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HomeMy WebLinkAboutSDP202100064 Plan - Submittal (First) 2021-07-26GENERAL NOTES OWNERS: TMP o4600-oo-oo-o29B6(PORTION OF) &o4600-oo-oo-oi8Ai CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE,VA 22903. DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREET SE, SUITE 202 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 TAX MAP: 04600-oo-oo-oi9B6 (PORTION OF) & 04600-oo-oo-oi8Ai D.B. 5346, PG. 252 & DB. 5274, PG.376 46-i9B6: 36.37 ACRES & 46-28A2: 2.96 ACRES (BLOCK 2C = 4.507 ACRES) - 3.64 ACRES FROM TMP 46-i9B6 & o.867 ACRES FROM TMP 46-28Ai ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2ol8000li 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 SP202500025 SUBJECT TO PROFFERS OF ZMA2oi8000= TOTAL PROJECT AREA: BLOCKi- CODE OF DEVELOPMENT PARCEL AREA =28.74 ACRES BLOCK 2A, - 2.24 AC BLOCK 2B - 13.48 AC BLOCK iC - 4.5o7 AC PROPOSED USE: BLOCK iA: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK 2B: 220 MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE AND ICE RINK BUILDING BUILDING #2: (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 BLOCK 2C: 3 STORY COMMERCIAL BUILDING (6o,000 sf) AND 2 STORY FITNESS CENTER (32,000 sf) FUTURE BLOCKS: RESIDENTIAL (MIN. o & MAX. 266) AND NON-RESIDENTIAL (MIN. 5o,000 sf & MAX. i3o,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 2, 2 & S. BLOCK CLASSIFICATION: BLOCK 2:NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 5o,000 sf (MINIMUM) To i3o,000 sf (MAXIMUM) PROPOSED DENSITY: 6o,000 sf OF COMMERCIAL SPACE (BLOCK 2C)+32,000 SF OF FITNESS AREA WITHIN 4.507 ACRES NOTE: THE 32,000 SF OF FITNESS SPACE DOES NOT COUNTAGAINSTTHE ALLOWABLE COMMERCIAL SQ.FT. REQUIRED OPEN SPACE (BLOCK i): CIVIC/PARKS=oAC GREENWAY=oAC OPENSPACE=o.o AC BUFFER=o.o AC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: BLOCK 2 GREENWAY AREA ALREADY DEDICATED TO ALBEMARLE COUNTY. (DB. 5522, PG. 282) BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 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 25 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. COMMERCIAL BLDG. HEIGHT= 3 STORIES (40' MAX.) & FITNESS BUILDING HEIGHT = 2 STORIES (35' MAX.) SETBACKS: FRONT: NO MINIMUM AND 30'MAXIMUM PORCHES: THERE IS NO MINIMUM FRONT SETBACK FOR PORCHES, PER SECTION 2.3.2.1 OF THE COD SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 28' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) REAR: 5' MINIMUM AND NO MAXIMUM NOTE: SIDE AND REAR MINIMUM SETBACKS FOR ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT= 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK iC=2o,000 SF) BUILDING FOOTPRINTS: COMMERCIAL BUILDING FOOTPRINT(20,000 SF) & FITNESS CENTER FOOTPRINT (26,000 SF) LOTSIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2025. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN MAY, 2021. FIELD VERIFIED BY COLLINS ENGINEERING, FEBRUARY 2021. DATUM: NAVD 2988 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 4.17OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. STREET LIGHTS SHALL BE INSTALLED ALONG STELLA DRIVE. THE FINAL SITE PLAN SHALL INCLUDE A LIGHTING DESIGN FOR THE PROPOSED STREET LIGHTS. PHASING: BLOCK i SHALL BE DEVELOPED IN AT LEAST FOUR (4) PHASES. THIS IS THE THIRD PHASE OF DEVELOPMENT FOR BLOCK i. RECREATION: NO RECREATION SPACE PROPOSED WITH THE DEVELOPMENT OF THIS PORTION OF BLOCK 1. CIVIC SPACE #i SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK 2, BLOCK 5, AND THE REMAINING PORTION OF BLOCK 2, IN ACCORDANCE WITH THE BROOKHILL CODE OF DEVELOPMENT. PARKING: BLOCK2A: CONDOMINIUM/APARTMENTS: 2 PARKING SPACES / UNIT+ i GUEST PARKING SPACE/4 UNITS 32 CONDO/APT UNITS x 2 SPACES / UNIT = 64 SPACES + 8 SPACES = 72 SPACES BLOCK 2B: APARTMENTS: 2.5 SPACES PER i BEDROOM UNIT & 2 SPACES PER 2 & 3 BEDROOM UNITS\ (ioo UNITS) i BEDROOM UNITS x 2.5 SP/UNIT+ (no UNITS) 2&3 BEDROOM UNITS x 2 SP/UNIT= 370 UNITS BLOCKiC: COMMERCIAL PARKING REQUIREMENTS: i SPACE PER 200 SF OF NET DENSITY 6o,000 sf * 80%= 48,000 sf / 200 = 240 PARKING SPACES REQUIRED FITNESS CENTER PARKING REQUIRED: (1) PARKING SPACE PER 250 sf 32,000 sf/300 = 228 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 82o PARKING SPACES TOTAL PARKING SPACES PROVIDED: 86o SPACES 32 GARAGE SPACES + 32 DRIVEWAY SPACES +733 SURFACE SPACES + 63 ON -STREET SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED STEEP SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 4. PRESERVED SLOPES DO EXIST ON THE SITE, BUT ARE NOT LOCATED WITHIN THE LIMITS OF PHASE 2C. FLOODPLAIN: THERE IS NO ioo-YR FLOODPLAIN LOCATED IN THE PHASE iC PORTION OF THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. A DAM BREACH INUNDATION ZONE DOES NOT EXISTS WITHIN THIS PHASE OF THE BROOKHILL DEVELOPMENT. THERE IS A DAM INUNDATION AREA WITHIN THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY, BUT IT DOES NOT INCLUDE THIS PORTION OF THE VILLAGE CENTER. THERE IS ALSO AN EXISTING FEMA FLOODPLAIN ON THE PROPERTY, BUT IT DOES NOT EXTEND INTO THIS PHASE OF DEVELOPMENT. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITHIN THE BLOCK 2C DEVELOPMENT AREA. SEETHE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE OVERALL GRADING PLAN FOR BLOCK i. OTHER PHASES OF CONSTRUCTION WITHIN BLOCK i DO INCLUDED RETAINING WALLS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA LANE. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY . OF THE COUNTY CODE. LANDSCAPING REQUIREMENTS WITHIN SECTION 2.79 3 TRASH: ATRASH COMPACTOR IS INCLUDED WITHIN THE OVERALL BLOCK i DEVELOPMENT AREA TO SERVICE THE APARTMENT BUILDINGS AND THE COMMERCIAL CENTER. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS: OPEN SPACE: o.00 AC (o.o%) BLOCK 2A DEVELOPMENT LOT: 2.24 AC (4%) BLOCK 2B DEVELOPMENT LOT:11.48 AC (40%) BLOCK 2C DEVELOPMENT LOT: 4.507 AC (26%) IMPERVIOUS AREAS (BLOCK iC ONLY): TRAVELWAYSIPARKING: 2.74 AC (6o.8%) SIDEWALKS: o.47 AC (20.4%) BUILDINGS: o.83 AC (18.4%) GREENWAY: o.00 AC (o%) LOT AREA/LANDSCAPING: 0.467 AC (20.4%) TOTAL: 4.507 AC STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THEAPPROVED BROOKHILL SECTION i MASS GRADING VSMP PLAN AMENDMENT#2 (WP0202700037) COMPLETED BY COLLINS ENGINEERING. FIRE FLOW CALCULATION: NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) = 2,5oo GPM AVAILABLE FIRE FLOW WITHIN VILLAGE CENTER = i,600 GPM BROOKHILL -BLOCK iC INITIAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA NOTES: 2. 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. CODE710 CODE 492 TOTAL PROPOSED 6o,000 SF (OFFICEBLDG) 32,000 SF (FITNESS CENTER) ADT RATE - 583 VPD (291 ENTER/ 292 EXIT) NIA 583 ADT (291 ENTER/ 292 EXIT) AM PEAK RATE - 70 VPD (6o ENTER/ io EXIT) 42 VPD In ENTER/ 21 EXIT) 222 VPD (81 ENTER/ 32 EXIT) PM PEAK RATE - 69 VPD (22 ENTER/ 58 EXIT) 22o VPD (63 ENTER/ 47 EXIT) 279 VPD (74 ENTER/ io5 EXIT) 7. BICYCLE PARKING AREA SHALL BE INCORPORATED WITH THE FINAL SITE PLAN DESIGN OF BLOCK 2C. EXTERIOR BIKE AREAS SHALL BE PROVIDED FOR THE COMMERCIAL AND FITNESS BUILDINGS. GENERAL BUILDING DEPARTMENT NOTES 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. J. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT. POLO GROUN� VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS 213 PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 OVERALL BLOCK2LAYOUT 6 SITE PLAN 7 GRADING, DRAINAGE, & UTILITY PLAN 8 NOTES & DETAILS 9 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN 20 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN k7 SCOTTTR. Cb-LLINSZ Lic. No. 035791,E p 7/26/21 "Aj z O J V/ U w Z O � 0ZJ O H Lf) ,A L z V, w H W ce N W O Q ID o ID N n 22 TOTAL SHEETS L ti M (n N � M N 0 W C) N N LEGEND EDGE OF PAVEMENT w i CURB LU PROPOSED ASPHALT PAVEMENT L� J LL�LLLLL J EXISTING VEGETATIVE/LANDSCAPE BUFFER GREENWAY BUFFER U) PROPOSED EASEMENT, VARIOUS WITH EACH SHEET ® LU Q DROP INLET & STRUCTURE NO. ' O DRAINAGE PIPE BENCH MARK Q 4 VDOT STANDARD STOP SIGN z _ PROPOSED HANDICAP PARKING SPACE STRIPING U PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) zoo EXIS77NG CONTOUR Y 200PROPOSED CONTOUR LU 506.71 TC PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB sos.7l Tw T/B DENOTES TOP OF BOX Ln 0 PROPOSED SPOT ELEVATION 506.21 Bw TIN DENOTES TOP OF WALL ~ BW DENOTES BOTTOM OF WALL LLU PRESERVED STEEP SLOPES MANAGED STEEP SLOPES in PEDESTRIAN AND VEHICLE ACCESS ~ PROPOSED CONCRETE mmi LU PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Q OO OO Qo OO 100 YR. FLOODPLAIN (D 0 c:) C] N U APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT W V H� H� z H� �I U o V U O W J HT� i O O ce co w J F- F w O w a U) 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, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007,approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION: CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019B4; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. 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 8 P » 8n section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a Per "market -rate" dwellingunit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine 269 single-familydetached units. A "market rate" unit is an dwelling tY ( ) Y g 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 rtY ($ ) g Y detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions 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 :han 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 Project, Y( ) � q q P fY 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J 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 andprequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s)shall be available for sale. This notice shall not be given more than nine 90 days nor g ninety ) Y P to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (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 salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50`) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement 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 q PurP , ( � ) not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for Y P l�aP 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 any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Tenn 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 Tenn, 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 Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 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 Mana 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 ("MSI"). The annual adjustment shall be made b multiplyingthe roffered Cash Contributions amount due for the J Y P 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 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 (1 s0) CO issued fora 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 Lic. No. 035791 7/26/21 .Aj I 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 I (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 oz J has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP P ) / A d Owner shall be relieved of any obligation to install a traffic signal. V U 2: 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the m m property: 0 O J m � A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's jw w Z design standards for a Class B- type 1 primitive nature trail, shall be established whin the V Greenway as described within the Code of Development. The general location of the Trail Network N 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 W shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and w o maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a a notation that the Greenway area is dedicated for public use. If, at the time the County requests o r1i dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision n 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 r� for Parks and Civic Spaces as described in the Code of Development and generally shown on the L9 IT— P P g Y Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance ti Cl? Page 4 of 11 Z CY) N ® M N O N Services Department. At the option of the County, and in lieu of the construction of a school, a public park N may be established by the County on the Elementary School Site. N 8. Public High School or Institutional Use Site. uni > W Within one year after written request by the County, the Owner shall dedicate to the County, by General J J WarrantyDeed and without consideration fee simple title to a parcel of land for public hi school and/or _ P P P Y� such other use as the Countymay determine suitable of not less than fifty 50 acres abutting a publicly - dedicated Y , ftY ( ) g P Y 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 W or warranty as to suitability. O 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the Q 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), U which is administered by the Virginia Department of Historic Resources (DHR). r 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 W 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 Cn licensees or successors of the Woodlands Cam located in the Greenway Area and identified in P Y the Phase I Historic Resources Stud for the Project. Y J W This Proffer Statement may be executed in an number of counterparts, each of which shall be an original W Y Y iP and all of which together shall constitute but one and the same instrument. (n JW [Signature Pages to Follow] Jry Q O C:) N Page 8 of 11 z Q J U T� i U 0 J co J J H� \2 i 0 0/ CL co 00-1 W LL LL O d JOB NO. 182150 SCALE N/A SHEET NO. 1A J 2�, • .' PHASE IINTERSECTION a ( IMPROVEMENTS INTERSECTIONa COT-TURN-ANEO WESTBOUND LEFY O a GR OU Nos ROADEWrrN3r5OF Hm' STORAGE F(TENO WESTBOUND RIGHT. NRN LANE ON POLO GROUNDS ROAD PHASE II INTERSECTION FROMso'OF STORAGETO aoo OF IMPROVEMENTS ° - s STORAGE CONVERT RIO MILLS ROAD TOATI RIGHT IN RIGHT -OUT � / UT OPERATION. F INTERSECTION, CONSTRUCTASOUTHWUND ROADWAY, PROVIDING (a) - A LEFT -TURN AND o)RIGHT-TURN LANE. .. ,e. , CONSTRUCTAN FA PO PHASE III ROADWAY LEFT -TURN LANE ON POLO IMPROVEMENTS, GROUNDS ROAD H WH r FEETOF m _ STORAGE F INTERSECTION 3 / \ ` RIGHT414 ETORIGHT-00 ROASTRUCTTRANCETOROUTERS PHASE 11 RAD 0 WAVIM�RDVEMEN CONSTRU[TA NORTHBOUND RIGM �♦ TS USR WI TH zoo' of B PHASE I INTERSECTION O STORAGE. STORAGE. IMPROVEMENTS PHASEH INTERSECTION j � s O IMPROVEMENTS IMPROVEMENTS INTERSECTION4 - - PHASE I ROADWAYIMPROVEMENTS CONSTRUCTNORTHBOUND i� _ ROADWAY TO PROVIDE(u) LEFT jTURN m LANERIGHT-TURN NE REST PAINTEDMEDIIANTO PHASEINTERSECTION � PROVIDE WESTBOUNCLEFT-TURN IMPROVEMENTS I 111141144%O `�@ LANE ON ASHWORAGE.EIDU LEVA11D ` A Vino-' ; 0� 11 s' x •( •' ESTRIWITHE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROC W J (2)RIGHT-TURN LANE '� �®2 101o�Mm ROADf` ^ O 1� PHASE IV INTERSECTION IMPROVEMENTS O _ _ _ - _ _ - INTERSECTION 5 _ - - CONSTRURSOUTHBCUND DDRN'TREE - xr PHASE I INTERSECTION PHASE IV ADWAY ROADWAY TO PROWDS(>) LEFT- TURNLANEAND(ORIGHT-TURN ' MPROVEMENTS IMPROVEMENTS LANE • CONSTRUCTANEASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WnW ,,0 OF STORAGE GU R BROOKHILLTRA C PHASING PLAN PAnsMNcfd.. Li WO PROMO7VDOTRO IMUTE a9� , PR04EMENTS-Swd4 OSEDSTRE-�/ p ,AaONG CONNECTOR R tf 4 7// I ' �� Aso„ •'' \ PROPOSEDP PEDESTRIAN _ O(ISIaWTREEAREA I \J ` TRNLWAYCO TO CONCRETE ACLU'• �--\'^ I K ui WITNESS the following signature: OWNERS of Tax Map Parce104600-00-00-018AO: efT By: 'r l CHARLES R.�HA GH By: �r•vs.n. Q%��., IZABETH ANN OGL BYANN OGL BY G� Date: 2 et2Li g' zz.01 q OWNERS of Tax Map Parcel 04600-00-00-01800: By: ; 1 ,y CHARLES R. HAUGH, 17USTEE By: DOUGLAS 13.. OGEj BY, TRUSTEE J O Date: — / g OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-1 19A2: CROCKETT CORPORATION, a Virginia corporation Ann O. Haugh, Its President r % Date: 71-� 5% 2Car 9 Page 9 of 10 PROPOSED SALAMANDER I •; CROSSING(3 TOTAL) N 0 SALAMANDER TUNNEL \TIONAS ONLY. THI R INVERTED RETAINING FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT o D a b Q 0 q _ O c dD 13 PROPOSED6D._- ACRE HIGH SCHOOL •, SHE • b TMP46aaB HORNELAND CORPORATION .( h �ry IL TMP46-IBD CRAFTON CORPORATION PROPOSED 7 ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parce104600-00-00-018H0: HORNE LAND CORPORATION, a Virginia corporation AnnO�.,Haugh,' Its President � Date: ? y" wy 7, '%O 19 OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: 0_4 - C. x,1.2 Rzps.;��L Ann O, Haugh, Its President ----�T Date: � -AO / 9 Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOIOIILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018A0 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 proffers that were approved with ZMA 2015-00007 for Tax pp P Pp Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019AI, 04600-00-00-019A2, 04600-00-00-019BI, 04600-00-00-019133, and 04600-00-00-019144 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS ZMA 2018-11 to amend Proffer Numbers ID, IH 6 and 8 of the Proffers that were proposes a roved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Read connector PP 1 road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road only on Connect idoes not do so to reduce the value of the credit for in -kind contributions that are available y if VDOT de to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-41. , PP BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. tt• 1, Claudette K. Borgersen, do hereby cerlify that the foregoing writing is a true, cancel copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. -7 )14�'`fY A O- Clerk, Board of County Sup Isors a Aye Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallet Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax.Map Parcel 04600-00-00-019B1: BROOIII,L APARTMENTS, LLC, a Virginia limited liability company By: COG Holdings, LLC, Managing Member By: Haystack Corporation, Magpge= By: /////l//��y� AndrevpV,PVfcGimv, Its President BROOKMILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc. Manager By: Alm R. TayTor, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio' Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority improvement; an d P Y road im P a 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 extensive) with Albemarle 9 P P Y 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 public comments received b he Virginia p y t 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 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. 1 Clerk, Board of Countoopervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y SCOTT/R. CtTLLINSZ Lic. No. 035791 � A 7/26/21 F H N N n LUr Iltt� M M z N Q CY) J V N W W V W > J LU Q IE� J '^ w z ~ H� O LU J ' 11 LU Q� U e Q LL _ O U li 1 Y U W O JJ Ul W ~ z J Lii J - vJ J�o LU J<0 Q o CD F F- JOB NO. 182150 SCALE N/A SHEET NO. 18 ,TH 0FG �y t� O SCOTT R. LLINSZ, , Lia N0. 035791 / qH ^' v \_= . wO0D6 V� Q - PROPOSED ASHWOOD BOULEYARD CONNECTION / Sjx J }' �L THORNR i Z Z 00 7/26/21�� �SSIO — UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT PROPOSED TRAILHEADACCESS AREATOr;- _ PROVIDE PARKING, AN INFORMATION KIOSK, f • FOR„ M RE INFORMATION ON REQUIRED BUFFER N o W Z Fl1Ct NAL �Q� \' r „f AND APEDESTRIAN ROAD CROSSINGTO v J~ / 9 w< —� SH ACCESS THE MULTI-USETRAILWA �` !_ o O a " �OD / ` D q w UJ o �WJ i ' � maba ' FOREST LAKES > � � „ �. > `\_ NEIGHBORHOOD QJ 'I V :- Z W Ywv) ROUTE z E IMPROVEMEN4 BS SWM NATURAL BUFFER _ 3o MIN. uf EMAR-�Lz E r � RTRAIL co -t OPOSED PRIMITIVE TRAILWITH <<SSITE \ Ynn Z O ,-l(J - CONNECTION TO FOREST LAKES 1 I W �( v a POLO GaQ F JLA Q ° Cu z ' ' I Iv ALBEMARLECOUNTY PROPOSED ;+ © \ UMOSROA a - 0 < a 2 - 0 o a PERVEDSTEEPSLOPE Ip * BLOCK 13 1 L) c rLO 2 0 m (Izz TRAILWAY v� N V ° z o m TRAILS (TYP.) (� I o' VICINITY MAP: SCALE: 1" = 2000 O DEVELOPMENT \ B AN COURT 3 AREA (TYP.) I i i r z / I, GENERAL NOTES OWNERS: TMP 04600 o0 o0 oi800 TMP04150o-oo-oo-oi8Ao z N S H o w z i � , in — if f - BLOCK IS �-- -' �\ `.mil < "_ _ H R. A HARLES R. HAUGH CHARLES .& H UG C & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. VJl K o Z Sj Ili ��i ROp,O �,', �� ,�•' ':- L, /� EP 435PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA zzgoi CHARLOTTESVILLE, VA zzgoz > T.M. 46 - z8Bi' _ _ _ _ / _ �� N HORNE LAND CORPORATION fi:) GO OPEN I \ SPACEF TMP 04600 o0 o0 oigoo CROCKETT CORPORATION z z0 Uj ;I (TMR)-� ! ��'~ O C/OHAUGH&HELVIN 435 PARK ST `+. PROPOSED CIVIC SPACE CHARLOTTESVILLE, VA 22901 c7 ? C9 z V, - P � ! �' � BLOCK 1z ++ z z � BLOCK to EASTERN POCKET PARK 1 O ! i F �' BLOCK lq \/\'\ {°b O .♦ (LOCATIONTOBEDETERMINED 1 ❑ G DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4555ECONDSTREETSE SUITE4o0 O N w � O N w °c O U O EXISTING zoo -YEAR ,,` _.' WITH FINAL DEVELOPMENT PLAN) - V FEMA FLOODPLAIN (TYP.) �+ CHARLOTTESVILLE, VA zzgog z z -- �,, -- -- • PROPOSED VEHICULAR 0 ENGINEER. COLLINS ENGINEERING zoo GARRETT ST, SUITE K z z a _ l :. \� \ INTERCONNECTION ACCESS J BLOCK 9 '" PRO DPRIMITIVE \ CHARLOTTESVILLE, VA zz oz 9 Z z o z o g sn o t2 o *# ! TO THE MONTGOMERY 'MIN. NATURAL BUFFER TRAILWAY ,�, \>. �� ROUTE zg "` 1+ 'ti;,,a , - ° ! `----'~ RIDGE NEIGHBORHOOD o / TAX MAP & ZONINC: o4600-oo-oo-oi800 04600-oo-oc-oiBAo 04600-oo-oo-oigoo �--� �- a f co M a ~ z w £ z z¢ w z w Q o -IMPROVEMENT �i / I ,\ ! , /- PATHWAY i _ \-- ! OPEN c/ '� ROPOSED CIVIC SPACE '' SPACE „`/ ALBEMARLECOUNTY O ! i i. v AR TYP) P 5(LOPE �' D.B. z,PG.6 o D.B. PG. 73 9 333, 45o D.B. 73z, PG. 69a R-i RESIDENTIAL R-z RESIDENTIAL ZONE: R-i RESIDENTIAL W, �--� � LL u y to o Q �- z In f j O w y O w F z w o o 0 N n �c�i. ( MANAGEDSTEE _ GREENWAY o i '•� oo•.. ;•° ) TYP. ROUTE z — — - — (TYP. ! pA V 9 ) ° ° /�` PO IMPROVEMENT I °°° �I -__- - ''y TOTAL o4600-0000m800 - 4z-55AC o4600-oo-oo-oi8Ao z7.2 AC. z z z z �,, „ \`\a,°° GREENWAY -, BLOCK 18 \, ,0���G��ltO �'( ''. \....• •!, �`E� o4600-no-oo-oigoo - 20766AC. O O o SWMFACILITY#z Yi ri GREENWAY `: '� `"""" ,,' --._.. 1 (TYP.) : j - �_ G>GY. O -- UPLAND \ ,,,_ z77.5oAC.TOTAL w sn w U U J \ _ PROPOSED So' BUFFER (TMP) PARK ° \; ,\ \ !! , / �° _ '%� r0� YLN� r� M t� "•/ \ \ -- ! DEVELOPMENT � a°° \ AROUND VDOT STORMWATER I _ �Y \ ?EXISTING ARCHAIC WOODLANDL9 PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT TOPOGRAPHY, TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN < z MANAGEMENT POND 1 ,- ,/' . CAMPSITE AREA TO BE PRESERVED ' ��\, � , ( // AREA (TYP.) ; � �� / ( I ��.,,� •°"• SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. g � _� \ ` v - + -'' _' v J ' L \ BLOCK 16 BOUNDARY INFORMATION WAS COMPILED BY LINCOLN H zoi SURVEYING ON MARC 7, 5 p .� �,•�/r��� °.<°°° °°•a.° O "_' a EXISTING DATUM: NAVD 1988 M Z C� 7 Z wo-YEAR O ,STREAM BUFFER (TYuP "bmo°`\s . -'N\ '°° FLOODPLAIN (TYP.) ,, s UTILITIES: COUNTY WATER AND SEWER CV 1 � 'h \�� \ r � 5^ t/1 J � PROPOSED RIGHT IN OU �'i BLOCK L} �1__ `��;, \, '. � O � � FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS STE. FEMA MAP ID goo3Coz8cD DATED FEBRUARY INADDITION,ADAM BREACH INUNDATION ZONE EXISTS ON THE f++ v) m ,o m +o � � J -RIGHT Q'Q Z--_---'- 4 \ `, INTERSECTIONSEE y, zooS. PROPERTY FOR THE SOUTH RIVANNA DAM,'NHICH IS A FEDERAL DAM LOCATED UPSTREAM OF � � � � � OKIMPROOIA SPORT o F _BLOCK ~ j •`- - ....... \ \ '. ' TRAFFIC CI ALBEMARLE COUNTY THE PROPERTY. �n o o+ In 0 0 o+ 0 o+ 001FOR �'.Z� •. ( w FURTHER DETAILS. �MAINSTREET 6ECONSTRUCTED ATTHE PRESERVED "'^-�- MONTGOMERYRIDGE BLOCKS. �., f 3 - I NOTES: N W BOULEVARD ENTRANCE INTERSECTION OF MAIN STREETAND (TYP,) /: //.; .,/ „i' _ NEIGHBORHOOD O THE NORTH/SOUTH CONNECTOR ROAD BLOCK S , I OPEN �j 1.N SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. � z l�� (I SPACE + OPEN / / `•�/ (/\j z DETERMCT WEDTION OF WITH THEESITEBORHOOD PLAN PROCESS.OROADWAY, AND TRAVELWAYS SHALL BE N �� Q ^ (TYP.) SPACE I/ > ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH < U) _- ( ( ry �� < [�_ _ TYP. BLOCK I EXISTING ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE �J i 1 J 1 zoo -YEAR n PROPOSED '•, - / OR FOREST LAKES. C W I FLOODPLAIN (TYP.) ; _ s` ,•• RIMITIVE /,, / :v ti� �J �� T.M. 46 - z8D '• ' _ I . °° .; ` TRAILWAY '� / _� O� Q CRAFTON CORPORATION , �°\q I l '' ` �" O (> OP 1 S- THE IMPROVEMENTS TO PO_O GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS 7 ^ LIJ J Q V) Q � \ b DEVELOPMENT AREA O (�� y 43 BLOCK 2 •� - a • 2 1 `\, \O TO THE FLOODPLAIN. 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN Z W J � •• BOUNDARY (TYP) y ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.z2. EACH PRELIMINARY SITEAND > � ROPOSED NEIGHBORHOOD CENTER I -- a ;'� � (LOCATION TO BE DETERMINED I _ _ _ IMITS OF PROPOSED REZONING [� /- •L - - BLOCK 17 " Z WITH FINAL DEVELOPMENT PLAN.), — — _ , + O T SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY c L Q U) W �� J J — — — _ - _ _ _ _ — — „ `r.. 1 �1 DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT z PROPOSED zoo'BUFFERALONG RT. zg BLOCK +ACRE HISTORIC �_` SAFETYACTION PLAN. Z I- =•�•� O w 7o'NATURALLANDSCAPE BUFFER 4 '/ BROOKHILL PARCEL BLOCK BLOCK e 'b it �� ❑ &3o'LANDSCAPEBUFFER I 3 �- '- \ e ZJ-- / �/''y/ ALBEMARLE COUNTY -- 8. THE PROPOSED DEVELOPMENT SHAL_ INCLUDEA MINIMJM OF(3)CIVICAREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. < Ln 5 J L Q nJN� L.L Q �J O / APPROXIMATE LOCATION OF I ,� , ANAGED STEEP SLOPE - - �l NOTE: A PROPOSED MULTI USE PATH i GREEN WAY (� c g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER 1L J = J TI J HISTORIC MARKER FOR THE (TYP.) I IS PROPOSED BY VDOT ALONG THE - r' � f (TYP) �t - r (� BROOKHILL PROPER J } - n 2_ / ROUTE zg FRONTAGE OF THIS - ; ! �� /� \ \ ' t I� 1 _ \ b' 4 � MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. � z � � O U _ _ ___�°j °, —-- ROPOSED z0' BUFFER :. �. 1'- / /O ' + . ' ' 11 rJ PROPERTY. PATHWAY TO BE I' — — ,,. -^ � � P. t� -1 1 ti �.` L1 io. CONNECTION POINT N THE APPLICATION PLAN SHALL BE A FULL VEHICULAR � INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT �BHALLONLY BEA Q LL F� It ( 1 LOCATED WITHIN THE VDOTR/W. -'+ ,, li, s/-/ I, o ^' _ " / PEDESTRIANBICYLE ACCESS CONNECTION. Y O LOCATION OF EXISTING \\\ `%\ 1 e i , .� ° \ ' UNN CEMETERY TO d ° \. BLOCK ig ": 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 U w O O REMAIN LOCK LINE (TYP.) " °° o �t" NOTE: ALL STORMWATER MANAGEMENT FACILITIES I ! ° LEGEND Q Z C0 ' I 1 , � 1 0 �. ° �' ° AND EROSION CONTROL MEASURES SHALL BE j / BLOCK6 ALBEMARLECOUNTY- „� ' % ` ° LOCATED OUTSIDE OFTHE PRESERVED SLOPES. \ GREENWAY PRESERVED SLOPES I^ Q W Lfi LU w BLOCK H PRESERVED STEEP SLOPE .° ROPERTY BOUNDARY (TYP.) 1 Z 1L Z +. (TYP.) Aa°° ° `_--- NOTE: THE 1 BLOCKS \ f �� °°Q. .�• VEGETATIVE BUFFER MANAGED SLOPES ® OPEN SPACE Z Q i LLl z LIMITS SHALL E REIPLANC°T D�N ACCORDANCE WITH THE ANTE I % EXISTING ioo-YEAR !` C g "t / DEVELOPMENT FLOODPLAIN (TYP.) •••••••• ° Nl.I, `••^'•- _ °°°° WITH HOA APPROVAL, A 1o' MULTI -USE PATH FORESTED BUFFER REQUIREMENTS / I ING BROOKHILL ' I AREA (TYP.) V,� LIMITS OF zgTH CENTURY f SHALL BE EXTENDED TO THE ENTRANCE OF # ,/�. •v„_y H SE TO REMAIN \, _ GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS r ti ,J W ~� Q { t • ._ C MPONENTS OF BROOKHILL C , MONTGOMERY RIDGE. THE HOA WILL NEED �3 TO APPROVE THE TRAIL AND EXECUTE ALL / I j} / BLOCK8 DEVELOPMENTAREA • "•°O°o' r - - - BOUNDARY TYFI*' *' EASEMENT DOCUMENTS ALLOWING THE Q �_1 EXISTING zoo-YEARI ,` '- x (Z( ( ) .j CONSTRUCTION OF THE MULTI -USE PATH � PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE& THE igTH CENTURY COMPONENTS OF BROOKHILL W O ON HOA PROPERTY. FEMA FLOODPLAIN (TYP) _ i \ - ROPOS o ED 10'PAVED U , SPACE /j j MULTI-PURPOSETRAIL �'' zo'MULTI-USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY O � � O r _ % THE NORTH SIDE OF POLO GROUNDS ROAD Com urn , e c apartment PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR =�2,1[ FIB# • ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL io nae••a °°• ° % e# � •• � i . ' ROPOSED PEDESTRIAN TUNNEL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE _ >J IMPROVED INTERSECTION OBE O Ap rOVeebv h=-E.;; C( Supervisors ° ° AND STOPLIGHT. •`"�-, • ,� _- Vj'GNF �V R SEEBROOKHiLLTIAREPORT " POLOROPOSEDIMPROVEMENTTO 50 NNPR Dat N } GROU// �. STgT 0000 EXISTING ioo YR FLOODPLAIN 6 N FOR FURTHER DETAILS -L,•.. f POLO GROUNDS ROAD FOR R�`) ,, - _ RT643(D•gR0'D(So) '� TURNLANES-SEETHEPOLO �8; P. �63) _ -- - GROUNDS RCADWAY ...... STREAMS LOCATION OF HISTORIC RESOURCE TO BE 'RESERVED JUNE 15, 2015 ®®® LU anner APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG IMPROVEMENT PLAN L/ GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE GALE FORSALAMANDER ROAD CR05SINGSTOBECOORDINATED POLOGROUNDSROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. zo'MULTI-USE PATH w C tu LU zoo 0 :00 400 800 i SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION OF HISTORIC MARKER �� — a _ U-)- JOB NO. 182150 ? e PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. 46 - i8C CROCKET CORPORATION ( IN FEET) ��� SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFICTIA. /� I inch = 200 ft. 1 1 PROPOSED ELEMENTARY SCHOOL SITE \J SCALE N. T. S. SHEET N0. 2 C 0 U 0 0 U 0 E 0 a N c S 6 J 06o5o FINAL SITE PLAN APPROVED NAL SITE PL APPROVED _r THOR_NRI�GGIA F/,U �\ \ \_1� / / \ �. % / ✓ I;P \ / I TH p 16 \ OOCF�gR j�� ,\Ao �;_ HWOODBOULEVgRD -- C)SCOTT R. LLINS'Z U Lic. No. 035791� \ 7/26/21 tv41 ENIWOO CO %A 10: BLOCK 13 of O BLOCK 1 �' 5 / \ I I A Y URT 31 / 1 Ln Ln /I 00 i \ ( /_-A ^ v V ♦%�' 1 �/ / w op P202000608 INITIAL SITE PLAN \, f APPROVED - 03/o6/2020 /� \\ / I \� ,, \ / / W SDP202o00082ce IF BLOCK12 ' BLOCK 14 BLOCK z8 _ y /' // --�� 7 �, A / w: IC a � 1 1 1 1 i 1 ROAD PLAN vK ilir SUB2017-00117 Av ... ° °Bo° , \, . / M [ A Y I� ` \ r ----- ► °° Jr - - M Oka C6 - 1 1 � ftft BLOCK 4C co 1 Iftft1 y- 1 BLOCK i6 / 5 ° SDP20z000070 1 BLOCK `` j BLOIiK °o 3 TIVED-1o/z3/2o20 1 0 �° / INIAL SITE PLAN \ to , / APPRO� � � to ', o ` _ ,-.I ' / '\ \� -�, � I � N W SDP201900078 INITIAL SITE PLAN N APPROVED - 02/21/2020 QBLOCK2 � SDP202000035 v J i I FINAL SITE PLAN �•:.°° _ L 1 1 L APPROVED-o1/o5/zoz1l o v a-- ---- H� 1 \j- -\, O`��� Raj �'-_> U 201 00021 o I o / I, LLI z J ✓ O Q --� 1 I INITIAL SITE PLAN 0 1 /� � � � / /j i - �4 � APPROVED -o6/o8/zo18'� SDPzolB000yg __--_- � J IN S TE PL $ J - ° sl �1 BLOCK AREA SUMMARY Q 1 ROAD PLAN SUB2o18-oo1i5 t o BLOCK ig I BLOCK 6 v°°° 1� SUB2o1 -00117 J P201900/02 FINALAPPROVED N BLOCK7 ' - \ ' \o° 4/23/2020 �.� / � 5 ioi 0005y � I °°, ''- INITIAL SITE PLAN e APPROVED - 09/07/2018 \ ° SDP20190001S P LRO o°°° STgTEGN o°o°oo°o 0.00°R643_D� S�R D_ (So,) °- -�- oo° o°o°° z63)' o ° , oY ° °°°° LEGEND: °e °° PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT a (APPROVED INITIAL SITE PLANS) e� PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT GRAPHIC SCALE �•' (APPROVED FINAL SITE PLANS) id£e'°°•,.00 zoc c ioo zoo aoo PROPOSED RESIDENTIAL DEVELOPMENT (PROPOSED INITIAL SITE PLANS) ( IN FEET ) 1 inch = 200 ft. William 1\ _ > �1 U �r Development Greenspace/Amenities (ac) t ' Area Per Area (Roads, Proposed Proposed w J J ' Block Land Use District Brooklu'll Lots, Buildings, Development Y U Area (AC) t--t COD (AC) Parking lots) Per Area (AC) LU f COD (AC) Civic / Civic' Greenway Greenway Buffers Buffers Open Open Total Total O J o Parks Parks Space Space Greenspace Greenspace Q Required Proposed Required Provide '\ 1 Required Proposed Required Provided Required Proposed (n Q °° 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 m o i o o lA Neighborhood Service Center 1.24 0 0 0 0 0 LU 1B Neightborhood Service Center 11.48 0 1.67 0 0 1.67 w J 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 F- 2 r, 3A Urban Density 3.3 U y 3B Urban Density 1.8 F - 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 w O L - 4A Urban Density 9.98 7.17 0.86 0 1 0 1.43 2.29 O 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 4C Urban Density 6.58 - 2.31 1.46 0.85 Q 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 (D _^ 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 O (]� 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 6.7 0 O 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 N / 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 J 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 w 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 F 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 w % 11 Neighborhood Density 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 0 _ a U-) 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 JOB NO. 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 182150 2j �� 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 800 I 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE 16 Neighborhood Density 9.7 13.89 8.4 10.3 0 0 1.8 1.4 1.3 2.2 0 1.1 3.1 4.7 1 if 17 Neighborhood Density 15.8 16.1 11.8 8.8 0 0 3.3 0.9 3.8 5.2 0.2 0.1 7.3 6.2 \ 18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 3 Total 223.9 174.5 168.8 106.0 10.3 3.25 53.6 31.01 28.8 20.35 16.0 12.28 108.7 66.89 -,_-.V=-iii�10- -y "� ,. / ��� , >. vi �v .✓ �'., v " r� .-43. 43 .. :�' w� .- \. - '°,,-.. s .<-. . i ., a TINGSTREAM y' /�®y` \. \•\ \X I 'I - AL NOTE-S.. :EXIS A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL TH OF DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT y v-gos-' °-> y�-�,-'-- - ``��� -\_ � ♦ ''- � �R,t y \ ,�- y\ � L O � > � \ '�� � / �,' \ / PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO p T EXISTING GREENWAY TYP. J -, ( ) FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. ✓ — — •. x F' 'v. l -.v y - '-�-.. " ° ••" _ - - \, h �� II �J i 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. / �-" ° 40o y \-EXISTING GREENWAY(TYP.) \ `. `SC NSZ 3 Zi \ �1. „_ _ - �c, 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL L� Lic. No. 0357I91,� N .\ y\1 _. _ a^c -_ /.: / / . /;i v\�..v`\ v`,• ! ��� / - _ _ - INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF �- ° y \ • . /�o_ / 0 4 o y l y' v ` \ ` 1 - 1 UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS,�r 7/26/21 C� -.—ri v�vv S%��/ � r EXISTING PRESERVED 1-- 'y y AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE 0 J _ems �° ' \y\v y\ _ o A S TS \ / I E � r 0 \ 1 NAL �1 \ — \\, / ,. STEEP SLOPES(TYP.) ....y- ._"_.v � _ v v y " ,. � � \ y / ..�T �\ � •`( / \ \ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION / V AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY e °j SEWER, STORM SEWER, AND WATER -SERVICE PIPING; y1 � <� ♦ i v r �yy v T y y \ \ x v f / v\ UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE „w — L y CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED 72.18 " / / \ w A - v 6 y I v .�' v\`� '�// \ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES /vv v \ v\v vv v -v v _ _v `1' v v v vl / v l v v \ T STANLEYyMARTIN - _ - _ v , ; I . , 4 p ✓ yy Wy y '✓ y i "'��,v SITE. 157.98-_ /y L JEC COMPANIES, LLC y''- _ _ ��l_y' { /°J f 4. LANDSCAPING SERVING THE PBUOFFER EASEMENT DEED OF DEDICATION WAS IMP 46-19B7 - yr y ®x_ _ _ .M_ _ \ RECORDED IN DB. 5121, PG.689 701. � - _. / DB 5355 PC 747 _ v ,1 .y , y : _ - _ / .w '\ _ _ _ _- ♦ PROPERTY BOUNDARY (TYP.) EXISTING ioo-YEAR FLOODPLAIN (TYP. 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE RECORDED IN DB. 5121, PG. 676 688. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED EXISTING STREAM PLANS AND MAY NOT MATCH THE CURRENT, EXISTING / �_----- ♦ \ \ _ _ TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY % ----- \ \ s�8 �_-�� \\`-y \I �Q`'- QO OO @ OO OO OO OO` \ \\ \ UNDER CONSTRUCTION. O /v :1 -__-- - 37 ♦♦ `� ' vv v v� v EXISTING GPPES TYP v v �. z z8' ♦° �1�' - - \ O -��,� �_..�V �� ♦ ♦ V ` w � NNNx v v: ` A V V V A A\ V 0 N v A t v QO �`�. A �: ; v V A I ����♦ \� \ � ��� -- - - , QO 1 VAv �': yj '� ��A V A 1 I p Q O -- -- EXISTINGGREEMWAY(TYP. \ ♦. \ \ �' - - - - -- ---\ s 9'E ^^ ° OO \ ` ` ` \ \♦ VJ °Sz'S6 03 49.4 \ \ \ _ __ 6 W \ EXISTING LIMITS OF ---�- A& \ / v i - 7 , 7 i-' i-- w V 'V AO� Q �♦ Lu TREELINE -_,_- V A w` A\1 �1 y I / m o v s •�.o. i.���_ _� �� v A � � v �� I I;/ \� vI v A A / -' \ ^ — v v EXISTING v ` A ' ` SWM FACILITY y� , �' \� vv v � v�! q�� V v L V v - V -__?-� + v A ` 1V 1 1 1\ doA IN V � v i A \ V A i` � V A �� ` I - �� i/ ' ---� ` ` � \ V I � , I \ 1 1 � 1 1 ems" A � � \ V A II � �• v V A V 1 \1 I 1 1 o b A l V A V II� -+ a x \ V I� w o vv V A \ } ) EXISTING RIGHT-OF-WAY, \\ v v vv \\ -- ---_------------------- �� --_��_ V�� �''\ \ 11 1\ \I 11 II II 11 ��� II 11 I i♦ ��-' I / IIII I p EXISTING zz' DI WATERLINE v _ _ � _ 1 v v ` ' '- rl \ v A A V r =_ _ �V A ' ^.q b,II - - V `\ \ vv vv vvv V���'-\IIII Il ,`.G v �A 5' v 45 z8' v_ \ `v LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES �\� ���� v` / /' ` k I $ 11 Y EXISTING CONCRETE SIDEWALK \ \ \ --- I \\ \\\ 1 1 1 1 1 \\ �� } I r r r \ o\ 86" � ` HAVE BEEN DETERMINED TO BE LESS THAN z %BASED ON NEW I \ 59° 4�4 v 5 V`� v ` V`VAVA TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE � � v v v v I I I I A� A A I I \ _COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h \ \ \ \ \ \ \ \ J EXISTING PRESERVED 1 I STEEP SLOPES P. �� / I I I �BR001)\ L9 \ E7 -- -- -- - -- -- --- - \ \ ; i // / I I Iii Illil / \ _ APARTV �S C III \ \ \ \ v ( TM�4 191 ', I A v �� �� A A �� � v A�\\\\1�1 I / / / / I l I I I oy ''I* � / / co DB 51 31�6144� III ', I A\ `v v `v A V� I 1 i 1 1 1 0' tiry l / 11 l I `V+ v 19.051 d. I I l vv v ` A 1 1 1 I I i' / / l l I l / ,� '� I 1 1 1 �'+� I / "i I I VI / '�� ` v ` A I III I,I I 1 1 v NO / �C'7 ----- ---- -----` I I j I I I I� -- ��IV ri A\ 11V --EXISTING LIMITS OF / - IIIII III _WOODEDTREELINE� / / /: , / 1 A \ J < V N Lu 1 V I I I- i / / /; / LAND RESERVED FOR FUTURE DEDICATON - I I IIII�IIIIIIIII/' �',')�/ ♦ ' --� UPON DEMAND FROM THE COUNTY I - IIIII III I - - ,_-' �� ;�� % / 1 O � fGi v ♦� -------� (D.B.5107,PG. 148). \v �I�IIIIlllj111�11-- // '� /' // ��/ / j I ), �v --_ --_ ---'/ I I I I d- 1 ` EXISTINGro'CONCRETESIDEWALK III IIII II I _-- �' / 1 / I / I I j�`��� v v `� A N // I ` V ` A I I 11�111111111 II/- --i fig i' / / / oV v A \ \ -- --- - -'/ / /,i ', v A I I III I I I I III - - i / A/ l I I �' ` EXISTING I _ _ _ \\ ` WATERLINE I \ IIII I IIIII � �'.1650 � � I I II I I I I I I o � , /A -- -- --- --- /''" v EXISTING STORM------ _ i � � . _ (IIII ,-,_,- - _ / / / \ \ \\ I\ -- -- - T.•; „ - »..,..:�__.__ -SEWER SYSTEM --� I\ \\ �I I� IIIIIIIIIIIIII�I�III�III/ -"� �/ �' S //h / / /� 111\\\ \ / / 'Ii 11�111 \ \ Lu Q _ I II I I I I I 05 ' i / \\ / / \ \ \ \ \ \1 n m � V .. A � IIII I I I � I I I IIII I � � _- _ _ 1\ o `Q-_-/IIIIIIIIII��jllilllilll� i'- -_-- -�� ��'' / �' /9/ ------'—'—'—' •—•—�—• / / 3 VARIABLE WIDTH TEMPORARY � RADING AND CONSTRUCTION EASEMENT / IIII I III III III III II IIII IIII j _-/ (�� \ \ O N n �, /- — — — — I I I 1 1� 1 �v ��. `V I 't�� \ _ l ...� -�- .l'1- /� �� v v� .�.:-,v vLu �1 a ^v m B. 5447, PG. 603) IIII 111 V 111 V AAVA v I ' R N EXISTING VARIABLE WIDTH PUBLIC\� .� I I ( / \ F" -.—.—._.—.—.—.—.—. _. .—.—. U ` `..-_ i C \ OPEN SPACE \, \ H� _. 00 STORM DRAIN EASEMENT 1 \ \ \\ \\\\\\\\\\\\\\\\\\\\\\\ r \ \\\ -���af \ \\ ♦ GREENWAY PARCEL �, Q EXISTING 8" I\' 1 � / B. 52 G. 3 `- O- SANITARYSEWER_ JJ ( � 55 % P 76 j / D• \ \ (D.B 12 82 \\ \ 1 - --- \ --------\ rr / XISTING zo' CONCRETE SIDEWALK D \ \ \ / / N °o Sa 86"W V� v-�� - -�r\! d A A\ II • / i I i zz of \ \\\ \ � _ - � }-- _ \ \ Q\ \ \J 3 59 4' 4- \1 1 BLOCK 1C--------------- EXISTING 22" DI WATERLINE / / / / \ / / _ \ '� \ LI / -v \ Lu EX ST NG RIGHT-OF-WAY OF WAY r / - "1 i 120.36' —mod l l �// w ` •� � / I I ( I I I I I EXISTING / N5 o�i4'z4.86"W -/ VARIABLE WIDTH ACSA 1 `--- �\ \III I I �J.. ,>♦�y / / / / / / / /Y / I I\ I 1 \ C,' r - --------------------------/ CONTOURS WATER EASEMENT ` I I Div I 1 "` Ui co o EXISTING ARCHER AVENUE - --- I I I I j I I j j I 1/ G I �j CURRENTLY UNDER CONSTRUCTION (D.B. 5274, PG. 376) v a I I I/� '/ IIII SUBzoz o 1zSEE PLANS NDER TNP4s-tsar / l j j l ` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V A� \ I 1 1�1 I 1 '"•.f Ll..l 7 7 ' •• CROCKETT CORPORATION l _ DB 5011 PG 170, DB 5107 PG 148, DB 5121 PG 644 I / — III A � v 1 1 1 1 1 1 1 1 1 1 1 1 I BROOKHILL I I \ _-o52 --------------- �r6rz_Acr - - - - 49' RADIUS TEMPORARY -- APARTMENTS LLC 1 v� kh� I XISTINGS'CONCRETESIDEWALK TURN -AROUND EASEMENT- v vvv \\ \\I TMP 46-19B1V III I j /� (D.B. 5447, PG. 603) III I I / / I d �v 1 U) DB 5133 PG 4,45 I 19.05 AC. I V`------- / i >0( / I I' � \ 20' ACSA UTILITY EASEMENT CROCKETT / 3 >s-------- w- (D.B. 5447, PG. 603) 3 v v `v I I I I I I I I I I 1 I I I I l l// l// / ti I\ v v h L / CORPORATION v v v l l A v I / III o A - -99.z7 -- a -\ N li IMP 46-18A1 v v I I ( I I I I I I I I I I 1 1 I l l a \\\ 1 I V A W I - N J+ \ \ 1 I I III II _ _ / / DB 5274 PC 376 III I I I I I I I A A W Q I 51`J g y z4�b"� .r - / .c ne V A V I I I I I) A V A V I pp 1 v is o 9, e n ° 2.96 AC. V ` III III A aig3.5z ---_-L --- sl17o.97�- - -- -- --- --- - - _ �--- - A A I 1 1 1/ �� A V � = I \ I I I I I l o O o 0 0 / m 7 \ V A l l I I I m l V A V V A A A A A 1 BLOCK 4A \ Nag 04' z4.86"W N5g o4 z4.86"W m 1 /0 <� �" -.1 .-- ._ �__. / v III I I I I II I I I I 1\ I �( �\ 1 1 I I I I 1 1 1 I� � `\ II 1 \ \ \ N^ i------� vv I I I I I If II II II III II11� �. I� 1 II II 1 VAA V\ V.V I � 11 1 -- \ \W\ \\ � \ \\I \\ \ 11 II I I I 1 1 \1\ \\ \ N \ V \\ \ \ \ \\ ` \\ O / EXISTING8' N--�._ w\ \ \� \ \\ \. \ \ \ /--r-'-- I I I 1 A \ V A A A A V A �\ V A A V AAv 1 \\ V AA V A ♦ N SANITARYSEWER( EXISTING FIRE 'O _ ` '^ n : `� / / / / I 1 \ V A� V A V ` �A v V I A \ V A\ ♦m `------------------------------------------- .i_------------------------------------- - ---------------- - � - / / / I I 1 \\ V ' HYDRANT Gqh ;" t VARIABLE WIDTH PRIVATE ��� - - - - - - - \ v v v v / r - o / V I / I r $ BENCHMARK t STR TOP= z. o CC SS AND PARKING EASEMENT _ - /' 0 - -------------- - - - - - - - EXISTING iz" DI - - - - - - / v� v v n vA y v --------------- D.B. 5447, PG. 603 /' - i' r--- ---- -- 21 v / j VARIABLE WIDTH PUBLIC i'�/� / \I 1 A� `�A' �w �,�� `V A!�\\\I ` - -'- i - /�, w H 44 4 ( WATERLINE _ / // I I A v n v A Lu - - - - 463.88' / 8' / / 1 ` v 1 1 1 1 EXISTING STREET - -- , / , / \ \\I - - of of n - - - SIGN- r - ---- ;, ]OB ` 1 3 D B 52 PG. 5/b) T / / \I \ / A ,. --.__ I , l /(i�� i/ � / /l r' / II IIIIA' I ' I NO T // SALAMANDER STREET (PUBLIC ROAD, .B. 5274, PD. 3 T) _ 182150 vnD SPEED 25uPH `m vEXISTING 5' CONCRETE SIDEWALK / -- v l l l l r z 3.08' �'; / i I1i I �t _ Ci j 1�LE SCALe \ tV v_ 0 ... .., -". .. -..::. ._ y.. ,. ...:. - v / I l / l / I 56°30'37:z'yV �A A O _ —�— — _. - ______ _____ __ _�------' ---- v — v — --_ ---_ V l I l l l ) l / / /� -3 30 60 �izo n i -_ - --- HAUL$ CHAR ES EXISTINGSALAMANDERSTREET r - __----- - --- ll l l m l o v 4 / -- ------ �/ — l I l l 382� EJ OGLB�S BYI JR/T I CURRENTLY UNDERI,\ / QO \ / \..,.. -:1 I I I I l l l I l l 1 ' i' i' 380 i \ 1\ - j 1 60 4b, %8F I SEE PLANS UNDER SBY 'T I -- BLOCK6 ----------�=>_ Y IIIIIII I / l / ' `\>�-- - - -- - ��._ / - SHEET NO. DB �35 PC 63qq SUB2oz8002z / --- - -- _- / .. —f--I --- -- -- ' \\ \ ` I •I. -, ----- 10 76 AC. BLOCK 19 / 95 P �i 6 I I ( / - - \ - _ _ \ 1e' 1 /- _----- III I �I ( `,f���.... �/ /..-. 1 inc 60. _ \� 4 YY�����YYY YYY YYy�YY YY Y vYY �y BLOCK v Y y x ��i---------------- I II LOCK 46 B EXISTING STELLA LANE (PUBLIC ROAD) BLOCK 4A FIN '777 >1 Lic. No. 0 7 26 235791 Y _ _ > yk•y �� ° 1 SSIDIV L - � ♦\ r y Y r Yy Y YY r Y �, Y, Y r Y Y Y� Y Y Y r Y� ``Y � -�� '_i...�_ ,�.�� r r r YY Y r r Y Y r Y r Y Y r n Y Y Y v Y Y Y .• f Y I/ \ \ ---�-\\ ry1 �-�.uxty _ v v rvY v-.r vv 'r __ s®v �-'} r v _x v v \` �.V•�C�� y v \ v � r v � v Y �,Y Y v YY Y'. Y r QQ . �.-: ..�� • : � \ \ ': �`�� �._� __.. � YvYY Y,,1 Y � r Y _—�.. Qo OO Oo Oo 0O Oo Oo �o � ''� \ ��� •.�` \\ 1 �_.. �� a U4) Co '� 0 \ :: • •� O 0 Q 1 ---------------��` /'� •` \ \.% U1 --------------- Lu - o \ \ Oo I E BLOCK 1B - APARTMENT BUILDING #3 (4-STORY 76 UNITS) BLOCK 1B - APARTMENT -- BUILDING#2 -------------------- (4-STORY - 66 UNITS) i NMIBLOCK IB �i�I _ L.i► BLOCK 1B'29 APARTMENT BUILDING #1 (4-STORY - 68 UN ~ BLOCK 1B y FUTURE 4-STORY HOTEL 100 BEDROOM UNITS 4— a SWM FACILITY � Qo � Qo ♦♦ 0 ♦ (O ,-� 00 i 1w N CD a �r1i d r, Q i ' OO / ' Oo .' / OO Cn L9 o � z i Oo i N Q Qo / A j Do r I N W o �� o OO N N I —I \ O , ^ V \ O LL? W :D ... Oo� O Oo W Oo J L9 ' _j �z --- 10� U _ O ---- , G U m --- �! -------------- ut U Y Ce Lu O w D ul m o -•.,...=1 -.31 ... .J_... w J �° _ � tt ttttttttttgoo goo goo goo goo r:tti2rI ~ BLocK lc 1 o tt aaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaaa rt -- ! t�aji, IlllllllllHH tttt. m •m m BLOCK lA m m m tt¢ tt FUTURE m m m tt tt - - - - 1 .D. POOL& CLUBHOUSE m m m tt.¢.tt. 99999BB999999BB9999999 ttttttl7 - t-= k= 7- BLOCK lA - y BLO(K_— CMENT BUILDING i _ 1 __ a AP�BIMEfd7 @UILRIIYG 1_ a (19VNm --- - r 114-tp�nTSr7 r- t- EXISTING SALAMANDER STREET 4�9 4�9 FUTURE 2-STORY FUTURE 1 z-STORY FUTURE 1-STORY COMMERCIAL BUILDING OFFICE BUILDING COMMERCIAL BUILDING 5,000 SF 40,000 SF 10,500 SF ------------------------------------- ------------------ E E® E ®® ® EE®EE®®E (PRIS/ATf ROAD) ` ' BLOCK 1C ' x FUTURE BREWERY n h x xLl_ 18,000 SF X PROPOSED 3-STORY PROPOSED 2-STORY OFFICE BUILDING FITNESS CENTER 60,000 SF 32,000 SF BLOCK 1C CEMETERY nI u i i i BLOCK 19 BLOCK 6 I i i \ GRAPHIC SCALE ( IN FEET ) 1 inch — 60 ft. Lu U 1J-1 _ JLuo W J<� N F w w x JOB NO. 182150 SCALE 1"=60' SHEET NO. 5 k FUTURE 1-STORY ADA ACCESSIBLE FUTURE 2-STORY FUTURE 11-STORY POSED CONCRETE RAMP 2 COMMERCIAL BUILDING KIOSK CG-12TYPICAL OFFICE BUILDING COMMERCIAL BUILDING O7 PROPOSED STREET 5 000 SF PROPOSED AT / PROPOSED GRANITE 40 000 SF TREES TO BE BRICK PEDESTRIAN 10,500 SF CURBINGALONG / PLANTED WITHIN CROSSWALK. WIDTH =io')------------- - ---_ STELLADRIVE SIDEWALK WITH 6'x6' ----- - --- ADAACCESSIBLE _________ _ _ ____ PROPOSED STRIPED CONCRETE ,.. -- -GRATED OPENING ---- ----- ------PROPOSED STAMPED - CONCRETE SIDEWALK PEDESTRIAN CROSSING CG-iz TYPICAL BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH = iz') ATINTERSECTION 8'x20'PARALLEL PROPOSED PROPOSED WITH i' CONCRETE PARKING SPACE RIGHT OF WAY 6' BIKE LANE t EDGING _ BRICK PAVER SYSTEM AT INTERSECTION DIG NGCONCRETE SCOTT/R. CDLLINSZj F-1 Lic. No. 035791,a p 7/26/21 f�,4• ao 280 a a N d ,. w iP oo w ®®®®®u®® �`... r� O w ®H®®HHU® fA K T�T�T DISTANCE TO NEAREST BLOCKIB .`._ .y. $TFL�AL/�NF"-PR1yATFSTRE`�T�'_ .�. .�. BLOCK IC �.'.'.'.'�`.'.�.'.'.'.' i Y� m CG-6CURB CG-6CURB' Z w M T INTERSECTION=3zo' r . . - .108' R1 TO5 WAY( - -(TYP.) (TYP.) . . . . . W z Ln " T " LIMITSOF PHASE O .. T $ zo 6 ICDEVELOPMENT I 1 W N� J lL PROPOSED y AREA /A W Z I V� w w , w in a o 00u � 6'BIKE LANE .5 �� I w 8 - bo FUTURE BREWERY > q X X X X X k X 18,000 SF Lu li x' o PROPOSED 6' PROPOSED PARKING X p CONC. SIDEWALK LOT POLE LIGHTS (TYP.) PROPOSED PROPOSED PROPOSED GRANITE 8'x2o' PARALLEL PROPOSED STREET f CURBING ALONG PROPOSED STAMPED PRIVATE PROPOSED AT GRADE PARKING SPACE TREES TO BE I PROPOSED STOP STELLA DRIVE CONCRETE SIDEWALK RIGHT OF WAY BRICK PEDESTRIAN PLANTED WITHIN X �I� PROPOSED STRIPED SIGN (TYP.) F/ -F/C (MIN. WIDTH = zz') CROSSWALK. WIDTH = io') SIDEWALK WITH 6 x6 PEDESTRIAN CROSSING__ _______ _ k GRATED OPENING - _ F/C-FC \ /� • - TRAV W Y '---- 0 o RAVELWA - - - - N o o .. PROPOSED 3-STORY PROPOSED 2-STORY $' $' a 9 o r 18 (YP.) - w o PROPOSEDS' OFFICE BUILDING FITNESS CENTER a s� N CONCRETE SIDEWALK G O 000 F 6' PLANTING STRIP T� PROPOSED 6' CONCRETE V J PROPOSED io' BRICK 32,000 SF WITH STREETTREES PROPOSED STOP w n SIDEWALK (TYP.) SIDEWALK SIGN (TYP.) > .• - 6' PLANTING STRIP — PROPOSED r - WITH STREET TREES CONCRETE SIDEWALK • i - ,- PROPOSED PARKING ADA OSNCRETE RAMP CONCRETE SIDEWALK A' , CONCRETE SIDEWALK PROPOSED 6' k 32 LOT POLE LIGHTS (TYP.) O ® zoo' i6o' } �4 °. 'sIsis > ° v TRAVELWAY ¢ FIRE LANE FOR BUILDINGS y ¢ -VPROPOSEDPROPOSEDSTOP J- - i8 m z n CONCRETE PROPOSED 5 CONCRETE W � (TYP.) LI JE T PHA E (TYP.) ISIGN (TYP.) SIDEWALK (TYP.) n Q SIGNPOYPD STOP n > N w LINE (TYP.) > SIDEWALK Q- 37 IL F- PROPOSEDSTOP a 9 LPL 41 O SIGN (TYP.) n z4(YP.) X 8' 58' 8' 8' 8' III z4' 8' 8' 8' 8' S� 8 I� - F/C-F/ - N W F/C-FK sp �. ° M a 9 PROPOSED PARKING 30 _ ( YP. LOT POLE LIGHTS (TYP.) Hill ° :E :E usl N � PROPOSED VDOT STD. CG-z � � . �ti �2 � LS �L2 •aaa aaa aaa aaa aaa �I � ZS � Q cn PROPOSED STOP N > SEEDETAILONSHEET 8 ' 10 O LI aaa aaa aaa aaa aaa Llj > ...� SIGN (TYP.) �2 - ° .e aaa aaa aaa aaa aaa aaa aaa aaa aaa a ° J \\D5 At —4 \\ 1 / 21 \\ 1 / 19 / PROPOSED STOP i` SIGN (TYP.) , > I k k � k � li '' I .-, � ' - C� (%) q-@ W z 19 hyp < � ., � �.' EMI EMI EMI �-p � a BLOCK 1A PROJECT PHASE BLOCK 1CLl) I �I LS bb Q Lu U LINE (TYP.) > F ww* �� FUTURE = = = � v _ PROPOSED PARKING I I TYP. PROPOSED 5F a o' � T P I � (TYP.) ' ' 'CONCRETE POOL &CLUBHOUSE PROPOSED STOP qq-@ -- ----- -- - - - -- - -I SIGN TYP. CTI CT CT b b ----- - .. - -- - y?� SIDEWALK (TYP.) CAI CAI CAI W LOT POLE LIGHTS (TYP.) PROPOSED S O ® ® ® ® ® 14 ® ® ® SIGN (TYP.) 24 l Baaaaeeaaaaeeaaaaeeaaa t3t�t�I� �m O 38 a T 7 1 I TRAVELWA — I I I I I I I I I I I I ____ ___ ____ ___ ____ __ ___ ___ '_____'_____ i :':` vJ _T _� _T _� _T _� _T _� _T ,. MM ul BLOCK 1A - ! ! It w a PROPOSED STOP n w. API�RTMENJT BUILQING SIGN (TYP.) a W ---- ------ •------------,--MENT_----------i------� } �. W (14 UNITS) ITS) PROPOSED STOP �' �'� `� I --I SIGN (TYP.) � 19 ¢ EXISTING CURB CUT/ENTRANCE TO BE REMOVED ° - J ... . •. O n PROPOSED STOP Lu - _ PROPOSED PARKING - I -- ---- " 2s� - - -------LOT POLE LIGHTS (TYP.) Q - I Hr - -- ----- EXISTING --- SALAMANDER STREET oSTANCE=z8o - -" SIGH DISTANCE=28o' G DISTANCE=z8o' --y ROAD) n W N d _------------- (PUBLICSIGHTD TAN�E=z8o -- (� M LLJ w �--" EXISTING 5' CONCRETE SIDEWALK------ __ SIGHT OI PROPOSEDSTOP O SIGN (TYP.) a_ O F F F - - - - - - AREA OF MILL&OVERLAY \ AAREA ° ° ° ° ° H ----- DISTANCE TO NEAREST b PER VDOT WP-z \Lu EXISTING SALAMANDER STREET INTERSECTION = z35' PROPOSED INGRESS/ \ \ g 0 w CURRENTLY UNDER CONSTRUCTION CEMETERY V Y ' EGRESS LOCATION \ OFMILL&OVERLAY SEE PLANS UNDER \ \ PER VD\\-z / JOB NO. SUB2o2800i2S \ ° 182150 \ \ GRAPHIC SC SCALE / v \ 3o a 5 0 1 „=30' BLOCK 19 BLOCK 6 \ -- \ SHEET NO. \ ( IN FEET ) 1 inch - 30 ft. 6 w w � W ci I II II I�I I I BLOCK 113 - APARTMENT BUILDING #2 (4-STORY - 66 UNITS) 12' DIP WATERLINE ------ _ _ ______PROPOSEDWITHBLOCK__ ----------- } / i6 DEVELOPMENT PLAN "-= X . . m.. . . . . m.1 . .I \ I I I I � I I �----__—_----_ \ SCOTT R. LLINSZI — — — — — I C.) Lic. No. 035791 a 7/26/21�� �SSrONAL F, I I I Illi IIII I I I I I I \ i I Y� i III I I I I I I I I I I I I I 0 \ K I I U u II m I IIIIZ w M \ I I I I o z LI _ PROPOSED 12"x8" TEE I I I /A � w z ` PROPOSED 12" DIP (z) 8" G.V. & (1)12" G.V. - - - I ---.SEMBLY TO ---- --- -- -- ------------------ _, :- ' ----------------------------71 - ------- I I BE WATERLINE - > �. LV I. - - _ it 'EASEMENT WITH BLOCK 1�°. _ .BLOCKiBDEVELOPMENTI`. w �.� �.�.�.�.�. ��.-----��"�"� �'�"� .� �� \ / 1\ PVC SAN. SWR - - - - - OPOSED WITH OCK iB DEVELOPMENT I PROPOSED FIRE HYDRANT , , PROPOSED 2" WATER ASSEMBLYw{u"x8"TEE I I METER WITH 2 ' TYPE K PROPOSED y" FIRE LINE COPPER LATERAL I I ATER LATERAL BLOCK 1B - PROPOAND 2.SED 3" 5"METE VAULT I PROPOSED 3-STORY APARTMENT ; PRLATERAL OPOSED6" OFFICE BUILDING I DI FIRE LINE BUILDING #1 I PROPOSED 60,000 SF I 8"x6" REDUCER (4-STORY - 68 UNITS) 4 1 I ' I I • I I PAR 01 Ll I '4.4- ; 2o' ACSA UTILITY j / BLOCK 1B ; EASEMENT PROPOSED WITH BLOCK iB PROPOSED FIREF } 1 I HYDRANT WITH 6' 1 , DI WATERLINE t -412- HDPE STORM SEWER ; ; 2o' DRAINAGE Q � 'I °.. �,' N PiFf/ TIE-IN PROPOSED STORM _ �� 20POSED FIRE rT SEWER SYSTEM TO EXISTING STORM PIPE - OUTFALLTO \ \ (PART OF BLOCK iB I I 8 PVC SANITARY SEWER EASEMENT / DEVELOPMENT PLAN) �, 1 I I (PART OF BLOCK iB DB.537i, PG.7o3 p ; ' / Q V DEVELOPMENT PLANS / = (D C) i--i F_ t III I Ij Y TIM tj ° ---- -11 ° I ' -1 -- - --- -- /J-- -------------------- — - -- - ---- - .. ';..�., , TIE IN LATERAL �' . � -- � - I TO EX. SAN. SWR Ul LJJ J --�--_____ _ = = = ==-_----� - - - - - - _ ----------------- -------------- -- -1-1' -- - - - - - - - - - - - - - - - - - - - - - j J 20' UTILI EASEME DB.S372, A•AR r r r wommim ���_�� — — — — — — — — - TIE-IN LATERAL — — — — — _ LLI TO EX. SAN. SWR - - - -- - - -- ----- -- - - - -- - - -_ 777I II ® ® ® ® ® ® T - rt---- J EX. 8" PVC SANITARY Lu SEWER (INSTALLED WITH PROPOSED iS" J LLI O -' 20DRAINAGE -' -' '- ' EASEMENT BLOCK iA DEVELOPMENT) J HDPE STORM �\ \ 0/ 1 SWR SYSTEM _ — —' 1 — — J — — — — L — — — — — — — — — — — — — — — — — — - -� - _ — — — — — — — — — — — — — — — — — — — — — — / ----_- ---" 537 7 3 -� - - --- -- - --------_-_- DB. 1, PG. o T T-- T- T * O / ! BLOCK 1A - ! ! I \ Q APARTMENT BUILDING_-! \ CD ---- -- ------ ----- ----- -- ------ -----------ak--- - - - - J +- J-- -------------------- O T1 �14N1TSr uI � N TTqq4 i -------- { EXISTING IRE -------- O a to HYDR NT _ - -`� w w EXI w w� G _ - ------- PROPOSED PROJECT - ---- —,—,— —, ——,—,—,—,— — —,— —�,.�"� I82150 - -- - BOUNDARY _ �rRIC SCALE S SCALE EXISTING12"D.I. j j UBLI(�° OAD \^1 WATERLINE — i 5 a 60 3 \ II 1 =30I _ ... - - - ------ -- r -_= _ _ _ - — — — — — _ — — — — — — �— — — — — — — — — — — — NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF 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 VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTI0N 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 CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF 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 SECTIONS ARE INSTALLED, ALL RESIDENTAL 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 SECTION 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 RECORDARON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECT70N SHALL BE CONDUCTED IN ACCORDANCE WITH IIII VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROA,O NOTES. GRADING 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N 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 CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE 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. PAVEMENT 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 CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACT70N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADAT70N FOR TYPE I, II, 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 COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7M PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT. • POSTS WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS lIl. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CG-12 WTEHYCDRHI°LICNCEMENT CURB GAMES ((DE°PSHi N INNCES/AEA ITHE N VOLUME YARDS( GENERAL NOTES CURB WARNING SURFACER(�n H LSWME YES) 1. THE DETECTABLE WIRING SHILL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE (HOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTIBLE WAKING SHILL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAP. DETECTABLE WASHING SIFICES. PRODUCTS HOT LISTED SHALL MEET S IDEWALK THE REGUREMENTS OF THE SFECDL PROVISION FOR CC-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AID SPECIAL WEEK SECTION FOR APPROVAL. 3. SLOPING SIDES OF CUTS NAME MAY BE POURED MONOLITHICMLY WITH RAMP FLOOR OR BY USING PLNM65BLE CONSTRUCTION JOINT WITH REQUIRED BANS, 4 4. IF RAMP MOOR 5 PRECAST, MILES MIST BE PROVIDED FOR DOWEL BASS SO B uA% THAT F T T T F HA XJONNG LMEO SIDE$ CAN BE CAB N RARE AFTER PLACEMENT 0 PRECAST RAN,P BOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 3. ENTER XONG BOTH ONES OF IRED BUMBS TRUE RAMP FLOOR, W-OEPWEOF CRAMP FLOW.CENTER TO CMINIMUM PERPENDICULAR CONCRETE COVER 1V". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN 7. CURB RAPS PIE TO BE LOCATED AS SHOWN ON THE MANS OR AS DIRECTED 12`1 No -T BV TIE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER O;I MAX l M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, A NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.ARO BROAD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,FNE PARALLEL HYDRANTS, YDRANTS DROP INLETS ETC. XCESSBLE ROUTES PROVIDE A CON71MWS UNDOSTRUCTO STWLE.FIRM AND ELF RESISTANT PATH CONNECTING AL ACCESSIBLE FRMENTS OF A FACILITY THAT CAR 6E APPROACHED, ENTERED R ^- /''( ' ARD USED BY PEDESTRIANS, Y, IMAX R. THEGIVESC MAY RE PLACED ON RP➢IM IN TANGENTIAL SECTIONSPROVIDEDSSLTHAT t2 THE CURB OPENING IS PLMO WITHIN THE LIMITS OF THE CROSSWALK AND `J THAT THE SLOPE AT THE CONNECTION OF THIS CURB OPENING IS T 12'1�A% '�� PERPENDICULAR i0 THE CURB. S. DM\ k •,A'Tf 9. TYPICAL EpdiNGKREQUIREMENTS OFF ANTF�ATED HEAVYMTIRUOK S- TRAFFIC, REFER TO STANDARD 03-13. CONN".RCIAL ENTRANCE (HEAVY E MN AT X . F HIGHER THAN TRUCK LRAFFICI FOR CONCRETE DEPTH. EDGE OF PAVEMENT O. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHAPED NEE PATH, AT X X , RARE AS TOP OF CURB THE MINIMUM WIDTH SHALE BE THE WIDTH OF THE SHORED USE PATH. 11. WHEN ONLY ONE CURB RAP IS PROVIDED FOR TWO CROSSINGS (DIMONAL), TYPE C A 4' A 4LANDING MEA SHAL BE PROVIDED TO MANEUVER A WEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' It 4' LMOING AREA MAY INCLUDE THE BETTER PAR. TRUNCATED DOME CONNECTIONS12. ALL CASES WHERE CURB NAMES INTERSECT A FUNGI BECTON OF "-T.4- C-C CURB AT ENTRANCES OR STREET CONNECTIONS NS WE DETECTABLE -y e WANNG SURFACE SHAL HAVE A FACTOR' RADIUS OR BE FIELD O O -.0. -.0. O z -HOOFED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BXK OF CLAN. - �0000 0000000 - 0 0 0 0 0 0 0 0 o O O o 7 ANONG RAP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v oo o 00000000000 o 0 o D 0 0 0 0 0 0 0 0 0 0 0 x- x m� 000000000000000 7DETECTABLE WARPING d AT BACN OF W. 9"-1.4" VARIABLE FULL WIDTH OF RAP FLOOR SEE NOTE 12. BASE OAAETER f• PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ROM AND BRIDGE TMONOS SFETEFdWEN CG 12 DETECTABLE WARNING SURFACE SHEET IOF 5 REVISBN DATE (GENERAL NOTES) O3 203.DD 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION POD CP2 NOT01 1. TINS REM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS N F CAST N PLACE, 4000 PSI F PRECAST. 3. CUM HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CRAB. 4, THE DEPTH OF CURB HAY BE REDUCED X MUCH AS 3• (IS" VERN OR INCREASED AS MUCH AS 3• (21" DEPTH)IN ORDER THAT THE BOTTOM OF CAB WILL WHOM WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE OTHERWISE TXE DEPTH IS TO BE 15" AS SHOWN. NO IDJUS�NEW N THE PRICE SO IS TO BE MADE FOR A DECEASE OR AN INCREASE N ERNE BE GO-2 5 TO W USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-T a SHOWN N IN THE SECTEM ON fS URBA°IMARBT OIARDSMINJA, ALTERNATIVE IF CURB IS EXTRUDED REFERENCE STANDARD 6" CURB ROM AM BRIDGE sTWOAMDs OS REVISION OATS SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 207 STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA770N (VAN) LOCA77ON S/DEWALK FACE OF CURB On I BUMPER - BLOCK 18' PAINT/4' PAINTED PER VDOT SPEC. STRIPE MIN. I MIN. I MIN. I (TYPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS It LOCAL/SWE REQUIREMENTS TIMING HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) R- 7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUM/NUM (PAINTED IIII {NTH GREEN LETTERS AND INTERNADONAL NHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL 6 AT LEAST FILE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE, SON SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE CG-12 NOTES COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWINP HYGRMLIC CEMENT BMW" (DEPTH IN WENS. AREA IN SOUNE YARDS) GENERAL NOTES DEETECTTAABELE REWIRED SURFACERWEA NN III viRost 1. THE DETECTABLE WINDO C SHALL BE PROVIDED BY TRINCATED DOMES EMH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR DETECTABLE WARNING SUFACES. PRODUCTS HOT LISTED SWYL MEET SIDEWALKZRMP12;11THE RETIREMENTS OF THE SPECIAL GROVISION FOR STA DETECTABLE 4BnMMMARNIAL SURFACE ARO SHAL BE SU6NTTED TO TIE STAN)MOS AND SPECIAL OSGN SECTION FOR ARUIL PRO3. SLOPING SIDES OF CURB RARE MAY WE FIGURED MONOLITKICALY WITH RAMPFLOOR OR BY USING PERNISSBLE CONSTRUCTION JOINT WITH REQUIRED BAS. 4. IF AT A FLOOR IS PRECAST HOLES MIST BE PROVIDER FOR ROWEL BARB SO OFTHAT ST RAI G FLARED SIDES 7 C BE CAST N ACME AFTER PLACEMENT OFMA( PRECAST RAIAP FOUR. PHfCASi CONCRETE SHALL BE CLASS A-4, TYPE A 5. WINNNSIDESAROF THE RMIPPBE FLOOR,MO-DPLUMED VTAH OF RAMP FLLOOR.CMl1UMKONG PERPENDICULAR CONCRETE COVER 1%". S. CURB / CURB AND GUTTER SLOPE TRANSITNNS ADJMENT TO CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB / CUM AND GUTTER. 5'AN 7. COMB RAMPS WE TO BE LOCATED AS SHOWN ON THE MANS OR AS DIRECTED BY THE ENGINEER. THEY IRE TO BE PROVIDED AT INTERSECTIONS WHEREVER 1p�RAy AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON FILMS OR M DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS. ETC. XCESSBLE ROUTES PROVIDE A CONTINUOUS PARALLELUNDE XCESSIB ETELEMENTSE OF FACILITYAID PTHATRESISTANT BEPATH APPROACHED, ENTEREDING ALL 'yR �.A N ZY ZNN'R'G✓','AiV',2f'ry' AND USED BY PEDESTRINS. A'rI; 'WZ p rNA �1�J B. RAIDS NAY BE PLMEO 01I RADII IN rW(ENTS SECTIONS PROVIDED THATWAX THE CURB OPENING IS PLACED WITHIN THE LIMITS Di THE CROSSWALK AND MA% THAT THE SLOPE AT THE CONNECTION 6 THE CURB OPENING 5 T 1� m PERPEIDICULM TO THE CURB. SNgR\ M( ,-KTA• L. OCOL bDA°NTERiHE EORINCXFEQIIIREAIENT50ONTICIPATESWIIEAVYMTAI)tl NOT 11-- TRAFFIC REFER TO STANDARD OG-13. COMM".RCML ENTRANCE (HEAT 4' 0H AT X , 2" HIGHER THAN TRUCK TRm,rKG FOR CONCRETE DEPTH. T EDGE OF PAVEMENT O. WHEN CURB RAIDS ARE USED IN CONJUNCTION WITH A BRANDS IISE PATH, \ AT X)K . SAME AS TOP OF CURB THE MINIMUM WIDTH SHAL BE THE WIDTH OF THE SHRED USE PATH. 11. WHEN ONLY ONE CURB RAID IS PROVIDED FOR TWO CROSSINGS (URINAL), TYPE C A 4' • 4' LANDING AREA SHAL BE PROVIDED TO MMEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT DONNE INTO THE TRAVELWAY. THIS 4' a 4' LANCING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAPS INTERSECT A RMA. MOTION OF TRUNCATED DONE CURB AT ENTRANCES ASTREET CONNECTIONS THE DETECTABLE .6-2.4- C-G WANSURFACE WANING SFACE SHALLFACTORY L HAVE A RADIUS OR BE FIELD O O O O O -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO LATCH THE BXK OF CURB. A O O O 0 0 0 0 O 0 O O 111 0 00000 0000000 7 LMONC RASP + b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 000 000000000000 IN 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 IR O O O O O O O O O O O O 00 O x-xF T - o00000000000000 TE DETECTWLE WARNING ;i AT BMA( OF CURB 0.9"-1.4" I VABARE F0.L WIDTH OF RAP FLOOR I ME NOTE 12. BASE DIMET R PAY UNITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VDOT SPECIFICATION ROAD AND MIME STANDARDSCG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET tOF 3 REVISION DATE (GENERAL NOTES) 105 20305 1 O7/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 WEST NOTES: L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS M IF CAST N PLACE, 4WD PS IF PRECAST. 3. CO9INXXH CURB M GUTTER HAVING A RADIUS OF NO FEET OR LESS (ALONG FADE OF CURB) SMALL BE PAD FOR AS RMIM COMBINATION CURB M GUTTER. 4. FOR USE WITH STANLMED OPEN-ORXED ORANXE LAYER, THE BOTTOM OF THE GAS It SITTER OF w®A'£°COWSES MOMTO THE DEPTTO H OF THE PAVEMENT. B. MLOWMLE CRITERIA FOR THE USE OF CI IS, ON ROADWAY CLASSIFICATION AND DEMON SPEED M SHOWN N APPENDIX A OF R WE READ DESIGN MANUAL IN THE SECTION ON CS ARM STANDARDS. D Y'W A THIS MEA MAY BE CONCRETE AT THE CFI OF THE CONTRACTOR ERENIS COMBINATION 6" CURB AND GUTTER ROM AND GROW STANDARDS OO REVISION DATE SHEET I OF I 5pT VIRCINA DEPARTMENT OF TRINSPORTATIW 20 3 -12"- REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE 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 GALVANIZED "U" CHANNEL POST oN 0 0 ow m� o - 0 Of II VDOT A3 GENERAL N n CONCRETE ow 0 o TOPSOIL AND SEED J g .. - ° - /�/ . /��/ 4•' IN. 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 2" SM-9.5--� SURFACE COURSE 4" BM-25 - INTERMEDIATE COURSE 6" 21-A - BASE COURSE G-GU WIDTH I.l A� WIDTH OF ENTRANCE SIX,, O EXPARBION JOINT N EXISTING OR PROPOSED AC / - SIDEWALK OR SIDEWK SPACE GAS INCLUDED IN = w EXPANSION .DINT ENTRANCE CUTTER u O, w VI FLOW LINE g MG ENTRANCE WDTH EXPANSION JOINT DESIRABLE MINIMUM W' ABSOLUTE MINIMUM IT EDGE OF PAVEMENT e� T I LINTS OF PEDESTRIAN ® - w" ® LINITS OF N OESTRU X SS RWTE ACCESS ROUTE UNPAVED SPACE -TRAVERSABLE UNPAVED SPACE WIDTH DP Nr RI NW -TRAVERSABLE LIMITS OF PEDESTR CE58 ROUTE LESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE rnl,M l RIGHT-OF-WAY IS M RED F THE LIMITS LF POESTNW ACCESS RWTE EXTEND SEVOM EXETNG 1`.. OR PROPOSE° V00T RIGxT-OF W 15" e. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTIMNWS - UNOBSTRUCTED. STABLE, FIRM AND SUP RESSTMT .I;,C. -M PATH CONNECTING ALE G L ACCESSIBLE EMBMTS OF A HALF PLAN T I LINTS OF PEDESTRIAN ® - w" ® LINITS OF N OESTRU X SS RWTE ACCESS ROUTE UNPAVED SPACE -TRAVERSABLE UNPAVED SPACE WIDTH DP Nr RI NW -TRAVERSABLE LIMITS OF PEDESTR CE58 ROUTE LESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE rnl,M l RIGHT-OF-WAY IS M RED F THE LIMITS LF POESTNW ACCESS RWTE EXTEND SEVOM EXETNG 1`.. OR PROPOSE° V00T RIGxT-OF W 15" e. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTIMNWS - UNOBSTRUCTED. STABLE, FIRM AND SUP RESSTMT .I;,C. -M PATH CONNECTING ALE G L ACCESSIBLE EMBMTS OF A HALF PLAN FACILITY THAT CAR BE APPROACHED, ENTERED AND) e. •N. e. USED BY PEDESTRIAE. W P PEDESTRIAN XCESS ROUTES ®IRE BEND -B-B REDUFED WITH A MAY. 2X CAMS SSLOPE. B SECTION WHEN USED IN CONJUNCTION WITH STANDARD UNPAVED SIDEWAK SPACE CGS] OR CC-T, THE CURB ADJU FACACE ON THE STANDARD IS TO BE SiWATCH AO,B PMMOLIC THE MOUNTABLE CURB CONFIGURATION Z•-p1 'M. WgvE M ® ® i. NORMAL CUTTER ® __ -kxW .e .p, '•M• • e. IF .......... q P4-^e•g4n:gY49e Sd4 44e- XEOY TO OAN Y CHARGE .e. e. .e. 46 44040: 0 G. MORIN; BARE aAss As (LEs.)cDNc. SECTION C-C TYPE IS 2E 21B I. -D POINT OF GRACE OIWGE FOR CURB AO GUTTER OILY W X X 12 Y MAXIMUM BEREAVE N MOPE AT MINIMUM TO NTERVA5 j; FOR 50EWALK CURB MD GUTTER • X X 3 Y MAXIMUM DECREASE IN SLOPE FOR FIRST , .'e•, 'e• BUILT IONCDPoiE MUM 10RVA RY B % MMMJM DECREASE FOR SUCCEEDING MINIMUM 10' INIERVAS A- SECTION A -A SECTION D-D DOIDGE STANDARD ENTRANCE GUTTER SPECIFICATION AEFEREO RAID AR`B AROMAS SHEET 1 OF 1 I REVISION DATE O02 203.OJ /1 075 VIRGINIA DEPARTMENT OF TRAJBPORTATON RE I A-g (RACES TO BE AS 1 1 XX STREET APPROACH SAME SURFACING AS HAIRLINE ROADWAY (SEE NOTE 61 SHOWN ON PLACID S C C 1 RADIUS To BE AS / RADIAL COMBINATION SHOWN ON MANS) CURB AND GUTTER /R CG-6 IMFP NOTE 7) AI SIDEWAK Ie„ (SEE NOTE 2) I r OPTOMAL 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 "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION . AI PLAN VIEW MALIRE ROADWAY SLOPE 10'PMABWO WIVE T. OPTOW FLLOW°LNE� WY NM. MOPE ONANFE YNLINE ROADWAY --------- BY MAR. ® - D MORE GRAIN I o WE �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��111111111111111111111111111! ASPHALT PAVING - PARKING SPACES NO SCALE (5' MIN.) 4" CONC. 3000 psi MIN. Mg 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TOP OF 4"2" R CURB „ .:.'..j 13 . • ... RIW ua_:.• ' 6•P MIN 6'WHITELANE ETRBNG WENUIS (mx[uxI WR,TE.T.s�EET EE. oM. 4'WHITE UNE 6"WHITE STRIPING 6• �lo<RBNxN"`" Pp"v[Luxq RIDING .O LPNE M 6"WHITE LANE q'WHITEL,SNE STRIPING TRIPING 8. ®INK- L Rwwv[::.•eEI B ' FlC-FC STANDARD CG-6 #BASE 6UNDER OB• KW-R STONE CURB TYPICAL STREET SECTION - PRIVATE R/fr DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR IIIII! LANE) BACKFILLING. 195 MPH DESIGN spzzlo ALONG MARKING TO BE PROVIDED WITH BROWNOUTS /NOT TO SCALE) 5'MIN.� COLLERDAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A cLAss A3 / .c, w 'Y• •N. •M. L -ii CONCRETE SECTION C-C GENERAL NOTES 1. WHEN CO-M 15 (EEO FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN XWRDANCE WITH AASHTO POLICY AND ME APPLICABLE RETIREMENTS OF THE VINT ROAD DESIGN MMHUM. INCLUDING SENT DISTANCE REQUIREMENTS. Y. WEN THE ENTRANCE RAW CANNOT ACCOMMODATE THE TURNING REOUREMOUS OF ANTICIPATED HEAVY TRUCK TRWFIC. THE DEPTH FOR SIDEWALK M CURB RAPS WITHIN THE LINTS OF THE RAWSHOLD BE INCREASED TO 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR W-7 THE CURB FACE ON THIS STANDARD 6 TO BE ADJUSTED TO MATCH FIRE MOUNTABLE CURB WN1GIlMTNN. 4. SEE STANDARD CO-12 FOR CURB RASP DESIGN TO BE USED MGM THIS !STANDARD. 5. CPTIONAL MOWLIIE MAY REGUIRE WARPING OF A PM OF OFFER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES B. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A ROW LIRE IS MOORED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MMNLFE PAVEMENT BRAD. BE CONSTRUCTED TO THE Rm LINE (ME" ANY SUBGRADE STABILIZATION REWRED FOR MARINE PAVEMENT WIN N CAN BE OMITTED N ME ENTRANCE.) a. RADIAL CURB OR COMBINATION CURB AND CURER SHALL HOT BE CONSTRUCTED BEYOND THE W W LINE EXCEPT FOR REPLACEMENT PURPOSES, 9. THE DESIRABLE AND MAXIMUM ENTRANCE OWE CHANGES D" ME LISTED IN AXE ALOWNKE ENTRANCE GRACE TABLE. THESE VALUES ME NOT APPLICABLE TO STREET WNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADECHARGE D" DMEABE I MAXLER HIGH I MORE THAN IND VIM OTT 1 3Y MEDIUM 1 500-1500 AD 93Y I BY Low I LESS THAN OOD VPD 16Y TY MITE, NIL.. Fr1. GRILE TABLE IS HOT MPPLC.MDLE TO STREET CONNECTIONS CONNECTION FOR STREET INTERSECTIONS ELEVATION VIEW 1MAORAX DIVISION GRABEN MANUFACTURING, INC. EEVDRNE WAUNAK,VIK6695B7 RMaA°�ULBMkNNTNRXM ,ALE9 CON CHECK DESIRED MOUNT O �RAX) �3X8%LS'THICK zEA. s6^SQ. HOLE Tm. 6 4 �IADBOLT CONCRETE ❑ IN GROUND MOUNT (IG) ❑ SURFACE FLANGE MOUNT (SF) SECTION VIEWS ACCEPTABLE PRODUCT: UXI90-102 BOI DESCRIFTION:'U'BIIiE RACK 2 BIKE, SURFACE OR IN GROUND MOUNT DATE: 8&14 ENG: SMC CONFIWNTPL DRIVING AND INFORMATION W NOT TO BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF ANSI MANUFACTURIMG. WE SPECIFICATIONS ARE SUBJECT TO GRANGE WITHOUT NOTICE, =14GWERM UFACTMIW,INC.AILPROPRIETARYRIGHTSRESERVED. GI :, 6"WHITELANE wM - STRIPING `P"h FORFIREETTREI 4kEk Wlr 0HOLE TYP. 12 UT y,.cc2� IAA BOLT CONCRETE O SURFACE GUSSET MOUNT( SG) UPCHARGE NOTES I. INSTALBI%ERACKSX UWTOMMUFXTURERSSPECIFICATON6. 2, CONSULTAWTOSBLDL%FVCHOSH.SEMUFACTURERSSPEGIRCATIWS. S. SEESITEPLARNM NSLTOWNER Hy Lic. No. 035791,E 7/26/21 44 0 .s, ~ti s G S 11 I E 0 _ VIAL Z O J E Ln Z O Z Z J O a Z w Ee I W ce N Q N ED N n L9TT V/ d M N z L� M Q C:)w W� N ~ Q W > J W Q .® J I� w z LT_j O w Q V U Lu W I �Z o Y U z LU O ~ MJ � W J Z Lu J I F-4 i � � 1 J ~ O O rE< (D O O O N U w J F o w d (Fl JOB NO. 182150 SCALE AS SHOWN SHEET NO. 8 � PRE- AND POST -DEVELOPMENT SUBAREA AND OUTFACE SUMMARIES I 11 \ F r Pre-Dev. Subarea Post-Dev. Subarea Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 O �� Point of Interest Point of Interest Channel Protection Compliance Limits of Analysis for Channel Protection Flood Protection Compliance Limits of Analysis for Flood Protection \ SCOTT R. LLINSZ � \ 1\\/-----��� ��_� � — \ ® ( ) ( ) P Y � p � Y � � \I\I / THIS PORTIONOF-STELLA LANE I j�� \\�\ \ - ` \ ® L� Lic. NO. 035791 f� II I I IIII `I A TREATEDllNDER WPO 201800086.THIS --��v\\\\\ - �_� - - �• �� �� / iAp ® \� 1 I PLAN IS CURRENTLY UNDER REVIEW AND. / - _ / 7 26 21 I 1 III I I 'IIIII\\ \/ , NO MODIFICATIONS) PROPOSED TO --\ \�\�\�\ , ® \/ � / \ ���� /'� TH[S AREA &ITS TREATMENT. ���\�� \ \ _ _ - //�'/'/,�%S ® 1 1 R&CES SEA5A7 \ \- / / // / t �\ - \\� �\ \��\ - — —, -- ® J \ \ \ \ \ \ \ \ \\ 1 I \ / / \;.\ SSIONAL E G PROPOSED CONCENTRATED OUTFALL #2 TO®® ��� I \\ v 1 I v v� I I I ' i �► 4J / \ / vv y -���� 10# ✓ � I � �I I I � � ��� �.� / \ 100' OF OLF w A�LEV.-1.5 /�� 1so' of CONC. Flaw w/ A ELEv.=2' / ® / 1 I I I THIS AREA (BLOCK 48) RECEIVES S ORMW�ER 425 OF CHANN L FLOW / "� O J QUANTITY) APPROVED W PO 201800051. NO MODIFICATIONS ARE PROPOSED TO THIS AREA & ITS / �I 'I� �I ,�/�,� �ti \A\ I PROPOSED �� �' II I \ v� _ STORMWATER QUANTITY TREATMENT. THE A "� � / 1 I WATER QUALITY TREATMENT WILL BE SLIGHTLY / \\ \ 1 �� -� �- ♦ - I I �� ��� , �V III IMPACTED WITH THE REMOVAL OF LS-1 V� / / i Z I \ J J \ PRE-DEV. N OF -PROPOSED / WET PO .•. \ \\ --� "\ \ /� �i 1 ` c SUBAREA B ET POD B' TQ RERLACE ;/ ^ J I I ( \ / //\\ u O Q \ I I I \ \ \ \ \ \ \ \ CNO 60 \ \ U T S7-4Q \ \ \ tttiii �y ♦ \ �/ _/� ��� / I PROPOSED EXPANSI� / / I I I V I I I ♦♦♦ \I �// THE APPROVED LIM[ �/ ^� ♦ APPR ED//♦- / �� ® I ® DISTURBANCE UNDEji / ' / / _ 201ST-700037 1 .. IIII( �11� W __III A — I , 1 i / DIVERSION / .` .. p�N_PRBPOSES�RE MEND /' II I IIIIII IIII /� j / '�\// I ® \ \\ \ THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE / / III I I i I «�` 7 411111 _ _ _ _ _ _ _ _ _ FOR THE FUTURE DEVELOPMENT I I II,I�-I�+III I / / / / `, ®� \�� \, ® \ TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER \\ i II I I' IIII I / ' �/ ®`, ® STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL jet �.�F�41E�OWN CENTER. I / / / / / ® o ROADS, BUT EXCLUDES BLOCKS 8A, 8B & 4A SINCE THESE AREAS // ® ® \'�, PRECEIVE LANS. THI5T35. 8U cu LIMITS OF DISTURBANCE BOUNDARY DARYMP r" \ J I IIII III `� \ ' I \ \ ® L DEFINES THE VRRM BOUNDARY FOR WATER QUALITY II \ ¢¢ — — �— \ \ \ \ i \ \ \ \ REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE / -�� \\\ \ \ \`...®®\®�\\ / \ ® \TOWNIA�IMI RIP BLOCK 5 & SALAMANDER STREET). ;TUkRB 44 454 _ V � _-_-_-_-_- �_-_-_-_-- - \ \ �� 7�37L� �\\�#1�� CD _ T-- � � I� v l ll I; a 950' OF100' OFFOLF w� A ELEV. 110. A I IIII \�� A� .r.. O� ( ' ®..... P S\\\\\ �/ / II � �� IIII I I 11 I I 1 I O � 400' OF CHANNEL FLOW DOWN THE EMBANKMENT I v. I C����\��� \ �' l I• —__ v �. �� I IIII 1 . I N � vti oz I - 516.25 ec� �� ��_III , �� IIII III�II� I��II�I�� ��►® ®® I .I I p SOUTHERN & WESTERN PERIMETERS CN=60 I ® ® ��� I 11 AWN I" OF SUBAREAS A &BARE DEFINED Tc 0.41 hrs. I I I I v �°�� IIII 1�1� ♦ ®© VII BY APPROVED WP0201900004.III��':�®® •� ®®�",� AAvvv v v ����/� �II�i �I��111 II II IIIIII I IIIII I���� \ �� C'7 1 I I 11 \ VA III V� V �♦ \V I / ��� v 1/ A vv / �� I I II _ �� — — , A :� / ��\V / i IIII I v M 1�� w w w w w z I III I I I II \1 \ T (BLOCK 4A) RECEIVES QUALITY TREATMENT UNDER �� ppp NO -. .....-. ..... ® �J / r I �� _ � � �� �P NOVE / 6 _ ®® \ J� z APPROVED WPO 201800051. NO MODIFICATIONS h 3� a.. ARE PROPOSED TO THIS AREA & ITS \ b I ) P^ ® A IIIII \\I III I*el O IIII \ 1 1 \ STORMWATER QUANTITY TREATMENT. THE 3 rn� _-1Ai - _- ®® I u) �\ \\ \a._ r V WATER QUALITY TREATMENT WILL BE SLIGHTLY - '� ® PR E TY IMPACTED WITH THE REMOVAL OF LS-11. TYP. II hA�A� II III II��II I II III I /% l P6�4 v_ I z IIII IIII II ✓� III \ \ ■ I I I / 1 I / �v / I l �/ \\ \ �94 / I I� I IJ� 1 \'� V ®© � v V (/ / A o A �, / I \��� A/�� Q ICI) A I�I I till �� v ��\\\\� > � I� \ SIDp�S� FYp, P V� _� A:, ., I ® ®��, / )))i:: V RVE�D STE��'' O a / �L �� i _ � Q Q LO(�5T P.�yv \ 0 �` \\\ \;::. / 1 ::.:::::..::� Z III IIII I v • - / / / / / �\ \ 1 / / / j /� l l \ \ \ \ \w \v v� �wv a / 11 I / � I II I�I V\� v �\ N� `vA�� ®® \� \ ®�I 'm ���— Lij L IIII \ ®® _\ \ _, _ LLJ THIS AREA (BLOCK 8A) RECEIVES STORM WATER /� *�\ \ yy QUANTITY AND QUALITY TREATMENT UNDER / / \ \ I\ �� \ '� I I I \\ \ \ \ \\ \\ \\ \\\\ ® -` �C ®®® r O APPROVED WPO 201900004 NO MODIFICATIONS / / / \\ r�\ I I \ \ \ I I I I / / \ \ \\ \ \\.. ®® �- 1 \\ 11 i✓ STORM WATER QUANTITY TREATMENT. THE \ \/1 _ \ • �[ / \ \ 1 \ \ ® 000 0 () , WATER QUALITY TREATMENT WILL BE SLIGHTLY®� L. 4 0 V IMPACTED WITH THE REMOVAL OF LS-11. / 40S ' \ I I I \ \ \� \\ \ \ \ n iii 'I \ \ / �- EI Q vvv //j . e� I (I I (1 1 V� %/ w v ®®® �. / w v A \� / / L I '� � — �� �/ / / ` ': �I I � \ \ V\ � ..� // -�v�v � / � / � l � � I 1\ y� I �, � I \\, � � � \ � o \�\\1��IIIIII I1 ��I vv� _ 1, �� �w�� _��_�_�//i =—______� U THIS AREA (BLOCK 8B) RECEIVES \ \\\\ IIIII \\ \ O SQTORMWATER QUANTITY AND �� / / �� I \ \�A �,� /� APPROVED WPO 201800060�N0 - / / •......... A \ \ \ / �,/ / --� V \ \ / /� Z \ 1\\\ \\I I 4,. \\\\ TO THIS AREA &ITS TREATMENT. \ _f \� \\ w 1\ \\\ \\ 00 — \ \\ MODIFICATIONS ARE PROPOSED / / / \ \ \� —_ / / / \ \\ \ / / ® _ j \\ \ \ _��/ O �I 111 1V I v III ,���- � IIII I II 11 I A v �4° / /�� �/ �� _ vv , % vv — v v�A v _ vvV�// ®® / � Lu o / �' / / 1 I v I I I v g \ ZwJJ LILJ � z LIJ -- � F— �I- , I a �_ _ — �� _ PRE -DEVELOPMENT SWM NOTES: W LJ_J �� / 1. APPROVED POND 4 PROVIDES SWM TREATMENT FOR BOTH THE TOWN �37ii 1 / ��//� CENTER (CONCEPTUALLY SHOWN ON THE NEXT SHEET) AND THE APPROVED �' o BLOCK 5 & SALAMANDER STREET SHOWN ON THIS SHEET WPO 201800050 . Q c� 2. APPROVED 'POND 4' WAS OVER DESIGNED FOR ITS WATERSHED (WHICH INCLUDES BLOCK 5 & SALAMANDER STREET) SO THAT IT COULD ALLOW FOR CCD D I I \ \ FUTURE DEVELOPMENT TO DRAIN TO IT. THIS PLAN SIMPLY CONFIRMS CV APPROVED 'POND 4' CAN ADEQUATELY HANDLE THE ADDITIONAL FUTURE TOWN CENTER CONCEPTUALLY SHOWN ON THE NEXT SHEET. w '�� I / 3. BECAUSE APPROVED 'POND 4' TREATS THE FUTURE TOWN CENTER BLOCK 5 & III I1 /I 1 I \ ��•�J F, r \ _ / / \\ ;�% U III\ V I III \ / / / / SALAMANDER STREET, THERE ARE NO PRE -DEVELOPMENT IMPERVIOUS AREAS LU r I \\�U/II/Ii I I \\ \\\\ M -\ / / / DRAINING TO APPROVED'POND 4' IN THIS PLAN's PRE -DEVELOPMENT 0LU JI I\ \\ \\ • • . — — \ / ANALYSIS. THE IMPERVIOUS AREAS SHOWN ON THIS SHEET DEPICT THE `n JOB NO. _ APPROVED PLANS, BUT ARE CONSERVATIVELY NOT TABULATED IN THE V \ // / PRE -DEVELOPMENT ANALYSIS OF SUBAREAS A & B. SUBAREAS A & B WERE 182150 ANALYZED WITH A 25% WOODS & 75% GRASS LAND COVER TO REFLECT % I _ PRE -CONSTRUCTION GROUND COVERS. SCALE 1„_120' 4. SUBAREAS A & B WERE USED IN THIS PLAN s CHANNEL &FLOOD PROTECTION - J 1 1 Section 6.3.a (Energy Balance) N/A (Energy Balance Satisfied) Section C.2.a (10-yr Peak Flow is Confined within pond) Section C.3.c (Outfalls to mapped Floodplain) 2 2 Section B.3.a (Energy Balance) N/A (Energy Balance Satisfied) Section C.2.b (10-yr. Post Flow < Pre Flow) N/A (10-yr. Post Flow < Pre Flow Satisified) � OI-11 EVE PL S READER (LS;kl) ORIGINALLY APP ,ROVED UNDER PO 201700037.SND REVISED WITH 201800013. �\ ANALYSES FOR THE FUTURE TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER STREET. SHEET NO. 9 STORMWATER MANAGEMENT NARRATIVE: OVERVIEW: 1H Q F� ®® THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS �-s \ \\ \ ,�e// ( I I I �\ I / \ \ PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJECT'S PROPOSED AND FUTURE IMPROVEMENTS. �A - �� THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWIM REQUIREMENTS. / ' O SCOTT R. LLINS� \\\ - THIS PLAN MEETS TWO PRIMARY OBJECTIVES. THIS PLAN PROPOSES TO PROVIDE STORMWATER \\ \ I I IIII ,e __oN OF-STeLLA LaNE I �-` _� _ NOTE: HIS lA OUT I FOR MASTER PLANNING O THE STORMW TE \ ® '\� ® / I I ( \ \ \ \1\ \ I \ QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, AS WELL %� U Lic. No. 035791 I I I TREATED UNDER wP0 zolsoaoae. THIS - ✓//// _-ram\�� \� MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR \ \\ \ \ / 1 ) /1/ I I I m PLAN IS CURRENTLY UNDER REVIEW AND = - \� GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY \ I \ I I I / / // / I 1 \ I I AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN p� 7�26�21 ty� III I I II I� NO MODIFICATIONS ARE PROPOSED To\\ �� \\\ / ® / \ 1 I I ( / 1 \ / \ \ CONSTRUCTED. AT THE TIME OF LS-11 s APPROVAL, THE FINAL LAYOUT OF BROOKHILL WAS p THIS AREA & ITS TREATMENT. _ - \\\\ \\\\ ADOPTED GRADING ORDINANCE, AS PART OF 18.4.3.3 OF THE COUNTY ZONING ® _"� RO SE SWM \ (\) (\ ( \ \ UNCERTAIN. HOWEVER NOW THAT IT IS MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE ��' Z ORDINANCE _ ' - ® &CES� EA51 \ \ \ \ \ \\ \ \ \ \ \ I \ PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWIM FACILITIES, ITS NEED HAS ONAL F'�G \\ \\ \ -\ -�� ---- - /_ -- ® U \ \\ \ \ \ \ DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF \\�\� - - - a \ l \ \\\ \\ \ \ \ �MAPPED FLg9DPL I� ® l� 1 ` \ \ \ \\ \\ l 1 1 FROM I PERENNIAL STREAM IS NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND /TYP. ® \ \ \ \ \ \ \ \\ WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. WATER QUALITY SUMMARY \� \ \ \ \ \ \\\\\ IT IS ENVISIONED THAT THE FUTURE TOWN CENTER, WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN, _�_ POSED C D -- ==--z�,-- - - ® - �: \ \ \ \ \ I I WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs r THIS PHOSPHOROUS IL 1 � 1 \ \�\ I (- J\\ r �■ �� cQ\�> \�-� ` -__-: ��OF LL.7�2' -I#2 Q /Y . I I 1 \ �-. \ III - `� \ J✓ _ \ ®® -.�„ '; ` \\ \ \ \ \ \ \ \ \ \\�� \ \ LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES. THE APPROVED POND 4 AND ITS LEVEL SPREADER HAVE BEEN EVALUATED WITH THIS OVER CURRENT/CONCEPTUAL TOWN CENTER AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER \\\\ \ ® WILL REMOVE 25.70 Ibs/yr OF PHOSPHOROUS. ALSO, ANEW LEVEL II 'WET POND B' WILL REMOVE AN ® ® A ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 II IIII% / /�� \ / II ■ ■ I - - - li` _ - ��� �' �� ®� -\ : �` Ibs/yr (25.70+8.53 29.94). / III A I � �- � � � I I IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL 20' OF AN w/ A ELEV.-4' -fir/ 20' OF CHANNEL FLOW DOWN e l \� \ \ / / / PHOSPHOROUS REMOVAL FROM THE ELIMINATION H THE LEVEL SPREADER, LS-11. PER THE I ' THE EMBANKMENT J_ ) / ®' APPROVED WPO PLANS ANALYZING LS-11, A PHOSPHOROUS DEFICIT OF 2.21 Ibs/yr. IS GENERATED n� �\ \ \ \\ ® z IIII I II- \ \ \ ��--,- - \ \\ I / ���\ / \ FROM THE REMOVAL OF LEVEL SPREADER LS-11. �\ I THIS AREA (BLOCKUALITY TREATMENT UNDER RECEIVES STORMWATER \ \1 II - \\ \ ,® \ I / ( O J r I I I QUANTITY wao 201800051.TOTNO MODIFICATION. � II � I / - \ \'. � / ` � � 1 '� IN TOTAL, THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08 � � k - / ARE PROPOSED TO THIS AREA &ITS _ A z ` --�' -" �, \ a III / / � \ � Ibs/yr PHOSPHOROUS (4.29 2.21). THIS 2.08 Ibs/yr PHOSPHOROUS CREDIT WILL BE APPLIED TO � a' .. STORMWATER QUANTITY TREATMENT. THE _ I 1 BLOCKS 9 11 CURRENTLY UNDER REVIEW (WP0201800086), WHERE ITS BLOCK 11 IS LOCATED U1 00 00 IMPACTED WITH THE REMOVAL OF LS-11. �� - -.,� , ) ® / / / IIII \ IMMEDIATELY ADJACENT TO THIS PLAN's WET POND T'. 0 M WATER QUALITY TREATMENT WILL I SLGHTLY ` / (I / ly {\ WATER QUANTITY SUMMARY O Q N11<\I` THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE H I \ \\\ \\, \ \ ATTENUATION IN WET PONDS. APPROVED 'POND W TREATS SUBAREA'A' AND'WET POND B' TREATS Z "\�� SUBAREA'B'. BOTH SWIM FACILITIES HAVE CONCENTRATED OUTFALLS, WHICH ESTABLISHES THE W PROPOSED EXPANSival \ \e %\\\\\ POINTS OF INTEREST (POI). APPROVED 'POND 4' DRAINS TO POI #1 AND 'WET POND B' DRAINS TO POI I �rHe,ApPROVED� #2. CHANNEL PROTECTION COMPLIANCE IS MET FOR POI #1 & POI #2 VIA 9VAC25-870-66, �/ �/� _ . • ® ® DISTURBANCE UNnP�\ \ \ �N -V I �1 MET VIA 9VAC25-870-66, SUBSECTION C.2.a WITH A LIMITS OF ANALYSIS SET BY SUBSECTION C.3.c / SUBSECTION B.3.a (i.e. THE ENERGY BALANCE CALCULATIONS). FLOOD PROTECTION FOR POI #1 IS J M DM N �2 / 20ll0003J A d - II �� �' \ /� ®,I I I (i.e. APPROVED POND 4 CONTAINS THE 10-YEAR DESIGN STORM AND ADEQUATELY RELEASES THE Uj Qp VIV / \�A� `�®_ RUNOFF THROUGH MANMADE PIPES & RIPRAP TO A MAPPED FLOODPLAIN). FLOOD PROTECTION FOR I POI #2 IS MET VIA 9VAC25-870-66, SUBSECTION C.2.b (i.e. WET POND B RELEASES A 10-yr do NOTE: POST- DEVELOPMENT FLOW LESS THAN THE RE -DEVELOPMENT FL ® A I Inc uMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE 10-yr P OW). ® ® \I TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER PO 0 STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL FROM A STORMWATER QUANTITY STANDPOINT, THE REMOVAL OF LEVEL SPREADER LS-11 DOES NOT I I -. .. .. ... .. .. .... _,,., ., ... . ... - ,-.:: , , ,...,- ' � - ,-. _ --- d _-_ • ■ ~- x I I'I I I I' ;� �� �_ /�, \ O - 1 , 0 \ROADS, BUT EXCLUDES BLOCKS SA, Be & 4A SINCE THESE AREAS IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS-11. CHANNEL AND FLOOD PROTECTION \I - ® RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP I I I ks5 A r ,r'� -:: _ _ .:. I I I I I II I --_ ��- ® ® \'' PLANS. THIS 35.98 as LIMITS OF DISTURBANCE BOUNDARY COMPLIANCE FOR LS-11'S AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN I , , I III IIII, + \ DEFINES THE VRRM BOUNDARY FOR WATER QUALITY THE APPROVED WPO PLANS. IN ACCORDANCE WITH THE MOST RECENT APPROVED WPO 201900004's ® \REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE SHEET C-901, CHANNEL PROTECTION IS MET FOR LS-11's AREA (POI-11) VIA 9VAC25-870-66, SECTION 70wry CENTER, BLOCKS &SALAMANDER STREET). B.3.a (i.e. THE ENERGY BALANCE CALCULATION) AND FLOOD PROTECTION IS MET VIA 9VAC25-870-66, -_., .. .. ,,. \ . -.., c4 ■ -®-- -r ---� -- --® --- x ---r \ \\ --„_ \ \. c� \ i ® '\ ' �,, \ \ \ \ _- SECTIONS C.1 & C.3.c (i.e. RUNOFF IS ADEQUATELY CONVEYED THROUGH THE STORM SEWER a®\` / \ TP? RbwP / NETWORK TO A MAPPED FLOODPLAIN). THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY ---_- I \ ® UR '"F' Q \ \\ REQUIREMENTS, ASSOCIATED WITH THE REMOVAL OF LS-11 . 5�604 ac. - - _ -� ���� ®® I ® �\700037 \7ryDM�\#i VA ]CHANGES,CD _ _ _ \ ES, OR ADDITIONAL 11\ ✓ ;.�/ / 1 / /� \ .. <5 '? TC C0.10 hrs. • F _\1 I_ \ O / ® \. WETTMP DS, \\ / f I � \ - �� I I I l I I r I • l� .. \ I I I.___ • ..I l\OSTREAM, \\� �D ■ III I ,.. )IIj III • � �� � �����®®®� P�w �� III oz �� III I V / // � � -, � I . �► �. `v I �Illl�i I � � \� � ® v , _ � / � ��I II III �1 II I I 1\\� \ OF SUBAREAS A &BARE DEFINED - _ I® ®® V SOUTHERN&WESTERN PERIMETERS �V II I \I �� - - -- / �� IIIII � • \vvv�� ti ��/ ��II II IIII I I\ \ rn \ Y $ \ \ \ _ BY APPROVED WPO 201900004. - - - 100' OF OLF w ELEV.=22'/ n 1 } 145' OF CHANNEL FLOW DOWN I rn.,+ \\ • \ ® THE EMBANKMEN L9 r I 1 A\ \ \ 0 III III\V I // ��'� cyi - I 1 1 I \STORMWATER \ THIS AREA (BLOCK 4A) RECEIVES \� 1 _� I111I�1\\ III III I \ \ QUANTITY AND Q 80005 TREATMENT UNDER .. .. .. .. - - - - /� �� 3g6 ® "� ®� VA \fie //\/ , 'IIIco I \ I I APPROVED INTO 201800051. NO MODIFICATIONS _ j �- / // TP ®�® \ \ - A I I I P I \ A ARE PROPOSED TO THIS AREA &ITS A - - �_ - V- I ( jSQ - A \ \\V\\ ��� IIIIIIIII 11 \\\ V A II p II \ STORMWATER QUANTITY TREATMENT. THE �\ j ...� WATER QUALITY TREATMENT WILL BE SLIGHTLY LIMITS, TVP. A\ \ \ V IMPACTED WITH THE REMOVAL OF LS-11. PROPERTY I�hA I IIII �v Vv�vv.' - \\\� vv _ 01 CN LU __ ®® \ � � N � w 111 I I v / I v y r-w w� �� v Ili Ivve yvv�� W N u) I II \ �� II 3 \ \ \ I I/ 1 I / �A Q W II\III \ / I / \ / v I �� vvv�� , y:.y v � v l/ \ y \ \� v v > I�/) �• �� v� P vvv I II / 5L �:. 1 �,\\ \ �„ �J// (� �:.;.:.:: \\\ \ \ J l7 III IIII I I III \ \ \\�'` �\ fSERV�STE \ \` I ® �� \ ....:. i:i \ \ \ / /I l \� ,® i i w \\ v A ::1�� \ \ 111 � vv z vv�vLO E(�STP.� .v ,:;::: , Q > N hI I VA \ III vv ■ �/ i v �� 1 / /� �v / I \ I I v� v\v�� v� v�. z w �I THIS AREA A (BLOCK 8A) RECEIVES STORM WATER 1�� QUANTITY AND QUADTY TREATMENT UNDER / \ \ I \ \�.:/ - I I \ VA V A V A ®® �A�\ ��� ��C ®®® �II\\ I III V APPROVED WOO 201900004 NO MODIFICATIONS \\ a\ I �\ V V A I I I I A V A�V\ \\� / I ARE PROPOSED TO THIS AREA & ITS 7 I I \ \ V�A \®-�-�-�� I I \ \ \ STORM WATER QUANTITY TREAT ME SLIGHTLY \� WATER QUALITY TREATMENT WILL BE SLIGHTLY / \ I I \ \ \ \ \ \ 1MPA ED WITH REMOVAL OF LS-11. VA 4�Z3 ' \ \\ I I I I I \ \ /\ \�\�;, ` 0®/- \\�\ � o \1\ I A vv v J \ \\'� " 4zs _-®� \\ \ I I III : I \\ �/ / \ j9 - s THIS AREA (BLOCK 8B) RECEIVES � �I \\ \ /a' / V�V / //�/�j�/ ��� gj /'�-_�� \\\\ \/�� - \ STORMWATER QUANTITY AND W \ QUALITY TREATMENT UNDER \ I` 9 jg \ APPROVED WP0201800080. NOr',...�\ \ \ _� // -1 \ \ \ �/ /\ \/ L , 1 TMODIFICATIONS ARE PROPOSEDO THIS S A EA & ITS TREATMENT. / / \ \ \ \\\ \ �- / /�- \� / / \\ \\\ �� f�/ ^ LLI p J o J Ul \_ v /l w, , y �o ,,� y'= J o III I� III I \ �/e96 �� 3 8 \� VA / �\\ \ �� . o /tea \�/ ti W J I \ \ �► I \V� / % W ® LU \oV�- - / �„ %% U' Z o \\ �- t\IIII J I / \ Post -Development Impervious Area Summary J w O Ln III II I I I \ ny -�� %j r Subarea A 0 Roads & Parking Lots O \ 6 / ,� \ % / / 6 i Buildings 163,225 sf Sidewalks 59,875 sf 501,075 sf W - o N I IIIIIII 9/6, 1II II, I Post -Development Impervious Area Summary Lu Subarea WATERSHED SUMMARY FOR SUBAREA A Roads &Parking Lots 140,225 sf u r Buildings &Pool Area 69,475 sf Lu lri Area, 1-year Flow, 2-year Flow, 10-year Flow, O w ON Sidewalks 215,975 sf 5,675 sf ac. cfs cfs cfs l / JOB NO ilVAII APPROVED LS-11 (NOT YET I \ PROPOSEDCONSTRUCTED) IS O REMOVED WITH THIS PLAN. SEE SWM NARRATIVE ON THIS SHEET \\ FOR ADDITIONAL INFORMATION., DA A (Pre-Dev.) 60 16.25 DA A (Post-Dev.) 86 17.04 Overall Acreage Summary / ✓ /j / Pre -Development Post -Development WATERSHED SUMMARY FOR SUBAREA B / /- o / / 1\ C✓ / Area, ac. Area, ac. CN Area, DAA 16.25 17.04 ac. -LEVELSPR DER (LS,1'1) ORIGINALLY APPROVED UNDER DAB Pre-Dev. 60 7.20 \ / DA B 7.20 6.41 wPo zov00037 QND REVISED WIT" y Po 201800013. \ / / 23.45 23.45 DAB (Post-Dev.) 90 6.41 2.83 6.07 20.62 0.34 2.17 54.09 VRRM Post -Development Impervious Area Summary (Boundary defined by this Project's Limits of Disturbance) 182150 SCALE 1 "-120' 1-year Flow, 2-year Flow, 10-year Flow, cfs cfs cfs Roads & Parking Lots 421,925 sf Buildings & Pool Area 239,350 sf Sidewalks 58,725 sf SHEET NO. 10 1.52 3.32 11.31 0.20 1.04 11.18 720,000 sf