,- o _,A i v 1 � 1 // , I a .• A V � v A \ V A � 1 A V I I I '� � /� ��_ / i _ -_- - � � / r�'�i/' �/ ' �� ---_ V A \ V A A V AVv_� �� v A o ISTING � -' �— �j o \ \ m M \ 1 \ I I EX1 --� �' \\ \ \ \ \\ \ o CON q SWIM FACILITY 0 7 / / / / I II _ v \ \\ V A\ r d I` // /'i' / l i i i '- i v V /// AV A V I I \ i\ \ \ \ i \ / / / / /' // l / / / / l i -� �%1 \� �'J /� \ \ \ l I I \ IA iA I �. :4 \ ,/, / / / // /' / / // // /�� / I II �1 /T -•i� �/' -_-__ v�_�� i _ V A V 1 ♦♦ r A AV A / .I III �I 0 0 vv v v EXISTING RIGHT-OF-WAY LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES / / �`/ / / / V/-' __, y// ;=v—___-- � , A\ it �) I N 2 v HAVE BEEN DETERMINED TO BE LESS THAN zS%BASED ON NEW ti S o zo.ft E / ---- /' ¢ � o v 12, COUNTY ENGINEER AS PERMITTED UNDER SECTION o. b h 3 �/ \ 12j 8i8 I - /� 1 I 0 0 \ y \ DI WATERLINE _.�' ,I I TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF HE / I / 4� / / 1 / � / - / � ��_--__ -_�� � \ II I I II I � � I n f 1 � � I' � / � �I '" o EXISTING _ / \ - _ �\ -�-� ��A 14�I- �II SVA�\ �� I I I �� T E vv A vv v v -- �_ v� _--- / \ \ I 4 1 XISTING CONCRETE SIDEWALK \ \ \ \ i __ < I A � ----- � o 0 V A \ VA \ V v v I A I II I o o EXISTING PRESERVED vI r A A v 3 0'_ A I _ 1 II1 STEEI PSI LOP o I ES TY\P 1 �>R00E114 IB\ TM�21 AP fi vv vI TMR \,; •,w DB 51y3IYCl 44vv a - --- __- _ 7 \< \ 19. 51 �d. -- --- - - - ---- Cn Z � v III :� lin v 1 I 11 A 1 I / Lam/ I / // / _ vAA\VA �I / ^3/ I I �. I I �I v / / / / .� / /// /� //� -_ _ - �` VA�V A f /I I / o v v I \ / ////// // _ _ _ _ _ �vA A V A 7 i I l�lll I A / ('7 > II 11 IIIII II - L-z356z,R i 000 9 \vvVAVVA AA�VAI\IV I - / +. C 3 S59°� J S.,�a§ l / ! _ % /'i' /V A A 111 I I I I / / / !' / / l I I -� A A M / 4 �/ I / / / / / / I / �O I A \ V A\ o zoo.000' -EXISTING LIMITS OF � W_O-ODED TREE LINE/ vI A \ ♦ ♦ � Lu C:) > o -- -- -rI v \V \\v v -0 ----- --- - _ - -- -----_-- - -- _-- -- - XISTING>o'CONCRETE SIDEWALK 0m ----------------, II I II I I I II IIII III /// EXISTING zz" DI ao zWATERLINE I IIIIIIIIIIII III IIIIIIIII IIIIIIIIIIII I-_'-- __ - i //�/�/�/ / vvvvVv� v `�v �V A - - - - - - W- Ase--------- --Q o - - - EXISTING STORM N5go oy'z6.55"W WSEWER SYSTEM N 41.6zo' I III / �o xESEnFD PDATP---------------- A/ c I IIII I I I I I i �� _-- --_, / / \ pEpICAlION UPON DEMAND E%. STpfiM WA1FR MANAC-0AENT ACCESS \ I III I � I \ \ PxoM hlE cauxtt. I I I I � V (Ds. mot PD. aaa) > 0 I 9 `o Li —,—, 111\IV�1V1VA�AVAAAV�AAVA \ �I V /_ EMS Z\\ V A\�� ... / / \ \ 1 /\ \ EXISTING8" / / 1 \ \ \ \\\ \ \ \ \\ \\ \k'�`L \\ \\ � � \ \ \ \ \ \ \ �; r�-� \ ♦ Q � az vv vv v\ n _0' vv�v v v A \ SANITARY SEWER \�\ E\ _ \ \ \ \ \ \ \ \ \\ \ \ \ O \♦� J ' Z o "- --- - - - Asa ----------------- / \\\ \\ \\\\ \ _ \ \ \-�\����� \ \ - \ \ \ \\\ �� 3 / � Imo\ O ��-a3a' I / �r-------------- \ \ ' z6.55"E �\\\\ \ ♦�, � \ S59004 EXISTING io CONCRETE SIDEWALK UI � (D 67.25-------------- EXISTING sz Z -0uJ WATERLINE XISTING RIGHT-OF-WAY BLOCK 1B z ly. �I \ v AI� j /j! //' V' _ ID A\ h-1 0 / IPROPOSED �l, _Lu PROPERTY LINE / N utzs w / I�\_ \ y - > �-� \� l j / �/ ! /// / ' �� \ \ \ I OO \ rI f- IX > / J v E IIIl° � ° h //-� �`i0'III I l I Ln W a / Ile o ,n o I I I if I I �y I 1 o /Go v EXISTING ARCHER AVENUE N59 04' z497"\V / \ \ CURRENTLY UNDER CONSTRUCTION 3-54 5 _ IIIII IIIIII I 1 / \ L=z z, R=i .000 -�--� I / / III A Illcl III IIIII IIII I �I/ I 1 z II I �SEE PLANS UNDER A=89'9�4O ,`: I I\I IIIII 11 III IIILu w BROOKHILL II IIII .. V I I I 7 7 1� - - _ _ - _ _ - - - - - DB 5011 PG 170, DB 7 6 G 1 CORPORATION 5121 PG 644 V v I I I I I I I I I I 11 11 11 1� 11 11 1 �� I I / I L� z SUBzoi oois CROCKETT I / / /\ \ I I I I I I M / I v �0 XISTING 5 CONCRETE SIDEWALK / v A I I I I I III I 11 I �� w A TMP 46N 19B1 C I I I ---- / /' / CROCKETT I j I I IIII l /// 1 1 1 lI ; 1 I'. v / DB 5274 PC 376 \\ I z I I I I / / CORPORATION v v I I I I I I l DB 5133 PC 445 l I - - I -1 1 Asa � / / TMP 46-18A1 19.05 AC I l 1 1 I / /' \ \ I I I l // l ' 1 \\ f- O o 13 �. 11 V ��-------/ EXISTING // / // 2.96 AC. v NiD,TH Pl�@LSWMI I I I I I I I I I / I 59°r3' g. S o° 6' o "W CONTOURS o / �� / vACCESS EA ME�JT `S i-66'E- -- 3 3 4 34 // // A vv I j I l I l I I I I I I I I I I III I i �� �V A > Lu zo.5y6' ° o / ,m V v v v I I I I I I I I I I M I A A h V 1 / I I A v 559° oy z4.86"E / / v v \ I A V A V A A I [�/ o / I y / A t o II A l A I(� o ry ro' IIIIII I I III NCI II II IAI� VA A A Q n 3 4494' a / / A vv \I 11 111 II I I Il II I II I I I I I Iron I 1 11A �' A nr BLOCK 4A I azp 6 e / Q I I 1 1 ` AA M IA w II BLOCK IA v ! V ` VI I I IIII I III lal 11, \VA A\(� o vv 0 EXISTING 8"I� j 1 II 1 1 1 1\ 1 1\�� V A\1V A A A A W\ \\ �� v \ V AA \` a RI A o ,n I ---- \ V AA 04 SANITARY SE o / v v v ` \V A A AV A �� vAV v \� I\��� \ u V A ♦♦ o EXISTING FIRE I ".' poRANT BENCHMARK STIR TOP=44z. oEXISTING -.-I /,\\\ w/\vAA � \pA EswWA RLINE --- - - - - - 06.5121. 6s - - - --- ------ L=132.6 --- 44.026'_--- __-.' A 11\II V V A \ A A � O LFw �0 �-36 o EXISTING STREET;IgT p SIGN- JOB NO. SALMANDER STREET (ueuc aono, VIE. 5274, Pc. 37e) Z _ 182 150 oPCFI D 5MPH EXISTING 5'CONCRETE SIDEWALK AP rLE SCALE `o0 o P F v - _ - _ — — ----' ----- - - - •. .. ,. 1 G ,��� �;--__ : -- - aroa'zs T-'_--_-- _--_ - Ns9roti zsw �syss--__�--_------- v /O - - - - HAUCH, 'CHAR ES I _ ' n3.6]' -- �r EXISTING SAL --- _----___ L=111.7 - / r 4 W I i35.�5• --_-- ----- _-- - _ 1' _ EAso - 1 I EJ OCL$ BYI JR/T� CURRENTLY UNDER CONSTRUCTION/ HAU.CH, &li 7Ji,_� '--- ------ - - - - /� �' g0 �/ A V -- 0 '' /'� o I TMP 4-8 1 SEE PLANS UNDER SBY 'lf I / il, ______BLOCK6 _----_-_-_-_--��-__ Azk v A •"'� I; �vI III 1 ' SHEET NO. n I' -BLOCK BB �IC� SUBzo180011 /------�� ��� ��� A N 54.3� hi ly;'f..4-'x I I rn I / /3 /_-IN"_fET-�i----��� Y \ A A 8B 52 5 P 63� S TZ341 6-18 fl I l ✓ /� ..� -4. V `� _71 _— V W 10/76 /A�JP 5 3Bg3, I rn / - O 0 _ \ I / / / .% �� /, - 1 inch = 60 ft. -___, - \� 4 / - V I --� ./: I I lei / / / 43� - v v \ v A / ��-vim v \ yrjL jjj r rrrrrry jyrrrr r ry y j s j j_j=j ' BLOCK 9 r v BLOCK 4B m EXISTING STELLA LANE (PUBLIC ROAD) BLOCK 4A Al (vjv O v 9 j I• . �0.." Il�r r � /'-,•v ___.Y- t '� `� r // �. \ \. . ��`� • ,\ r r r rr r r rr I \ r ' `vv j r r Ljjr v r _ CeJ�/ Oo OO OO OO OO OO OO �� �° n�.. (176 SEDMENTNG #3ORYITS) `\----------- � Irr,I�I�r�ri� II®11�1� A�� ILA k PROPOSED 1 1 AENT_B_UILDIN_G#2______ (4-STORY 66 UNITS) rl PROPOSED ICE RINK (31,850 SF) 4— FUTURE BUILDING NUNN L j %• BLOCK 1B '•' ... o- -------------------------------------- PROPOSED APARTMENT BUILDING #1 ---------------- - - ----------------------------------------------------- (4-STORY t I 68 UNITS) ,'' 1 FUTURE BUILDING '1112 F1111111 v IIII ujlul k7 SCOTT/R. C$LLINS'Z Lic. No. 035791,E p 10/26/20 "Aj 0 J QO 1 " •' ' " vui m Lu J o j 0 0 Qo �. V L z V, W 0Lu o � QO ` OO o O I N W C N a Q / / ' Do /� CA ' 0 L9 i O ti � M o � rn Z Oo N Q O CY) J I 0 1 OO N w i� O N H� N V, ) ` OO O > `\ o > J \,\o w Q O J o �j > W g F z ur i O z U C) �--I m U J W O Lu � m o ul U) J w J 0� 1-4 U _ _ rn JF-o W Q O Li O u F_ W J H EXIS ING IAN ER STREET Fm BLIC RO B N j 182 150 CEMETERY ' GRAPHIC SCALE SCALE j 6. 0 30 60 �1 "=60' SHEET NO. BLOCK 19 —� ( IN FEET ) 5 1 inch = 60 ft. FUTURE BUILDING FUTURE BUILDING v NT BUILDING I I IIIIII I \ ------------------------ —' ; WETlNG .`..`.'.'.'.'.` FUTURE BUILDING FUTURE j '.FUTURE IUILDING-, FUTURE BUILDING FUTURE FUTURE BUILDING FUTURE POOL \ ' I P \ Ll \1 � D' PROPOSED MONUMENT SIGN „ PROPOSED INGRESS/ EGRESS LOCATION ".PROPOSED SMALL FITNESSJK (TYP.) CENTER AND CYBER CAFE ONGROUNDLEVEL(z,65osf) PRFUTURE FUTURE -TH OMABUILDING BUILDINGPROPOSED �7APARTMENT BUILDING #2 } - OSCOTT R. LLINSZ (4-STORY - 66 UNITS) __----- U Lic. No. 035791----------PRO-- ------------------------------------------------------ PROPOSED zo'--- - ------------------------ PROPOSED PROPOSED TRAV LW ��o� 10/26/21 RIGHT OF WAY 81x20' PARALLEL PARKING SPACE S' BIKE LANE �rSIONAL EvGl — — — — — — — — — — — — — — — — — — — — 5' SIDE SETBACK - �. _ T I SIGHT - T ` D STANCE=z8o' ---- - ------ -- ---- -- w > w \S oo w 60 w _ T T T a N �GNj N CL N d o¢ 5 u? u? T T T T T T m T T T T T T_ m T •f;P o� � , �, - T m T T m m T m T T T T of TeiinrT m T T T T T T T �T.'TT.T.'.�TTT�.'.'.'TT.�.�T'TTT'.T.TT,�TT.T-T�"•.T.TTTT�T'.'.T.'.'.�TTTTT'..'TTT m T T T m-SEE.SHEET 7T m.. T.. T -, -� T T T Z o' T STELLA LANE - PRIVATETSTRE€T- a .m a T � 109' RIGHT OF WAY w w-\S�pNC� ego (n en o ¢ S�GN (D o Bn - - w Ln O Z J MONUMENT SIGN a A - _ --- ,..:�' fir' :" "+, r:� a z ICI a SSIDESET BACK ME > ---- - - - - - - - - - - - - - - - - - - - -------------------------------------------- - ----------------------------------------------- ui PROPOSED -a PROPOSED STOP \x I N&Ii RIGHT OF WAY PROPOSED zl' SIGN SEE / 5' BIKE LANE .. > TRAVELW ---- E/PE/° PROPOSED ° Fa FUTURE FUTURE FUTURE I APARTMENT BUILDING #1 O It BUILDING BUILDING BUILDING EXISTING - 68 U NITS) STREET TREES ALONG ARCHER AVENUE I I I I 1 I I u I 1 m ' lSJ(TYP. I Q o ° PROPOSED 6' CONCRETE 'S io -� io -� VPROPOSED PROPERTY SIDEWALK (TYP.) N LuN w Q PROPOSED PARKING Q BOUNDARY (TYP.) LOT POLE LIGHTS (TYP.) _ F EXISTING ARCHER AVENUE 1 g' a CURRENTLY UNDER CONSTRUCTION 1 SEE PLANS UNDER P 1 � SUB2011 700117 PROPOSED \ ` zo' \ 50 GARAGE /P E/ (TYP . Z3 I PROPOSED VDOT STD. CG-lz SEE DETAIL ON SHEET to *00 PROPOSED VDOT STD. CG z 4 PROPOSED HANDICAP SIGN i It LuSEE DETAIL ON SHEET to It W - SEE DETAILONSHEETlo (TYP.) Q Q A' 18' z6, 9 a F/C-F/C F/C-F/C 14 > 21 J TRAVELW YP 16' i5' 16' z4' F/C EDIA F/C-E/P E/P-E/P q B i 9' d7 i 14 YP. 21 BLOCK 4A 1-4 93' BLOCK lA I E N N N N N N N E N N N N E N N E E E E E E E E E E E E E E E E ° I I R R R z4' VE s�, I II II II II II II II I I I I I I LWA A ____ I __ I_____ _ I____ ___ I_____ I _____ ___ I_____ ___ I ___ O EXISTING APARTMENT EXISTING APARTWENT ; I II II II II II II II I I I I I I BUILDINC3 ;; BUILDING 111 - IIIII IInInIII IInInIII -----nnnnI nnnn IInnnnII IInonoII IInonoII -----iII iIi ------- - --I ------- — — — — — — - -----------Y14UNTSI----- II ------- II �I118 UNITS - EXISTING 1 _ >a STREET 1 AND STOP SIGN •- ,. ,. .. ': .. ..,. °. Lu z Q EXISTING { - - '- - - ' z Q EXISTING 5'CONCRETESIDEWALK SALAMANDER STREET v a - GHTp�STpNCE=z$O u � Q (PUBLIC ROAD) LD� N w _ - 5\ V)= J N` N d PROPOSED STOP w = ? w W EXISTING 5' CONCRETE SIDEWALK 02 SIGN (TYP.)os Q e . e -. a °. ✓ ° -'6 ------ ----- 7- EXISTING STREET TREES DISTANCE TO NEAREST INTERSECTION = z ° ALONG SALAMANDER STREET I EXISTING SALAMANDER STREET 35' CURRENTLY UNDER CONSTRUCTION CEMETERY SEE PLANS UNDER BLOCK 8B I $LI6201$00115 Al- 1 BLOCK 19 I I I -- , I - - - --i--------- -------- ---------- 77 I 10.4 ii.8' 1 .8' 11.8' 10.4' PROPERTY AREA OF MILL & OVERLAY ED INGRESS/ PER VDOT WP-z LOCATION BLOCK 6 0 N W C N ¢ r4 0 L ti ® M N Qz � M J N W O w N ~� J > W Q W FFF[ IFU J CLUB > — W z O z J � J Q M d U�--I Lu Y U w O ~ J ul U) z LULu Lu rQn O V O N GRAPHIC SCALE 0 o a5 30 6o ( IN FEET ) 1 inch = 30 ft. I w a u=) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 ♦` y y y_v TH O y y FF y OC 11 y ♦ y y y y y y J` y y y y O SCOTT R. LLINS Z J/ ' XISTING STREW y y U Lic. No. 035791,E EXISTING GREENWAY (TYP) 10/26/20 w 101VAL ECG l l ' Z PROPOSED D GARAGE `♦ NT ♦ ee #3 PROPOSEDTRASH COMPACTOR \ \ (4-STORY � llllll u{ 76 UNITS) PROPOSEDVDOTSTD.CG-2 SEE DETAIL ON SHEET io ♦ a k 03 Z k ♦ u ♦ w m 10.4' O 10 9' I o w o� ♦ ` — uO o Z 11.8' 11.8' 11.8' 10.lt' O ( P.) r F ¢ ` . . . . .�^//�� z co 1°y PROPOSED 6' CONCRETE k TYP.) F k ' m SIDEWALK (TYP �.. / - v14 W i00 O 3h 60 26'14 \ j 0 TRAVELW { 18' 1', 18' s 6 .i' % ( P.) 16 : 1-I F �/ : (TYP.) g•: \\III// F C-F/C FYC-F C PROPOSED HANDICAP SIGN .I `, SEE DETAIL ON SHEET - EXISTING N d 1 : : PROPOSED PARKING PROPOSED i5 1' x6'm w LOT POLELIGHTS(TYP.) 15 `/„I \\ ICE RINK SWM FACILITY C PROPOSED VDOT STD. CG-12 N E P-F/C EP F/G-E P > �' Q 0 1 1 SEE DETAIL ON SHEET io ¢ (31,850 SF) � N o 32 (TySEE + PROPOSED BIKE RACK (7 SPACES) 'I I 11 SEE DETAIL ON SHEET to PROPOSED HANDICAP SIGN 9 ' I, : - } SEE DETAIL ON SHEET io 1 iI /Wf R 9O a ° } PROPOSED �%'- - } : : ,��'� R` PROPOSED VDOT STD. CG-1z I\ i MONUMENTSIGN PROPOSED VDOT STD.CGz ¢ SEE DETAIL ON SHEET io \ �� v~i L I SEE DETAIL ON SHEET to 'S PROPOSED 6' CONCRETE w (TYP.) n > SIDEWALK (TYP.) Z PROPOSEDSTOP ( �. \--- -----_ ® M I' z p SIGN(TYPJ R- .,P �.. Q- S, ° .. �, ------ o) z I,I,I 1 f v 9' O a w u \\\\I I// YP.)16 N F \\\\ I// X tio� a 2oR k O CV &M6, O w LLF7 p v~ z S� o 8' 8' 8 ------------- M ` BLOCK 4B — — — — -� w W w X W m F I: N d N >: N. > :PROPOSED VDOT STD. CG-z CVLu SEE DETAIL ON SHEET 10 O0') w �^ 9' a N zpO s NF ( P. 23 ( .) N� \\ v t 1... PROPOSED INGRESS/ l � zQ w EGRESS LOCATION 26' - _ 9 v~i z—TRAVEL W?j (YP.) LLI PROPOSED HANDICAP SIGN PROPOSED 6' CONCRETE PROPOSED VDOT STD. CGz s ♦� > 1 SEE DETAIL ON SHEET io SIDEWALK (TYP.) N > SEE DETAIL ON SHEETlo NLu H� PROPOSED VDOT STD. CG-lz O1 Q ¢ PROPOSED PROPERTY p, F F BOUNDARY (TYP.) w z \ SEE DETAIL ON SHEET io I- - PROPOSED PROPOSED PARKING d 9r ~� z EXISTING STREET TREES \ ; LOT POLE LIGHTS (TYP.) F ,� 23 ALONG ARCHER AVENUE PROPOSED �� (YP.) ao' 4 (YP.) U O Q \ ; GARAGE - ,p, - J Lu 9, v a O LIJ m co \\ ul O N io i : io _j PROPOSED PROPERTY ' \\ X . Q �, ''� ¢ BOUNDARY(TYPJ < o U Y EXISTING ARCHER AVENUE m d� F R ��A LLI CURRENTLY UNDER CONSTRUCTION P 9' ~ O SEE PLANS UNDER n 11.8 11.8' 11.8' s0 N }Ll SUBzol7oon7 n 10.4' S Cl) Lu FUTURE LLI J B 1 BUILDING LJ I \ F- PROPOSED SMALL FITNESS X (TYP) ~� CENTER AND CYBERCAFE ON p, GROUND LEVEL(z,650sfl FUTURE FUTURE i W PROPOSED BUILDING BUILDING E� PROPOSED F] MAIL KIOSK ° O j APARTMENT BUILDING #2 N r 1 1 x> Lu s �\ (-STORY - -- UNITS) ~ — — ------------ ----------PROPOSED------------PROPOSEDSTOP ----- 20-- - Q -- ---------------------------------------------------- -------------------- \ PROPOSED 8'xz0' PARALLEL PROPOSED SIGN (TYP.) LW LJ RIGHT OF WAY BIKE LANE TRAV _ _ / - PARKING SPACE S c) LJ.J / /°4 ----- --------------- ----- - ------ -- -- - O --- ------ - ---------------------------------------------I-- - � 5' SIDE SETBACK 04 PROPOSED.. MONUMENTSIGN - 9 --T T T T T T _- E 2�0 4 - _ GHT DISTANCE=?8or- - -- -- - . T m m m T T I I...' I 1 -- --- p w M. w `^ > -S D\Sj 00 w.. ao Lu N a �rtsr'SVGN K N -. ---- - - __ ,. T ,. T T ,. T m m m T m T T m �_ a U)) w _— �� .. T JOB NO. PROPOSED INGRESS/ EGRESS LOCATIONTM�TCHLIN _ T T T m T T T T T T T T GRAPHIC SCALE m scale �� 7� �m BLOCK 16 T T T T T T T T T m T T T T T T m T T T T T T T T T $ Tm T m T T:� m m T T m T "SEA SHEET G T T_ T T_ T_ T _ T T T T T T T T T m m _ T T -- 30_ o �5 p 6o 1„=30' _ "SrTWA LANE'PRMVA:TETSTREET. T - T - T T T ,� �s- = - T SHEET NO. = ' -_ '- M LL >� 109' RIGHT OF WAY w w - -� �— -- ( IN FEET ) - - ------ -- ~ a m ¢ N �PN�E-2$O \GHj O\S 1 inch = 30 ft. 7 / II I IiII I;. I I - 0 l \ \ / e \ I \ II I I I I I I I tle. 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T T T T Z _SE�ETSFi°EET 9* T IT I I0 PROPOSED 8' PVC , u --- SANITARYSEWER Z o • m / o - ------ --- ----- —-------- -- — — —-------------------------------------------------------------------------------------- W v — _ / °° •/ i� / / PROPOSED FIRE HYDRANT I / ui f ASSEMBLY W/lz"x8"TEE / PROPOSED FIRE ------------------------------------------------------- - — — — — — — — — — — // p 4 ---- ;. - i -- - -�- - ------------------- / p� PROPOSED PROPOSED 3°WATER LATERAL i i FUTURE FUTURE / FUTURE AND 1.5" METER VAULT I / / APARTMENT BUILDING #1 I l 1 1 BUILDING BUILDING BUILDING (4-STORY - 68 U NITS) c I I /I I o I I N I f / I e II I � I o I ,•°44 1 I I _ I 1 �UTO TOYED 2o' AC TA L9 I� 1 / 1 Cyi N _ I / ; \ 452 Fq / � I ee ^ / I _ 1 �ill� SANITARY LA ,1 1 I 1 I \ _ 454 — � ✓ / / // � N uj I SANITARY LATERAL j i i — / / \ I PROPOSED 15" HDPE PROPOSED zo I PROPOSED 8' PVC / O STORM SEWER 1 I I \ 1 I 1 SANITARYSEWER DRAINAGE EASEMENT / / / c1li H� 4S — i,\\ 7 1 l _Q — — w_ ° 4i 1 /II ps /I t LU J w 8 / p \ L— 0 I \ - — — ---- — -- — ---- — -- — ---- — -- — -- /-------- — —C--- % Q — — — —v — — — — / B (� Z Lu ----------� — — — — — — — — — \ / / —/ /----------------- PROPOSED~ •------------------------------� ------------------------ BLOCK IA �- ti - - - --------------------------- e- ----h----------------� ----� - -- - — — — — — — — — — — — — — I - PROJECT_ / I — \BOUNDARY % — — — — —� 06 ® ®I ® ® ® ® ® ® T ® ® ® ® ® ® ® ® ® I ® ® ® ® ® 0 I i i l EXISTING MH-SAN r_ i' -I •' r'i i r'i i r'I i r'I i i' -� i r'I i i' —_T _T _ T _--_T _T I U � \ I ii ii EXISTING APARTMENT ;; ;III ;III - - EXISTING APARTMENT I I W O (. I� BUILDINC3 II .I .I ! ! PUILDIN " -� 'IH yF 'I " -yl 'IH -yF -t -y -Y -I -t l ---- " �'18 UNITS° - 14 UNITS / I J ✓ EXISTING �I (� bpR' i / _ _— __ m i n n n n n n n i i i i I i I .: MH-SAN-lg' � �� �� �� �� �� .I .I .: I J �� �� �� �� .I .I 14 j w/�/ J 77 EXISTING IRE - - - - --------- ------ - $Q HYDR NT --- - ----- -- -w - - --- - -"w - ---- ---- J w o $� EXI ,� G --� Lu jC afII — SAL_AM—AN STREET / / OLxu: BENCHMARK XG 12" D.I. m STIR TOP-44z.4L+PUBLI(sOAD WATERLINE � � — — III A \ / CEMETERY -� x a m / / I — — — — — — — — — \ \ \ \ \ -- \ �\ \ BLOCK 19 I / / 1 A I [ I I / / / BLOCK 6 v— \ V v roe No. 182150 /GRAPHIC�CA-LE v v SCALE 30 / _a �5 0— \ II - - 1=30I I---= r--- SHEET NO. 1 inch EE 0) ft. 8 o- TH OF�� BLOC�K11 -� y-- y y PROPOSED WALL` \ \ \ \ \ \ \ \ �\ \\ \ ♦ \ \\ \ \ \ \ \ ` — — — — — — — — — _ \ \ \ \ \ \ \ \ \ \ \ \ y� y -V y -V y 0 SCOTT R. LLINS'Z — — — 1 (MAX HT=8) ` \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ y y y &XISTING STREW -✓ — y U Lic. No. 035791 � \ - EXISTING GREEN WAY \ y \\ \ \ \ / \y -V o� 10/26/20 w4 off\-�y l'� - SSIONAL EEO - son \A------ \ PROPOSED WALL _ — — — — — — \ \ \ \ PROPOSED SEGMENTED +— 1 `(MAX HT=8') — — — — \ \ \ \ \ \ \ \ I PROPOSED RETAINING WALL \ \HT=6') \ V A A--- V (MAX( � � _— — PROPOSED zo' - -- — \ ♦ � \ \ / APARTMENT � v � A V A \ HDP� \ \ 1 \ •- BUILDING #3 \ ` \ \ DRAINAGE EASEMENT PROPosED1 PROPOSED 8" \ \� \ — — v v _ — — ` _ - — — STORM SEWER (4-STORY SANITARY LATERAL \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Y z 76 UNITS VA \ � 1 / '1 I/ II _, \ v ---_ — _ - — vv v � ♦ \ � A �\ \� \ �\ � � II /� d a u \\ — ` ♦ 1 / w to 10 100 ��♦ \ — - A ♦� \ \ r 11 •' A �— V e A i�l\W V V A / / 3 .♦10\ i \ W / \ /ce too 1 / 1 I \ i I I I I \ / " / i.: PROPOSED 1 , / o d �r ICE RINK / C'XISTINsi N /SWM'FACILI�Y✓�i a PROPOSED8" (31,850 SF) I / / �/ / / o N SANITARY LATERAL I PROPOSED 3"WATER \ 1� PROPOSED3"WATER LATERAL / I l l / / I �� / / j / — — / — "mil1 • AND 1.5" METER VAULT ',1 LATERAL AND 1.5' ' METER VAULT \ 1 e [PROPOSED y�� FIRE LINE it I I PROPOSED q" I. ,1 1 FIRE LINEL9 \ I 1 PROPOSED 8" 1 I I �\ BLOCK 4B TIE-IN TO EXISTING \ iz" DIP WATERLINE I I IIIIIIIIIIII I I I I I IIIIIIIIIII ° I I I I I I n IIIII III II III II II III I II I I I I I I I I IIIIIIIIIII I I I I I I I I I I I I I I I EXISTING iz" DI WATERLINE II�I�II I I I I I I I I I I Ili Ili I.., I I II J / I,I i �T l / ---------- ------ ----- ----- DIPWATERLINE f I ", �® 1 p I 1 •• - -, N Z III PROPOSE \ D TYPE A - - / i / \ \ BLOW -OFF ASSEMBLY — — I N I 1� 1� -- a Lu PROPOSED zo' ACSA PROPOSED FIRE HYDRANT \ 1 _ I / / ` ` W N �~/�'� UTILITYEASEMENT ASSEMBLYw/u'x8"TEE \ 1 — I / V / \ z I I 1 ui T -r LU Z Q (3 w PROPOSED8"PVC \ Z SANITARYSEWER \ ✓ \ \ ` PROPOSED PROJECT / / \ / / — — — — PROPOSED POWER PR POSED FIRE HYDRANT I 1 / / / — � Q N w U TRANSFORMERS AS EMBLYw/22"x8'TEE I �_PROPOSEDzo ACSA 114 BOUNDARY \ I I J/ // / / \ I / — — — — — U) Z Lu I — - 4 y UTILITY EASEMENT W a" / — I / I 1 06 PROPOSED is"� HDPE l\ \ STORM SEWER :I PROPOSED 20 DRAINAGE EASEMENT ~�PROPOSED8" \ 1 I DIP WATERLINE \ I ( � \ .' / ' / / / ' / FUTURE '� W � \ \ \ _---------- - —— — — — -- // \ J / BUILDIN w L. G \ — / 1 \ -- AMC- PROPOSED 8SANITARY LATERAL . _ I \ FUTU'�E � — _ — _ — — - — — —FUTUURB- — — — — / / / \ ''� / ', . � Li �UI\DING - BU�DINFr PROPOSED ° . °. i � I -I- \ APARTMENT BUILDING #2 PROPOSED 3" WATER LATERAL a :I : _ AND _ ____ _ - _ a;=, Lu "METER VAULT i.5 / - - _ ! _-- \ \\\ \ (4 STORY-66 UNITS) - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED 4" FIRE LINE (---------------- - 1 Q ( _ V M \ \ aJ, - - I __ _i/ O ,1 m m /X -J.mLi O ° 2� \ � PROPOSED sz' - I ----- ---- - ---- ------ ---- - DIPWATERLINE POSED ----L--- - - - PRO -- - BLOW -OFF ASSEMBLY - -- \ m T T T m m T T m T m a m JOB NO. ---- ---, --- ----- „ = ", m m T T T mmmmm�T"T"mT.T.T.TmTTTm" 182150 r- _ ry TIE -INTO EXISTING -' T . m m-MATCHLWE m T I d - I m ,PROPOSED zo'ACSA m m m m m T T ; a; 'T : m T." m T T - �r\�ti,AP H'c . sl T .. T m m SCALE iz"DIP WATERLINE , T T m m �m---A--��II m� m BLOCK 16 m m T m T m m T m T m T m T m m T T T T T m m m 30_' T T m a m �o m m mbo m m u r mSEESHEET8 UTILITYEASEMENT 1 =30 s S-4— PROPOSEl /( IN FEET SANITARY SEWER - ----- I ,-" 1 inch = 30 ft. 9 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. V. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOTOR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUC77ON INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296-5832 48 ( ) HOURS IN ADVANCE OF THE START OF CONS7RUCTION. 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 774E COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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 APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT 7HE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAYBE REQUIRED AT LOCAT70NS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, lT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND 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 7HE 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 INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. 7HE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON 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 SA77SFACT70N OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N 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. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC77ON. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLAT70N OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL YM 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® O.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WI7HIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 7. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON (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 SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 07HERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.' 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR S TABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CG-12 ROTED�NEESGE�OF THE NHYYRLICCMNTIW((DEi N HOMES. AREA ISQUARE VARIED GENERAL NOTES DETECTTAABEE WARNING SURFACERLIWIER H LSGUARE YES) 1. THE DETECTABLE WIRING SHILL BE PRONGED BY TRUNCATED DWES. EACH OF THE (HOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTIBLE WARNING SHILL BE FROM THE MATERIALS APPROVED LIST FOR W SUMMARIZED FOR EACH CURB CUT RAP. DETECTABLE WARNING SIFICES. PRODUCTS HOT LISTED SMALL MEET SIDEWALK RAMP 12A MAX THE REQUREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 43M NA% WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CUM RAP MAY BE PWRFO MONOLITMICALY WITH RN1P 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BATS. 4. IF RAMP BOOR 5 PRECAST, HOLES MIST BE PROVIDED FOR DOWEL BANS SO B THAI WJONNG FLARED SIDES CANBE CAST IN MADE AFTER PLACEMENT 0 MAX 0 PRECAST RAMP BOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 3. BOTHOFOF WED BARIH TRUE RNPE TO MFLOOR,ND-DEDIH PLACED OF TRNPE�WR.CENTER MINYW&WC PERPENDICULAR CONCRETE COVER 1V". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS NE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN T. CURB RAMPS PIE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED V2`R MAX-T BY THE ENGINEER. THEY NE TO BE PROVIDED AT INTERSECTIONS WHEREVER UPI MAX l N ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSW&KS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGNEER.ND BROAD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT PGUES,FBE PARALLEL HYDRANTS DROP INLETS ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED STNLE.FIRM AND ELF RESISTANT PATH CONNECTING ALL ;PPAVEMENT ACCESSIBLE ERMENTS OF A FACILITY THAT CAN BE MPROACIII ENTEREDE NKY4%\'yV, ANDUSED BY PEDESTRIANS,R4�, N�VRV1If•A1�;VV%�V 1�'VfR. THME C MAY RE PLACED A RAIDIT IN TANGENTS& F THECS PROWLED TMAi THE CTHE OPENING IS PLACED WITHIN TIE LIMITS OF THE CROSSWALK ND12:11 ,y BTHAT TIE SLOPE AT THE CONNECTNN OF THE CURB OPENING IS TPERPENDIWLN i0 THE CURB. . NNR\ k •,A-Tf9. TNYCPOMMMDOATE"THE EpdiNGKREQUIREMENTS OFF NITWATED HEAVYAR7RUKDKNOTTRAFFIC, REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY P 1RJ AT X ER THAN TRUCK LRAFFICI FOR CONCRETE DEPTH. EDGE OF O. WHEN CURB RAPS AE USED IN CONJUNCTION NTH A SHARED LEE PATH, AT X X , SANE AS TOP OF WRB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WREN ONLY WE CURS RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGON&1, TYPE C A 4' X 4LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL III PERPENDICULAR INTO THE CROSSWALK WTHOUT GOING INTO THE TIRAVELWAY. THIS 4' A 4• LAN NO AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RAWLL BECTON OF .8"-T.4- C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE Flo. e WARNING SURFACE SH&L HAVE A FACTOR' RADIUS W BE FIELD O O O O 0. z -HOOFED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CUB. 00 D 00000000 0 0 0 0 0 o O o�jL.VONG RMP00 00 0 00 00 00 0 e0 0 0 0 0 0 0 0 0 0 0 0 0000 o o v o v o 00 0 0 O 0 0 0 0 O o 0 0 0 x% TER 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WMNNG ;3 AT BACK OF GURO VARIABLE FULL WIDTH OF RAP FLOOR SEE NOTE 12. BASE gNETER f' pAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ROAD N`BRI� TNONOS SREFEHOMEN CG-12 DETECTABLE WARNING SURFACE SHEET tOF 5 REVISION GATE (GENERAL NOTES) 203.05 Ds OL15 VIRGINIA DEPARTMENT OFTRANSPORTATION ''O2 CP2 NOTESI 1. THE REM MAY BE PRECAST OR CMT IN PLACE 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI F PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET ON LESS (ALONG FACE OF CURB) HALL BE PAD FOR AS RADIAL GAB. 4. THE GERM OF CURB HAY BE REDUCED AS MI 3' 05" DEPTH) OR INCREASED AS MUCH AS 3• (21" DEPTH)IN ORDER THAT THE BOTTOM OF CAB ALL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT RESTRUCTURE OTXERWSE TXE DEPTH ISTO BE 15" M SHOWN. NO ADJUS�LENT IN ME PRIDE ND IS TO M MADE FOR A DECREASE OR AN INCREASE N BFPTH BE CO-2 S TO W USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-B a SHOWN N IN THE SECTOR ON R URBANNST�ARDSM'. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED REFERENT STANDARD 6" CURB UI ROW AM BRIDrF STANDARDS M5 REVISION OATS SHEET 1 OF 1 50T VIRGIN, DEPARTMENT OF TRANSPORTATION 20 Al STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION SIDEWALK FACE OF CURB BUMPER - BLOCK 18' PAINT/4' PAINTED PER HTOT SPEC. STRIPE MIN. I MIN. I MIN. 1 (TYPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w7 ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE /DENnnED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (i) R-7-8 SIGN AT EACH HAND/CAPPED PARKING PARK/PIG SPACE INDICATED ON SINE PLAN. SIGN HILL BE ALUMINUM PAINTED N4/HE {NTH GREEN LETTERS AND INTERNATIONAL IRO ELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST A7W (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SON SHALL BE PLACED ON STEEL POST 1-172" 0 PAINTED BLACK SET IN 12" OF CONCRETE TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 f100 - f500 FINE FlNE HANDICAPPED PARKING SIGNS NO SCALE TOP OF T4. 2" R CU 4L .i �'M1 .. .�.. '. ••'•' "� .B.M- 7» 6" i 1' �f6„ 2' STANDARD CG-6 STONE#57BASE6UNDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CG-12 NOTES COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWIMP HYDRMAUC CEMENT BMW" DEPTH IN (NEWS. AREA IN SOUNE YARDS) GENERAL NOTES; DEETECTTAABELE REWIRED SURFACERWEA IN SOUAAE Vinod 1. THE DETECTABLE WARNING SHALL BE PROVDED BY TRUNCATED DOMES, EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR RE SUMMARIZED FOR EACH CURB CUT RNA. DETECTABLE WARNING SUFICES. PRODUCTS NIT LISTED 514ALL MEET SIDEWALKZRMPTHE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 4Bn MAXWARNING SURFACE AMID SHALL BE SU9ATTE0 TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR MWDV&. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONDLITKICALLY WITH RAMP AFLOOR OR BY USING PERMSSBLE CONSTRUCTION JOINT WITH REQUIRED BANS. 4. IF RAMP FLOOR IS PRECAST.H ALES MUST BE PROVIDED FOR DOWEL BARS SOTKAT WJdNING PLANED NOES LN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP ROM. PHfCASi CONCRETE SHALL BE CLASS A-4, TYPE A 5. BNEOIWHIN9DE5'RROF THE RNIPREFLOOR, MO-OEVTAHOF IRALwT FRL00R.CMl1IWALWG PERPENDICULAR CONCRETE COVER 1%". S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB / CUP® AND GUTTER. 5'MN T. COMB RAMPS WE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12�MAy AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXSTINC, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOED NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYWWTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLELUNOBalV ,��' ACCESSIBETELEMENTSE'OFIRA FACILITYAND PTHATSCAN TBEPATH APPROACHED, ENTEREDING ALL 'yR N ';4 Z�WR'G✓','AiV',2f'.'V.' AND USED BY PEDESTRIANS. p'rN; 'WZ�S'�p ?�1�J W M% B. RAMPS NAY BE PLACED W RADIAN OIR iWCENTI& SECTIONS PROWLED THAT ;�. `� THE CURB OPENING IS PLACED WITHIN THE LIMPS OF THE CROSSWALK AND 12;1 MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 5 T i'n PERPENDICULAR TO THE CURB. S�_'NOR X( ,-XTA B. TYPICAL CONCRETE SLEW&R IS 4" THICK. WHEN THE ENTRANCE RASICANNOT 11-- ACCOMMODATE THE TURHIM REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TAPPED, REFER TO STANDARD OG-13. COMMERCIAL ENTRANCE (HEAVY 4' T AT X , 2" HIGHER THAN TRUCK TRATPgI FOR CONCRETE DEPTH. \ EDGE OF PAVEMENT O. WHEN CURB RAMPS WE USED IN CONJUNCTION NTH A SHARED USE PATH, \ AT XX , SANE W TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHRED USE PATH. 11. WHEN ONLY WE CURB RAMP IS PROVIDED FOR TWO CROSSINGS GWON.Y), TYPE C A 4'A 4' LARDING AREA SHALL BE PROVIDED TO MAEWER A WHEELCHAIR PARALLEL III, PERPENDICULAR INTO THE CROSSWALK WTHOUT DOING INTO THE TRAVELWAY. THIS 4' X 4' LADING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL MOTION OF TRUNCATED DOME OURS Al ENTRANCES CR STREET CONNECTIONS THE DETECTABLE .6-2.4- C-G DUNNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O 0 O O -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. b 0 0 0 0 0 0 0 O 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 O '( LNDNC RAMP + 6 0 0 0 v O v O v 0 0 0 0 0 0 0- e 000000000000000 o 000 v 000000 v 000 111 0 0 0 0 0 0 0 0 0 0 0 0 Do 0 x- x F T 0 0 0 0 0 0 0 0 0 0 0 0 00 0 TE DETECTWLE WANTING AT BMA( OF CURB 0.9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR ME NOTE 12. BASE OIANET R PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL `VAT SPECIFICATION ROPO AND BRIDGE STANDARDS CG 12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1OF 5 REVISION DATE (GENERAL NOTES) tDs 2030.5 OJ/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 OWES NOTES: L TANS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AT IF CAST N PLACE, 4WD PSI IF PRECAST. 3. COMBINATION CURB M SITTER HAVING A RADIUS OF NO FEET OR LEW (ALONG FACE OF CURB) SMALL BE PAD FOR AS RADI& COMBINATION CURB M CUTTER. 4. FOR WE WITH STA9LNED OFEWORADED ORANAGE LAYER, THE BOTTOM OF THE CURB IR; SITTER OF SUBBASE COURSES AONTO THE TO DEPTH OF THE PAVEMENT. 5. &LOWAHE CRITERIA FOR THE USE OF DOES Is, ON ROADWAY CLASSIFICATION AND RAN SPEED AS SHOWN N APPDDIX A OF R WE ROAD DESIGN MANUAL IN THE SECTION ON CS URBAN STANDARDS. a r•:r X D D! D D A THIS AREA MAY BE CONCRETE AT THE OFTON OF THE CONTRACTOR EHEHNZ COMBINATION 6" CURB AND GUTTER RDAD AND enlDfE STANDARDS OS ROM DATE SHEET I OF 1 50T MR DEPARTMENT OF TRANSPORTATION 201RO 2"- REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE 00 BACKGROUND BACKGROUND - ` WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW La_ GALVANIZED "U" CHANNEL POST oN : 0 o U, m 7 � 3 - 0 Of 0I VDOT A3 GENERAL N ih CONCRETE o I,, _n o TOPSOIL AND SEED J 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 G-b WIDTH OF A� WIDTH OF ENTRANCE 0, O EXPANSION JOINT - EXISTING STING OR PROPOSED SIDEWALK OR SIDEWALK SPADE C CURB INCLUDED IN = w Z EXPANSION .DINT TRAN ENCE CUTTER u U, w VI � c p� FLOW LINEME g ENTRANCE WDTH DESIRABLE MINIMUM A. EXPANSION JOINT ABSOLUTE MINIMUM IT EDGE OF PAVEMENT e� IT LINTS O PEDESTRIAN ® _ W" ® LIMITS OF PEDESTRIAN AC SS RWTE ACCESS ROUTE UNAVEO SPACE -TRAVERSABLE UNPAVED SPACE WIDTH DP !i RI NOM-TRAVERSABLE LIMITS OF PEOESTR CE55 ROUTE LE55 ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH N WITHOUT UPAVED SPACE ACORICNAL RIOT -OF -WAY IS RE RED IF THE LIMITS 3,. OFPEDESiNN ACCESS RWTE EXTEND SEVOM E%STNG OR PROPOMD VOOT RIWT-OF W 5" e. ® PEDESTRIAN ACCESS ROUTES PROVIDE A UNOBSTRUCTED. TEAMCONTIAN LN034TCTEO, STABLE, PoI ASUP D RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMMTS OF A HALF PLAN FACILITY THAT CAN BE WPROMRED,ENTEREO ANDS •A. e. USED BY PEDESTRIANS. W F FOOTMAN ACCESS ROUTES ®IRE BEND -B-B REDUFED WITH A MAX. 2X CAMS SLOPE. S SECTION WHEN USED IN CONJUNCTION WITH STNOND UNPAVEO SIDEWALK SPACE CG-3 OR CG-J THE CURB FARE ON THE STANDARD IS LE U ADJUSTED AT DUTCH pNNOLO THE MOUNTABLE CURB CONFIGURATION. -^O - WRVE'>. ® ® •s• NORMAL DDTTER ___ _- Xx e.' .e. 'e. .e. N 98 Ra`e Sd4Y4'?- g4n. gY NIOY TO OX ONRGE ,e, e, .e. Ve 6' AcdIECATE BANE aAss As LLF.s.1 CONE. SECTION C-C TYPE ISIZE 2B I 5.-D.. 5'-O" ®POINT OF MADE GRANGE RY. uN. BLOPE FOR CURS AM GUTTER ONLY W s. , p, X X 12 i RAW W NGIREAM N MOPE AT MINIMUM O' INTERVALS j; FOR 5DEWALK WRB NO GUTTER • W W 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST V INTERV& NO , .'e•, 'e• BUILT WNCDPoiEMLY B % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A SECTION D-D STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE ROAD AN`BRIDC�S NDWOB SHEET 1 OF 1 REVISION DATE NYZ 303.OJ O]/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 3 Aj (RADIUS TO BE AS XX STREET AAPROACH SAME MRFACING AS MANURE ROADWAY (SEE NOTE 61 SHOWN ON PLALSI S C C ( --- - - - -+- I (RADIUS TO BE AS / RADIAL COMBINATION SHOWN ON PANS) CURB AND SITTER /R CC-0 IMF NOTE JI SEEN" Ie„ (ME NOTE 2) I PEOPTIONAL A•• ASPHALT PAVING - DRIVE AISLES AND PAVEMENT REPLACEMENT NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE COMPACTED SUBGRADE NOTE: WIDTH IS" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION . A -MI PLAN VIEW MNNINE ROADWAY SLOPE r1O PNABOLC WRVE T. CP UL FLOW MEN 1 .6Z NIK. ® - - M ^I MOPE ONARIE YNLINE NOIDWAT--------- BX MAIL. ® _ D MOPE CHANGE I o 502 �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ASPHALT PAVING - PARKING SPACES NO SCALE 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE 5. mlw. COMMERCIAL ENTRANCE M CONSTRUCT GRAIN CHANGES WITH A PAIABWC CURVE. SECTION A - A COMPETE SECTION C-C GENERAL NOTES 1. WHEN CO-M 15 USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN M,CORDANEE WITH AASHTO PWCY AND THE APPLICABLE REQUIREMENTS OF THE VOLT ROAD DESIGN MANUAL. INCLUDING SIGHT DISTANCE REQUIREMENTS. Y. WEN TIME ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REOURELIENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK M CURB RAMPS WITHIN THE LINTS OF THE RMDESHCLLD BE INCREASED TO T". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR WjADJUSTHE CURB FACE ON THIS STANDARD S TO BE TO TO MATCH TIE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CO-12 FOR GAS RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. CPTIONM. IMMUNE MAY REGUIRE WARPING OF A PORTON OF OTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES B. PLANE NE TO INDICATE WHEN CONSTRUCTION OF A ROW LIAR IS REOUIREO TO PROVIDE POSNIVE MANAGE ACROSS THE ENTRANCE. J. NNW PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LIFE (EXCEPT AIRY SUBGRADE STABILIZATIOM REGURED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N ME ENTRANCE.) B. RADIAL CURD OR COMBINATION CURB AND CUTTER SHILL HOT BE COIBTNCTETI BEYOND THE W W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE OWE CHANGES D" ARE LISTED IN AXE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE ROT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME ASPHALT PAVING - PARKING SPACES NO SCALE 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE 5. mlw. COMMERCIAL ENTRANCE M CONSTRUCT GRAIN CHANGES WITH A PAIABWC CURVE. SECTION A - A COMPETE SECTION C-C GENERAL NOTES 1. WHEN CO-M 15 USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN M,CORDANEE WITH AASHTO PWCY AND THE APPLICABLE REQUIREMENTS OF THE VOLT ROAD DESIGN MANUAL. INCLUDING SIGHT DISTANCE REQUIREMENTS. Y. WEN TIME ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REOURELIENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK M CURB RAMPS WITHIN THE LINTS OF THE RMDESHCLLD BE INCREASED TO T". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR WjADJUSTHE CURB FACE ON THIS STANDARD S TO BE TO TO MATCH TIE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CO-12 FOR GAS RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. CPTIONM. IMMUNE MAY REGUIRE WARPING OF A PORTON OF OTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES B. PLANE NE TO INDICATE WHEN CONSTRUCTION OF A ROW LIAR IS REOUIREO TO PROVIDE POSNIVE MANAGE ACROSS THE ENTRANCE. J. NNW PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LIFE (EXCEPT AIRY SUBGRADE STABILIZATIOM REGURED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N ME ENTRANCE.) B. RADIAL CURD OR COMBINATION CURB AND CUTTER SHILL HOT BE COIBTNCTETI BEYOND THE W W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE OWE CHANGES D" ARE LISTED IN AXE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE ROT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME ERAS CHANM DI ENRIlLE MAXIMUM HIGH I MORE THAN 1500 RIM OZ 1 3Z NOUN 1 51 AD 93Z I ex LOW LE55 THAN 500 VPD SSZ BZ NOTg NIL.. ErTRNiE GAME TAMM 5 HOT ARMCABLE TO STREET CONNECTIONS CONNECTION FOR STREET INTERSECTIONS � MHU'r1 ELEVATIONVIEW MAMWK DIVISION GRADER MANUFACNRRING, INC. IOSO EEVDRIVE WAUNAK,VIISVVR SX�RLSEDD,� OWW.AAM 4ALING ACN CHECK DESIRED MOUNT D IDAAX) L�_3XSXVrTHICK 2EALHS"SQ.HOETYP. S LAGSOLT CONCRETE ❑ IN GROUND MOUNT(IO) ❑ SURFACE FLANGE MOUNT (SF) SECTION VIEWS PRODUCT: UXIS IGZ,,,S01 DESCRIPTION:'U'BI RACK DATE: &11,14 2 PIKE, SURFACE OR IN GROUND MOUNT ERG: SAID CONFIDENTVL DMWNGAOINFOR INISNOTTOBECAPIEDORDIBCLOMD TOOIHERSWTH WTTMECONSE9OGPASER MNUFACNRNG, NL. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE, 02014GPABERMUNUFACTURING, INC. ALLFROPRIETARY RIGHTS RESERVED. 4k2EANTP' 0HOLETYP. 12 UT y,.cc2� IAA BOLT CONCRETE a SURFACE GUSSET MOUNT EI UPCHARGE NOTES: I. INSTALL NNE RACKS ACCORD W TO MNU FACTURERS SPECIFIC,TIOIS. 2. CONSULTANT TO SELECT COLORfFNISHI.BFEMNUFACTURERSSPEGIRCATIMS. 3. SEESITEPLNFORLOCATIONORRCONSULTOWNER. V40:21 +14":i 1/44P:i .., CL ,. 0 or .. �I y'WXIIE LANE 6"WXITELPNE STRIPING STRIPING PawU ,1FH.TRIN" " �9.S. ,T.E„T.E,1 6"WXRN E LANE y'WNTIN STRIPING STR.IPINGE 5fU cs E a TYPICAL STREET SECTION - PRIVATE RI)v (STELL 4 LANE) 26 MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED WITH BUMPOUTS (NOT TD SCALE) ALONG ROADWAY. Hy Lic. No. 035791 0 10/26/20lli�44 .s, ~ti s G S 11 IANAL E 0 Z O J a k En N Z OZ U"_.1O HEn T HT HT Z w LY `/N I W w ED N w C NO N CD tj TT V/ d M N z cM Q O w W� N�/� F-'-I Q V / W > J W Q J H� U) z f- ~� II L9 O w J Q Lu WI ~o Y U z LU O ~ MJ U) W LI.I ZLU ui Of � � 1 J ~ o O OO O N U w J F O w a JOB NO. 182150 SCALE AS SHOWN SHEET NO. 10 \ \\\ PRE-ANPOST-DEVELOPMENT OS (V O AND SUBAREA AND OUTFALL SUMMARIES Pre-Dev. Subarea Post-Dev. Subarea Method of 9VAC25-870.66 Method of 9VAC25-870-66 (Point of Interest) (Point of Interest) Channel Protection Compliance Limits of Analysis for Channel Protection _ ✓�� ,� �\��_J� - ���� � �%� �_ _ ij �� � � \ \ \•.;. �1 - _ TH- OF STELLA LANE...I \�\\\�-- —�� \\ \ - TREATED ENDER WPO 201800086. THIS-.;;���✓ / �� . \\�� \ PLAN IS CURRENTLY UNDER REVIEW AND ✓ ��\\ \ \\ - --- // \ �\ I � 1 IP � SCOTT/R. Ct?LLINS'Z Lic. No. 035791,E I _ } ` I 10/26/20 NO MODIFICATIONS ARE PROPOSED TO-y.'" \ ///% T-\.L�\� \\\ \\\\ - �� \ — i� / ) 1 \ / •`.. \ a. i �p \ \ I i \ \ l l 1 \ ( ( \ \ / / \� �/ �/ / / p�1 Z THIS AREA &ITSTREATMENL :�R&nr'cessEAMs - �/�1� z FLgODPL L� �V� v� �� �p\�� p ®®0000�VA \\ � \\A�V�, ,��—�_ \� ®Do �� \ ■ ��_�_ pR P05EP �FL6#2TI-#2� U I2 ®® ZJ 100' OF OLE wl 0 LEV.=1.5• 160. OF CONC. FLOW ELEV.=2' rn� �\ II I I \ 3 �/ 425. OF CHANNEL FLOW// THIS AREA (BLOCK 48) RECEIVES STORM WATER \ \ \ / /'�{ / . , �/ \ J a� QUANTITY AND QUALITY TREATMENT UNDER \ ll` / / / l `�- \ / 1( '-' APPROARE PROPOSEDO O THIS AREA D& IT / - I / C �� / I . f.r- / \ 1 1� I I \�- , l 'Yl\. k axi \� IIII • _ STORMWATER QUANTITY TREATMENT. THE I \ I ( =p 2 I�7/I�� `_ / II I / V WATER QUALITY TREATMENT WILL BE SLIGHTLY a / \ \ 1 ( ` �� —' —\ I } g K' I l / I l I l \ 1 - j\ j / / Il 11 I �� , ILL!Q � \ II I II IMPACTED WITH THE REMOVAL OF LS-11. I� \� - I \ \ \ �\ PROPOUND a�, } ` '� I I W / l I 1 I I \ 1 r / \ /\ \ \ I�J 1 �/ U ' U A PRE-DEV. \ _. FiON B'_ ED / WEEP �� � / /� ���� Z J o SUBAREA B ET POND B' TQ R ��^��-E r \ 7.20 ac. \� \.57 L� / �� _�� I I �c. T) I VAV A \ �,ae 41 ._. 3 PROPOSED EXPANSICIN \ \•- / / iY ° 1 I I �� \ - �// \ /� ® '� THE APPR VED LIMITS OFVA\\ DISTURBANCE UNDER WPO,, \ V - I 2017000 7 AMENDMENT 2 g)� L � •\.��� ' ST-4C .�v IIII' IILAPPROVED_ ��yLLI ,._ _ DIVERSION - �� HI-S P64N�ROF 11PE ENS II I II III IIII ��j / ® V\ Ce �THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE FOR THE FUTURE DEVELOPMENT I I I I / / / ® A 0 I TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER I ( c• \ ,:r' - A-oFTHE­MWN CENTER. II I IIII / / / � � 0 STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL \ 0 I ��.�. ��E`!. 0 ROADS, BUT 0 \ RECEIVE WATER QUALITYTREATMENTTREATMENT UNDER SINCE PARATE VSMP AS I® 0 .• PLANS. THIS 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY DEFINES THE VRRM BOUNDARY FOR WATER QUALITY '� I III \� a \ / / I I 1 - B�. ..,. .�.• / \\-\ ®®®A (\ \ TOWN CENTER, BLOCK 5 &ED WITH THIS PLAN (i. TH FUTURE / I — - \ \ ® �` 0 ® REQUIREMENTS ENTS ASSOCIATED 00, ! ® y TP N hyt) R�F# SALAMANDER STREET). / �/ �� II ,' II �IIIII�� N o ---I \ 37� ��� \\� �f� � � / �� LU p w LAD 1 A 100 OF OLF w 4 ELEV 1 5 3 0 �o 950' OF CONC. FLOW � A ELEV. 10• VA�P.411 S\\�\\ VAA �- III CD 400' OF CHANNEL FLOW DOWN THE EMBANKMENT Ia I fir, 0 �/ is a A ERENNIAL STREAM, / �v� PRE DEV. o Q 13- SUBAREA v I�IIII�II�I III�I�' 1 a o z UBAR ac. SOUTHERN & WESTERN PERIMETERS CN=60 OF SUBAREAS A& B ARE DEFINED Tc=0.41 hrs. BY APPROVED WPO 201900004. — — — — I I IIII I I I �' 0®V�� �'-- II I III I IL9 I1I�1h11�1 V1I111�III I II�III I I111 \\\ III I �/ ER / — — — �, ------ --�' —� �I � I , A �•�����/ \\\V\\►�N\D �# 4 \: �g� vv-�:'V� �iy�i w w w � v�\ T OB QUANTITY AND QUALITY TATMNTUNDzQ Z 3 IIII �II\�\II h I I 1 \ APPROVED WPO 201800051. NO MODIFICATIONS00® qR9 ARE PROPOSED TO THIS AREA & ITS ® \ h alll�l 1 1 I \ WATER QUALITY RATMNT WILL BE SLIGHTLY \\.. PROPERTY \ III\ A I I I / IMPACTED WITH THE REMOVAL OF LS-11. I OI #1 LIMITS, C I I �V W W—W APPROV D POP1�4�CLLTOI- w_� IIIIII IIIIIIII I\I I III 7 IIIIIIII III II I,I, I 1 �� I�IliI,IIi , v�������A \ ���• . v // l/ I i V�� -Y4i .�V �I \ Av V� \ • / /// / �\ i/ i/�III I I lI I�l/ �_� I I I �V��v \1 � I A \ I ��� \� \����\�\ \�vvVv�vv vvv �� v \ wa�� �� \�\v�yV i1 yy�/�y. ���:::::.�� l \A\ yv�A vv��vvv Q LQLB A,, LU �TEEPz1EY® ��; V zz o > Q P�I�II\III III III(I\II\ \I \�� \ \\\\�I\\\\\ \\�� \I I IIII IIL „ II IIIII II I I \\ \ \\ \\\ \ \ \ i✓/ //j J/ / // LY /\ \// v,�\\\\\\ \\ \\1 II II\/1\I I \\ \ \\V\ --//j /T�( ,/�/ -, r , /\I I ®�\ \_ � z w THIS AREA (BLOCK 8A) RECEIVES STORMWATER ®® r QUANTITY AND QUALITY TREATMENT UNDER F APPROVED WOO 004. NO MODIFICATION ® ® O 3D ARE PROPOSED TO THIS AREA &ITS ®®�0 STORMWATER QUANTITY TREATMENT. THE •/®®0® WATEPRAQUADY TREATMENT WILL BE SLIGHT IMCTETWITH HE REMOVAL OF LS-11. c I r-I � III II I I �� v ��i�i A\ \\ \ .,i , / r• , � , �; � � � , ®® � / _ I v\\, c, � ®� >v�� �35 \\ V A I I III 1 I vv �� �� /��•� v �_ ■��r'. \ \\ \ \ \ v , / '� / y — ° / - 3 THIS AREA (BLOCK 8B) RECEIVES .w / / \yJ/ \\\ STORMWATER QUAINT AND // III cv \ \\ \ �r° \� \ � / / / \ / �J �_ --W� .!\ �_ � O \\ B \ \ APPROVED D REA201800080EN0 / \\ / \\\ //// \\� c 3 V� /\ \ �� Z / / 9 \\ MODIFICATIONS ARE PROPOSED ® ` , \ / \ \ /- \� / / / / I /J \ \ �� �/�/ w E TO THIS AREA III ITS TREATMENT. / / \ \ / \ \ \ _f / M C 400 V 9 �v � o � W G LU J 0 J z W III II \\\\39°—� I II vv�.��� I ��' \ v /����\\3�\vim/i�r�� > Z � w I I �' v) I w z m ��. //�/� w \�� iJ�l /� PRE -DEVELOPMENT SWM NOTES: ° IIII11 III I IIIII\ ���� — �� \ II II �I\ IIII s .6 \ �����►% "� �//ou 1. APPROVED POND 4 PROVIDES SWM TREATMENT FOR BOTH THE TOWN iO a "� i CENTER (CONCEPTUALLY SHOWN ON THE NEXT SHEET) AND THE APPROVED ° III \ �� /I11 III \\\ �� _����f W� //•��•��• �.. /� / %�� Q � a I I \ \ Ih III �� _ �� \\\ e�j/� / �� �° / /��� = `° •... \, / \ i BLOCK 5 & SALAMANDER STREET SHOWN ON THIS SHEET (WPO 201800050). (D ° _ �/� 2. APPROVED POND 4 WAS OVER DESIGNED FOR ITS WATERSHED (WHICH p ° j_ �J�j //� /� -- INCLUDES BLOCK 5 &SALAMANDER STREET) SO THAT IT COULD ALLOW FOR o y FUTURE DEVELOPMENT TO DRAIN TO IT. THIS PLAN SIMPLY CONFIRMS APPROVED 'POND 4' CAN ADEQUATELY HANDLE THE ADDITIONAL FUTURE TOWN CENTER CONCEPTUALLY SHOWN ON THE NEXT SHEET. F ° III\ //1111 Ij r �\ \ .r•/ �: _ _ n \\ \ / / / / // / 3. BECAUSE APPROVED POND 4 TREATS THE FUTURE TOWN CENTER, BLOCK 5 & u — — / / / SALAMANDER STREET THERE ARE NO PRE -DEVELOPMENT IMPERVIOUS AREAS w ~ �� 0 w DRAINING TO APPROVED POND 4 IN THIS PLAN s PRE -DEVELOPMENT d ANALYSIS. THE IMPERVIOUS AREAS SHOWN ON THIS SHEET DEPICT THE JOB NO. APPROVED PLANS, BUT ARE CONSERVATIVELY NOT TABULATED IN THE 182150 IIIIv III IIII I \ = f /� �i I I \ / �W/ \ /j �7 �i / PRE -DEVELOPMENT ANALYSIS OF SUBAREAS A & B. SUBAREAS A & B WERE lI \V/I I I / / / \ �j / �� ANALYZED WITH A 25% WOODS & 75% GRASS LAND COVER TO REFLECT SCALE II\� w PRE -CONSTRUCTION GROUND COVERS. 1 "=120' ° q 4. SUBAREAS A & B WERE USED IN THIS PLAN's CHANNEL & FLOOD PROTECTION SHEET NO. n W — Viz{ EVE PLEADER(L511)ORIGINALLY APP�OGEDUNDER / � i i � \ \- , � \, ANALYSES FOR THE FUTURE TOWN CENTER, APPROVED BLOCK 5 &APPROVED I` IIII P0201700037yNDREVISEDWITHWP0201800013. 61 SALAMANDER STREET. 11 Method of 9VAC25-870-66 Flood Protection Compliance Method of 9VAC25-870-66 Limits of Analysis for Flood Protection 1 1 Section B.3.a (Energy Balance ( gY ) N A (Energy Balance Satisified / ( gY ) Section C.2.a 10- r Peak Flow is Confined within and ( Y pond) Section C.3.c Outfalls to mapped Flood lain ( PP P ) 2 2 Section B.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) E: STORMWATER MANAGEMENT NARRATIV F OVERVIEW: T Q THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS TI' III I I �-`• /�j/�j// �+^ V� " �, \� ® �'"'„r ® I I �/ 1 I I \ / 'PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJECT'S PROPOSED AND FUTURE IMPROVEMENTS. / - ', THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWM REQUIREMENTS. -�-._=�w� v� ® �I �� II I - �/ �� c - _ --� i "-���\� -����� /�" �� ®®.,, ,'/ ® I I I / �/ I �� IIII I \ I I THIS PLAN MEETS TWO PRIMARY OBJECTIVES. THIS PLAN PROPOSES TO PROVIDE STORMWATER SCOTT R. LINSZ �� I I_� �� �- A \\ ,� \ QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, AS WELL �II ,• THis POFTIOFLOFsrELLA LA NE i ��A\� VA-�- NOTE: HIS LA OUT I FOR MAST R PLANNING OF THE STORMW TE ® , �`� I I I I I II� I I \ U L1C. NO. 035791 ,� \ TREATEDIJNDER WPO 201800086. T S--,� _ ✓ // �� \V \� 1 - ® AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN / MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR _ /1/ PLAN is CURRENTLY UNDER REVIEINA � ✓ � j/ �� AAA \ VA _ � ,- - - GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY �. � � .`' ® � � � � I III I I / � � // / I I \ � I I CONSTRUCTED. AT THE TIME OF LS-11's APPROVAL, THE FINAL LAYOUT OF BROOKHILL WAS '010/26/20 � �1� VA ADOPTED GRADING ORDINANCE, AS PART OF 18.4.3.3 OF THE COUNTY ZONING ® `"� Ro SEd�wM FACILITYUNCERTAIN. HOWEVER NOW THAT IT IS MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE THIS AREA & Ts TREATMENT. �� ^L��V���\�A _ OREASEMENT _DINAN E ® I &CES \�\ \\� V� \ V A \ \ PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWM FACILITIES, ITS NEED HAS �S�'IONAL EEO \ DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF ®®®® \ l V \ \ �\ V A VA \\ \ \ FROM A PERENNIAL STREAM IS NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND o Atli FLgoDP ® (�' V A \ \ \\ I WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. TYP WATER QUALITY SUMMARY NA \ IT IS ENVISIONED THAT THE FUTURE TOWN CENTER WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs/yr. THIS PHOSPHOROUS _ I VEL SPREADER HAVE BEEN EVALUATED WITH THIS PLAN's CURRENT/CONCEPTUAL TOWN CENTER - ®®®® - - .,, A \ � \ \ � I LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES. THE APPROVED POND 4 AND --�����_ I ' fT2 1�'� �� jj -„ ��-. ® ,..,�A --��� \ I I AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER ® $ VAV A _�� WILL REMOVE 25.70 Ibs/yr OF PHOSPHOROUS. ALSO, A NEW LEVEL II 'WET POND B' WILL REMOVE AN ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 \ \ /�„ ,< ,^ �, ® _ .\V� a 1 A Ibs/yr (25.70+8.53 29.94). \ \ '� �...,� ® \V\� -� ...\-� _� ( / IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL III I I '17I ,- II 20' OF OLF w/ A ELEV.=4' ^ .:,__c�=� \ \kw� i 8' F > �`F /� , I 11 \ \ \ ® 1 PHOSPHOROUS REMOVAL FROM THE ELIMINATION OF THE LEVEL SPREADER, LS-11. PER THE THE EMBANKMENT 1- I , _- ® \ O: \ n� \\ 1 20' OF CHANNEL FLOW DOWN lO - �- / \ ®:, `` / �,., APPROVED WPO PLANS ANALYZING LS-11, A PHOSPHOROUS DEFICIT OF 2.21 Ibs/yr. IS GENERATED \ V '� FROM THE REMOVAL OF LEVEL SPREADER LS-11. l IIII' III \ \� ,. i �- ®\ I ; I o THIS AREA (BLOCK ae) RECEIVES STORMWATER IN TOTAL, THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08 I\ I I \ QUANTITY AND QUALITY TREATMENT UNDER\ I I ® � ~ a -\� ■ i APPROVED WPO 201800051. NO MODIFICATIONS 1 y - - / '. \ / `� �ll /� //r / Ibs/yr PHOSPHOROUS (4.29-2.21). THIS 2.08 Ibs/yr PHOSPHOROUS CREDIT WILL BE APPLIED TO d IIII . ARE PROPOSED TO THIS AREA &ITS _ _ BLOCKS 9-11 CURRENTLY UNDER REVIEW (WP0201800086), WHERE ITS BLOCK 11 IS LOCATED V / V z STORMWATER QUANTITY TREATMENT. THE �\ ®1 , I / / I I I IMMEDIATELY ADJACENT TO THIS PLAN's WET POND'B'. \V�IIII I I III \ WATER QUALITY W TREATMENT WILL BE SLIGHTLV� I ( I _ .j . \ ,, `I I I. ® I • ' / / / I l \ Z w IMPACTED WIDTH THE REMOVAL OF LS-11. \� \ \ L WATER QUANTITY SUMMARY O I / J/ I_' ® I \ C \�\ '° THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE O O Q \\ II I I\ �/'l \\ ATTENUATION IN WET PONDS. APPROVED 'POND 4' TREATS SUBFALLS, 'AND 'WET POND B' TREATS '" z \ L SUBAREA'B'. BOTH SWM FACILITIES HAVE CONCENTRATED OUTFACES, WHICH ESTABLISHES THE j .Z. PROPOSED EXPANS\\ \ POINTS#2CHANNEL PROTECTION COMPLAPPROVED IANCE'POND M ET OR OI #Ol &POI #2 VIAA 9VACPOND 5-8 0 66 INS TO POI � I I I II 1 �� II ��� -_,��► ® ISTURBAONCE UNDERPA� �, SUBSECTION B.3.d (i.e. THE ENERGY BALANCE CALCULATIONS). FLOOD PROTECTION FOR POI #1 IS 201700037, AMENDMENT 2 MET VIA 9VAC25-870-66, SUBSECTION C.2.a WITH A LIMITS OF ANALYSIS SET BY SUBSECTION C.3.c (Le, APPROVED POND 4 CONTAINS THE 10-YEAR DESIGN STORM AND ADEQUATELY RELEASES THE RUNOFF THROUGH MANMADE PIPES & RIPRAP TO A MAPPED FLOODPLAIN). FLOOD PROTECTION FOR LU / I ® I I POI #2 IS MET VIA 9VAC25 870 66, SUBSECTION C.2.b (i.e. WET POND B RELEASES A 10-yr NOTE: I POST -DEVELOPMENT FLOW LESS THAN THE 10-yr PRE -DEVELOPMENT FLOW). THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE ® �\ 0 TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER FROM A STORMWATER QUANTITY STANDPOINT, THE REMOVAL OF LEVEL SPREADER LS-11 DOES NOT ® �, , ® STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS-11. CHANNEL AND FLOOD PROTECTION RECEIVE _ `, ROADS BUT EXCLUDES BLOCKS 8A B 4A IN I / O 8 & S CE THESE AREAS f COMPLIANCE FOR LS-11's AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN -,. ...i' PLANS. THIS 95.98QUALITY c� MITSTREAOF DISTURBANCE TURBANCE BOUNDARY T UNDER TMP ... .... .... . . .. j. ® THE APPROVED WPO PLANS. IN ACCORDANCE WITH THE MOST RECENT APPROVED WPO 201900004's : '.'' . "' . "' .. "" _ I I I IIII IL.,; ,. �- DEFINES THE VRRM BOUNDARY FOR WATER QUALITY i SHEET C-901, CHANNEL PROTECTION IS MET FOR LS-11's AREA (POI-11) VIA 9VAC25-870-66, SECTION IIII I , ....:........ � ..: % ";' ::'" \v�j' �_ - \ O REQUIREMENTS ASSOCIATED WiTH THIS PLAN (i.e. THE FUTURE B.3.a (i.e. THE ENERGY BALANCE CALCULATION) AND FLOOD PROTECTION IS MET VIA 9VAC25-870-66, \�lw� Towry CENTER, BLOCK 5 &SALAMANDER STREET). SECTIONS C.1 & C.3.c (i.e. RUNOFF IS ADEQUATELY CONVEYED THROUGH THE STORM SEWER -,I,ll\ ®\ Il®wPR \ S bF 'NETWORK TO A MAPPED FLOODPLAIN). THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY - - - --- \\ ` ® \® CHANGES, OR ADDITIONAL REQUIREMENTS, ASSOCIATED WITH THE REMOVAL OF LS-11 .I T B CE NP R WP p _ p POST-DEV. _ _ 4\\ ® ® ......� 7003T\�M p / --SUBAREAA- _ (I� ■��������v �I V _17.04 � I � ' � iPao86 S o \ I l/ ■ v��Ia�II I IIII �� • I,, i ���� i/ I I I 1 _SOII�I�1\1!v0 `I/ill lIOil IIIIWill, RMUTERN&WESTETEII�III 1IIl\I�lIl\ I\ ^' OF SUBAREAS A & B ARE DEFINED BY APPROVED WPO 201900004. - 100' OF OF OLF w/ 0 ELEV.-22' 145' OF CHANNEL FLOW DOWN�� 'let; THE Ilk I I IIIII I / /aoa.M, E EMBANKMEN , CD cyi Z IIIII III I P I I I THIS AREA BLOCK 4A RECEIVES STORMWATER - 42 - - _ .. _. ✓ / / ///��� I*� ■. ; i I \ \ �` J ...11 \ ®\ \ \ \�\\\ \ j 1 ` // I II III II I I I \ \\\ N /� I II 11 IQUALITY QUANTITY AND 80005 TREATMENT UNDER;_ APPROVED WPO 201800051. NO MODIFICATIONS ,-? - 1 ^I \I P \ ARE PROPOSED TO THIS AREA &ITS RIA ;IIIIIIII IIhI I t11� {lI\ III\I IIII IIII`"` I / Cti / '. I I I I \ 1■■ // / STORM WATER QUANTITY ANTITY TR.EAT,MT.E,NT. THE WTER QUALITY TREATMENT WILL BE SLIGHTLY IMPACTED WITH THE REMOVAL L OLS-11. ©� PRLIMIT 5ERTIY���_>�\\ \�\\\�\\\\\\\\\\\\\�/�/ lIl �� /( /G%✓'}..-.1 /�IIIl III\\\I \\� I �\I. �\\\�\\�� � - �y. N w le AODPOND 43 0 CONCENTRATEDICY) z OUTFALL TO POI #1 c1 � �� _- W N w II��IIIIII ✓ � \\ Illl \� I � II l \II 111 / � �� �__��_�, (� ��� ��� \�v� � /I/ I� ���\� _ ��� - �IIIIII�II I I I�/III� II )IAI 1I\IIV III II I � IIIII I � ' AA\v�\v\ v\ �v\•1r■. �� /// ///�i� I / // /i� i £ l/ Il/l fP '---� _- >> JN \ wl ` iiii::iLd cal. mlir LasrE j P®Ivit w j' I�\��\\V \� IIII �• III I A \VTHIS LL.0 (BLOCK BA) RECEIVES STORMAER ® ®QAND QUALITY TREATMENT UNDER APPROVED L WPO 201900004 NO MODIFICATIONS ARE PROPOSED TO THIS AREA &ITS / 1 �\ \ I I \ �� �A �A ® �I ---- �J/ .� I ��� II VA \ \ �✓ ,\.�'��v���\V \���III�IIII I I I I1II�1 I � I1 IIIIII A\ \� \ \� • -�/ // Lo TOR/Mi/WA/TER QUANTITY TREATY /I 1J vg71 \I00000 ®®®� ® WATER QUALITY TREATMENT WILL BE SLIGHTLYSIMPACTED WITH THE REMOVAL OF LS-11. O® v v. / ®® l- Lz�L ,-I � 0 � THIS AREA (BLOCK 8B) RECEIVES'QUALIT/�:.� \�,// 111 11 I \ 1\ �i STORMWATER QUANTITY AND %/ / n�''. �,m \\ \ \\ \ / /� \� �J ^ �- -w`LW O PPROVE TREATMENT UNDERr_ z / 3 \\\\\ APODIFICATIONS PROVED WPO ARE PROPOSED NO . / / ` Vie....... \ \\ \\ _� //� / -1 \ \ \ / \� �/ / // \\�/ // J w THIS AREA & ITS TREATMENT. 1 _f / /�- �� ® /J /I \ / L v� m \III IIII\J I�I \ \ IIII aoo \ A v // / �� ���\ V� ��/��� III 1�11 I ���___y ®® w o �1111 IIII �1\\ II VA\\� �I ■I �\ I I 3LLJ / IIII A 1�I1\�� ,�®® w N �� III �)�jLLI Post -Development Impervious Area Summary I \ �� ■� �� 1 I I �/- -�_ �j • '.e /// l // Subarea A Vl - � - _--••._.,� �oLo G ouND_// Roads & Parkin Lots 277,975 sf70 163,225 sf Buildings 77lOLL�LLL/ Sidewalks 59875 sf 0 01 5 075 sf rJ m I I�1 1 IIII II I ���_��- v, :• -�_��� � �I I : \� \ ,.�� _ � ��, ,- - -� _ � _ -� � /� �� v III (IIIII I�/ll /V ��\\\\ /l�• l \\/ ��� w ``� \ \ _ / \�\ ) ` / _ / //S / /i� 11 \ IIII Post-DSubarea velopment Impervious Area Summary I/ /I r / / ° / �1� I\ / j �/� WATERSHED SUMMARY FOR SUBAREA A g W / Roads &Parkin Lots 140,225 sf i- IVBuildings & Pool Area 69,475 sf Area, 1-year Flow, 2-year Flow, 10-year Flow, O w II J��I 1^ t �� �\ \\ • // _ \ //� / CN Sidewalks 5,975 sf a of ac. cfs cfs cfs 215,675 sf w JOB NO. DA A (Pre-1 60 16.25 2.83 6.07 20.62 182150 IIIIv// II 1 I I \ APPROVED LS-11 (NOT YET / �- / DA A Post-Dev. 86 17.04 0.34 2.17 54.09 I CONSTRUCTED) IS PROPOSED TO BE \ \ / / \ /� �7 -i Overall Acreage Summary ( ) REMOVED WITH THIS PLAN. SEE THE/ // / / �\ / // VRRM Post -Development Impervious Area Summary SCALE / I SWM NARRATIVE ON THIS SHEET FOR ADDITIONAL INFORMATION. POI-11 EVE PL S READER (LS�1'1) ORIGINALLY APPROVE 7 UNDER Pre -Development Post -Development Area, ac. Area, ac. DA A 16.25 17.04 DA B 7.20 6.41 WATERSHED SUMMARY FOR SUBAREA B (Boundary defined by this Project's Limits of Disturbance) 1 If=120' CN Area, 1-year Flow, 2-year Flow, 10-year Flow, Roads & Parking Lots 421,925 sf ac. cfs cfs cfs Buildings & Pool Area 239,350 sf SHEET NO. DAB Pre-Dev. 60 7.20 1.52 3.32 11.31 Sidewalks 58 725 sf