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ARB202100095 Plan - Submittal (First) 2021-07-26
GENERAL NOTES OWNERS: TMP o4600-oo-o0-oi966(PORTION OF) &o4600-oo-oo-o18A1 CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREET SE, SUITE 2o1 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT SEE, SUITE K CHARLOTTESVILLE,VA 22902 TAX MAP: 04600-oo-oo-o19B6(PORTION OF)& 04600-oo-oo-o18A1 D.B. 5346, PG. 251 & DB. 5274, PG.376 41 36.37 ACRES & 46-i8Ai: 2.96 ACRES (BLOCK iC = 4.507 ACRES) - 3.64 ACRES FROM TMP 41 & o.867 ACRES FROM TMP 46-18A1 ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o2800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007ARE 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 SP203.500025 SUBJECT TO PROFFERS OF ZMA2oi8000B.i TOTAL PROJECT AREA: BLOCKi- CODE OF DEVELOPMENT PARCEL AREA =28.74 ACRES BLOCK iA -1.24 AC BLOCK iB - 23.48 AC BLOCK 1C - 4.5o7 AC PROPOSED USE: BLOCK 1A: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK 1B: 210 MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE AND ICE RINK BUILDING BUILDING #1: (30) ONE BEDROOM UNITS AND (38) TWO OR MORE BEDROOM UNITS BUILDING #2: (30) ONE BEDROOM UNITS AND (36) TWO OR MORE BEDROOM UNITS + COMMERCIAL SPACE (2,65o sf) BUILDING #3: (34) ONE BEDROOM UNITS AND (42) TWO OR MORE BEDROOM UNITS BLOCK 1C: 3 STORY COMMERCIAL BUILDING (6o,00o sf) AND 2 STORY FITNESS CENTER (32,000 sf) FUTURE BLOCKS: RESIDENTIAL (MIN. o & MAX. 166) AND NON-RESIDENTIAL (MIN. 5o,000 sf & MAX. 130,000 sf) USES NOTE: THE NEIGHBORHOOD AMENITY AREA AND LINEAR PARK CIVIC SPACE #i DESCRIBED IN THE CODE OF DEVELOPMENT (PAGE 22) WILL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCKS 1, 2 & S. BLOCK CLASSIFICATION: BLOCK i: NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 5o,00o sf (MINIMUM) To 13o,00o sf (MAXIMUM) PROPOSED DENSITY: 6o,000 sf OF COMMERCIAL SPACE (BLOCK 1C) +32,000 SF OF FITNESS AREA WITHIN 4.507 ACRES NOTE: THE 32,000 SF OF FITNESS SPACE DOES NOT COUNT AGAINSTTHE 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 i GREENWAY AREA ALREADY DEDICATED TO ALBEMARLE COUNTY. (DB. 5512, PG. 282) BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEETAFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 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 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) REAR: 5' MINIMUM AND NO MAXIMUM NOTE: SIDE AND REAR MINIMUM SETBACKS FOR ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OFTHE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT = 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK iC=2o,000 SF) BUILDING FOOTPRINTS: COMMERCIAL BUILDING FOOTPRINT(20,000 SF) & FITNESS CENTER FOOTPRINT (16,000 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 2015. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN MAY, 2021. FIELD VERIFIED BY COLLINS ENGINEERING, FEBRUARY 2021. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEETTHE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE 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 1 SHALL BE DEVELOPED IN AT LEAST FOUR (4) PHASES. THIS IS THE THIRD PHASE OF DEVELOPMENT FOR BLOCK 1. RECREATION: NO RECREATION SPACE PROPOSED WITH THE DEVELOPMENT OF THIS PORTION OF BLOCK 1. CIVIC SPACE #1 SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK 2, BLOCK 5, AND THE REMAINING PORTION OF BLOCK 1, IN ACCORDANCE WITH THE BROOKHILL CODE OF DEVELOPMENT. PARKING: BLOCKIA: CONDOMINIUM/APARTMENTS: 2 PARKING SPACES / UNIT RE B. GUEST PARKING SPACE/4 UNITS 32 CONDO/APT UNITS x 2 SPACES / UNIT = 64 SPACES + 8 SPACES = 72 SPACES BLOCK 1B: APARTMENTS:1.5 SPACES PER 1 BEDROOM UNIT & 2 SPACES PER 2 & 3 BEDROOM UNITS\ (too UNITS) i BEDROOM UNITS x 1.5 SP/UNIT+ (EI UNITS) 2&3 BEDROOM UNITS x 2 SP/UNIT= 370 UNITS BLOCK:EC: 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 25o sf 32,000 sf/300 =128 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 810 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 B.C. FLOODPLAIN: THERE IS NO 1oo-YR FLOODPLAIN LOCATED IN THE PHASE 1C 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 1C DEVELOPMENT AREA. SEETHE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE OVERALL GRADING PLAN FOR BLOCK 1. OTHER PHASES OF CONSTRUCTION WITHIN BLOCK 1 DO INCLUDED RETAINING WALLS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHTAND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREETTREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA LANE. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY . OFTHE 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 1A DEVELOPMENT LOT:1.24 AC (4%) BLOCK 1B DEVELOPMENT LOT:11.48 AC (40%) BLOCK 1C DEVELOPMENT LOT: 4.507 AC (16%) IMPERVIOUS AREAS (BLOCK 1C ONLY): TRAVELWAYSIPARKING: 2.74 AC (6o.8%) SIDEWALKS: o.47 AC (30.4%) BUILDINGS: o.83AC (18.4%) GREENWAY: o.00 AC (o%) LOT AREA)LANDSCAPING: 0.467 AC (3-0.4%) TOTAL: 4.507 AC STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE APPROVED BROOKHILL SECTION 1 MASS GRADING VSMP PLAN AMENDMENT #2 (WP0203700037) COMPLETED BY COLLINS ENGINEERING. FIRE FLOW CALCULATION: NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,5ooGPM AVAILABLE FIRE FLOW WITHIN VILLAGE CENTER =1,600 GPM BROOKHILL -BLOCK iC BLOCK 4B XID STELLA LANE (PUBLICIC ROAD) BLOCK 4A INITIAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I I I. APARTMENT BUILDINGR3 } a I STOSTORY I 76 UNITS) u 4� 1 I1 II Ili FJII. 0w0 -I =pE _ h w a 6 lhf BLOCK 1B BLOCK IB 2 -::jK� LL.2 viy�Cyti%y4 �22'i%2 w.'m 18 uNIT51l a- � EXISTING SALAMANDER STREET _�BLIC ROAD_ BLOCK 86 ; BLOCK 19 ;/k -- BLOCK II '� ii. 0 SWM FACILITY IIIIIIII U I I I I I I I I I I I I I I V V \ Y N PROPOSED 2-STORY I III FITNESS CENTER W f 32,000 SF r I I ug �rI L �' tt ..... a®a'®a®a®a'ar:uuk of tt I 4. m a4tt I ti Ott ' .®. Eii one,r � - AA AA AA AA AA AA AA AA AA AA AA tttttth BIFdE 901 BiS- 116 NR5) � m P 1 - - I MOEY ,�lilf-, BLDGK6 / GRAPHIC SCAL ' 1 1 100 O 54 100 200 / ( IN FEET ) I1 inch = 100 ft. PROPOSED 3-STORY OFFICE BUILDING 60,000 SF NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 28.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 710 CODE 492 TOTAL PROPOSED 6oi SF (OFFICEBLDG) 32,000 SF (FITNESS CENTER) ADT RATE - 583 VPD (291 ENTER/ 292 EXIT) N/A 583 ADT (291 ENTER/ 292 EXIT) AM PEAK RATE - 70 VPD (6o ENTER/ io EXIT) 42 VPD (21 ENTER/ 21 EXIT) 112 VPD (81 ENTER/ 31 EXIT) PM PEAK RATE - 69 VPD (ii ENTER/ 58 EXIT) 110 VPD (63 ENTER/ 47 EXIT) 179 VPD (74 ENTER/ io5 EXIT) 7. BICYCLE PARKING AREA SHALL BE INCORPORATED WITH THE FINAL SITE PLAN DESIGN OF BLOCK 1C. 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 Ni 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 INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. PpLO GROUN. VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS 1B PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 OVERALL BLOCKEL LAYOUT 6 SITE PLAN 7 GRADING, DRAINAGE, & UTILITY PLAN 8 NOTES & DETAILS 9 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN 10 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN k7 SCOTT7R. C1i I-. Lic. No. 035791,E p 7/26/21 47J z O J on Z w 00< Z J � � F�1 z , LU z w W w i Q N o to N 12 TOTAL SHEETS L ti M ZM C� N � M N O WN N LEGEND EDGE OF PAVEMENT i CURB LU PROPOSED ASPHALT PAVEMENT J J EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER U) PROPOSED EASEMENT, VARIOUS WITH EACH SHEET LU� Q DROP INLET & STRUCTURE NO. O DRAINAGE PIPE L9 J BENCH MARK Q 4 VDOT STANDARD STOP SIGN z _ PROPOSED HANDICAP PARKING SPACE STRIPING C) 01 PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) 200EXIS77NG CONTOUR Y 200 PROPOSED CONTOUR LU 506.71 TC PROPOSED SPOT ELEVATION 506.27 EP TBC DENOTES TOP/BACK OF CURB sos.71 Tw T/B DENOTES TOP OF BOX Ul U) PROPOSED SPOT ELEVATION 506.21 ew TW DENOTES TOP OF WALL ~ BW DENOTES BOTTOM OF WALL LU LU PRESERVED STEEP SLOPES MANAGED STEEP SLOPES U) PEDESTRIAN AND VEHICLE ACCESS ~ l- PROPOSED CONCRETE LU PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE J Q OO OO OO OO 100 YR. FLOODPLAIN (D 0 CD 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 JOB NO. 182150 SCALE 111=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, 04600-00-00-019AI, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.018DO This proffer statement shall amend and supersede the original proffer statement for Brcokhill, 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 VIRGINL4 CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMI) (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY BAUGH 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, 04600-00-00-019B3, and 04600-00-00-019134; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. 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 "Broold ill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("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" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine 269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars 7 333.18 for each single family 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 'or to the issuance of a CO for the 270th single family dwelling unit. The cash contributions Pn g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty - sever Y rtY 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 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to for sale units, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the units shall be available for sale. This notice shall not be given more than ninety 90 days nor () g ty( ) 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 (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. 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 it) 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 tarn 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, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4 "For -Rent Affordable Housing Unit" shall q P rP , (. � ) not exceed the then -current and applicable maximum net rent rate approved b the PP PP Y Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for Y P graP PP Y a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable 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 P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for 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 eg ment. 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 roered 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 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $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 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, (collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be 28 336 662.00, The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. 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 ofhe first (1 )CO issued for a dwelling within the Project, the Owner shall dedicate to the CountY, b General Warrant Deed and without consideration fee simple title to a parcel of land for public Y Y , P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Lic. No. 035791 a�_ 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 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after z the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County O J Q has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP gn P ) / A a Owner shall be relieved of any obligation to install a traffic signal. V U 7: 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the m m property: 0 O J A. Trail Network. A primitive trail network (the "Trail Network7% consistent with the County's jw w Z design standards for a Class B- type 1 primitive nature trail, shall be established within 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 Ov dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project O 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 r�_ M Page 4 of 11 � N ® M N O WM 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. W > LLJ Within one year after written request by the County, the Owner shall dedicate to the County, by General J Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or J such other use as the Countymay determine suitable of not less than fifty 50 acres abutting apublicly- Y ftY ( ) g Z > dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School f) Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements ri LLB or warranty as to suitability. 0 O 9. Historic Resources. A. National Register of Historic Places Eligibilirv. The existing Brookhill dwelling is eligible for the Q National Register of Historic Places. Owner shall address an adverse impact to this designation g Y mP gn 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 Y the site plan or subdivision plat for the area to be developed which contains such cemetery or LLB 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 Camp located in the Greenway Area and identified in in the Phase I Historic Resources Study for the Project. L1J This Proffer Statement may be executed in any number of counterparts, each of which shall be an original LLB and all of which together shall constitute but one and the same instrument. U) JW [Signature Pages to Follow] JQ 0 OC:)C:) N U Page 8 of 11 z Q J U T� U 0 J J J H� \2 i 0 0/ CM W LU LL LL JOB NO. 182150 SCALE N/A SHEET NO. 1A ® �/ a �.■�� �� v �4 `PHASE IIIDWAY III. 11 ROADWAY lukCiVEMENTS • p .• PHASE I w O ROADWAY IMPROVE Y!: Q PHASE IV INTERSECTION IMPROVEMENTS AarB F \ i f 1 O y �/ PoIDaPDWRB gpAp f "11011111i, PHASE[ INTERSECTION PHASEIVR ADWAY ' MPROVEMENTS IMPROVEMENTS du R BROOKHILL TRA FTC V k46_. PRO H I CROSSWALK >EMME_ O(ISTING T,11 AREA O -TTRRAAILWAYCO cricyTO \ PROPOS5FFpp VDOT RO0DUi za �T{ / O_._. CONCRETE P I IMPRO MENTS-SWM PdN YfI(Y,�,�\ ALONG EDSTREa+ ESV V I W \ 4 \ �/ OSEDI \� ..i PROSEDF PATW(jrAY CO t { 7 /t �) "I �T' , , ♦ III ! ��i III I • CONSTRUCTIvI NEW WESTBOUND LEFT•NRNLANE POLO GROUNDS ROAD WrrIT H375' OF STORAGE • EXTELANE D WESTB GROUNDS N LANE ON POLO GR GIFTO ROAD FROM So' OF STORAGETO 10o OF STORAGE • CONVERT RIOMILLSROAD PE TO A ATI RIGHT IN RIGHT-O � / UT OPERATION. INTERSECTION s • CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING(v) LEFT -TURN AND 1I R IGHT- TURN LANE • CONSTRUCTAN EO LEFT.TURNLANE ON POLO GROUNDS ROADWIR-I FEETOF STORAGE INTERSECTION 3 • CONSTRUCTA RIGHT-IN/RIGHT-OU ROADWAY ENTNORTHBO ROUTE zg • TURNL LANE NORTHB OUND RIGH TURN LANE ON US as WITH zoo' OF STORAGE. PHASE II INTERSECTION IMPROVEMENTS INTERSECTION a • COAMAYTNORn DE(t)L OLAND ROADWAY TO PRO VIDE LEFT U) TURN LANE I (T D ME)MN T LANE • RESTRIEVVESTIBOUNC LEFT PROVIDE WEST BOUNC LEFT -TURN LANE ON VRM.ASHWOOD BOULEVARD WrrFl IPE OF STORAGE. • ROLIUEVEEASTBROACH TO PROD BOUIEVARD APPROACH TO PROVID (a)RIGHT-NRN LANE IN I GRSGCnoN 5 ,. CONS rRUCT SOUTHBOUND ROADWAYTOPROVIDE(v)LEFr- NRN LANE AND (o RIGHT -TURN LANE • CONSTRUCTANEASTBOUNDLEFT. TURN LANE ON POLO GROUNDS ROADWAYWITHv 0OFSTORAGE PHASING PLAN TMP46-16 ENTRAHcrmaurAlrc TMP45-58 ROCKYDALE CHARLOTTESVILLE PROPOSED ROAD CONNECTION QUARRY BETWEEN RIO MILLS ROAD AND BERKMAR DRIVE / \ TMP46 T.OB HORNELAND CORPORATION TMP45-60 TMP46-n6D CRAFTON CORPORATION TMP46-i8B HOMELAND CORPORATION FINAL ALIGNMENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY aoa7 (PER VDOT 2w% CONSTRUCTION PLANS) TMP46->.aD CRAFrON CORPORATION WITNESS the following signature: OWNERS ofTax �Map Parcel 04600-00--00-018AO: e/] By: -7l / X CHARLES R./HA GH IZABETH ANN OGL BY GH Date: %IiUZZi g' OWNERS of Tax Map Parcel 04600-00-00-01800: By:j CHARLES R. HAUGH,�IVJSTER By: DOUGLAS,LB. OO BY,OTRUSTEE J O Date: — i / OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-01 CROCKETT CORPORATION, a Virginia corporation Ann O. Haugh, Its President Dom: r-p S, 2019 Page g of 10 NOTE: POLOGROUNDS ROADWAY ANDL SHOWNINTHSEXHIBITISMRILLUSMA FINAL DESIGN AND LANECONNGURATIO ROADWAY IMPROVEMENTSWILL BE IV AI APPROVED TRAFHC IMPACrANALYS6 Al CONSTRUCTION PLANS FOR THE ROADW _ PROPOSED SALAMANDER 5 1 CROSSING(3 TOTAL) w / PINVERTEDRETAINING � - WALLD CULVERT Y'O<O ' U � O I �. 4RP DER TMP46-B4A SALAMANDER TUNNEL MONAS ONLY. To FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600.00-00-01860: HORNE LAND CORPORATION, a Virginia, corporation — 1 By: AnnO�.Haugh, Its President y", Date: > coy F. ';ko 19 OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: 0-ou" C. x/n es e-p �L Ann O, Haugh, Its President Date: 1!?aj 2; -Aa / y Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-o18A0, 04600-00-00-01800, 04600.00.00-019A1, 04600-00-00-019A2, 04600-00-00-0191111, 04600-00-00-019113, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019AI, 04600-00-00-019A2, 04600-00-00-019BI, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS ZMA 2018-11 to amend Proffer Numbers ID IH 6 and 8 of the Proffers that were proposes approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § I8-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-.11. , 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 roffers the information resented at the public hearing, the material and relevant factors in Virginia inia Code 15.2- P P P g. >g § 2284, and for the purposes of public necessity, convenience, general welfare and good wring practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019, 4Ft 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17. 2019. per, ��nt Clerk, Board of County Sup r 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: BROOKHH,L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ma ger By: An cGimv, Its President BROOKBII.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend apemen Inc. Manager By: Alan R. Tay or, II is President Date: 001t s- 4 Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle CountyMillsRoad to included a connection from Rio Mill h new the e Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and P Y P 1, 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 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle Count staff, Albemarle Count Schools Division and the developer of Brookhill on the proposed Y Y P P p 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 by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW THEREFORE BE IT RESOLVED that the Albemarle Count Board of Supervisors Y P ns hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkman Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17.2019. 7 Clerk, Board of Countoo pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y _ Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y SCOTT/R. 05LLINS�Z I� Lic. No. 035791,E A_ 7/26/21 Z O d F- Z � Do M 0 (n O Z O Q Ln r/ Z W u W Ce '1 N W CD H N N n LUCY) M� l' J z z N Q t® co LU O W TJCN W VN ��� V W > LU Q J U) w z ~ !—� O cy- L9 J LU Of U z 0 ILL. LL_ T� U WI U w O ~ J Ul U) CO I— J z NwN J CO J�o LU J<� 0 O O LU U F_ JOB NO. 182150 SCALE N/A SHEET NO. 18 TH OFTIl SCOTT R. LLINS� \L1C. N0. 035791� dD3 i PROPOSEDASHWOODIBOULEVARDCONNECTION �? 4+ \ 1 Z Z ��0 7/26/21 rye PROPOSED TRAILHEADACCESS AREAT c VAJ;b'l UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT _ ORNR PROVIDE PARKING, AN INFORMATION KIOSK, FOR MORE INFORMATION ON REQUIRED BUFFER90 �} \ 0 1JJ Z N w SE\yG grO NAL AND APEDESTRIAN ROAD CP.OSSINGTOv��J~ w a ACCESS THE MULTI-USETRAILWA 00 - - lip4 —_I 1 �V Z {� > W > \ FOREST LAKES .Q �. - ` V O Z NEIGHBORHOOD aJ `�\\ `.-i i C T i-' p I SITE \ w x ROUTE 2 9 j E SWOO .�- 4 IMPROVEMENT •4 BS-1 o' MIN. NATURAL BUFF R. - c ' SWM FACILITY #3 COUNTY OF ( c -Lin 3 � + \ EMARLE ROPOSED PRIMITIVE TRAIL WITH C u y , ! 1 \� R70 M '90 W F y 1 _ Z w U ,l CONNECTIONTOFORESTLAKES , / I fir/ ... / W QUNOg J ROAD E J a Z _ O - o a — 4s PROPOSED II` ALBEMARLE COUNTY -- - \ © - I -I / RESERVED STEEP SLOPE PRIMITIVE ' QI _ BLOCK 13 ., � � � (TYP.) IO. TRAILWAY ) , fj� - TRAILS (TYPJ j o ` VICINITY MAP: SCALE: 1" = 2000' o z u c N z U I� g u m w � m O DEVELOPMENT (I i 01 B ANCQ ram" j AREA (TYP.) ) C O z g< 0 N > GENERAL MOM OWNERS: TMP 04600-oo-oo-oiBoo TMP og600-oo-oo-oiBAo vai - HAUGH, CHARLES R. & HAUGH, CHARLES R. & V) 1i _ I� BLOCK 15 'I �- -- ; 1 < � � �,( I-„� E.J.OGLESBYJR,TRUSTEES ELIZABETH ANN OGLESBY H. �r,I o % 1•' OP'"' % / ./ / '. 5� R EP 435 PARK ST 2S75 SEMINOLE TRAIL CHARLOTTESVILLE, VA xzgoi CHARLOTTESVILLE, VA zzgoz z > , ` T.M. 46 - i8B ,'` ry, . : _ - --_- .... _ \ - GON CC W W HORNE LAND CORPORATION - OPEN �^> LJ �� .- U \ •..3, - TMP og600 oo-oo oigoo ORNTION f ce I:.1 _, - SPACE \ > (TYP.) Vl � N C/O HAUGH& HECROCKETT 435 PARK ST zO N a ` t PROPOSED CIVIC SPACE \` P 4 ,\ �> CHARLOTTESVILLE, VA zzgoi z Ln � - _ BLOCK 12 �/ z z x I EASTERN POCKET PARK BLOCK 10 I ' , J�O l (�l a I BLOCK 1 r` � ., ,♦ (LOCATION TO BE DETERMINED ,i \ _ u DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE goo O w O w O ��"_` s - WITH F'�NAL DEVELOPMENT PLAN EXISTING 10o YEAR N) - r- a, \ PROPOSED VEHICULAR �? CHARLOTTESVILLE VA zz o 93 ENGINEER: w z z \\FEMAFLOODPLAIN(TYP.Ili-) e - '- INTERCONNECTION o �`_' E BLOCK 9 zCOLLINS ooGARRETTIST,SUITEK CHARLOTTESVILLE, VA zz oz 9 Ui Z z ¢ z z O z 0 a PRO D RIMITIVE.. .} Jr z-. TO THE MONTG( I o' MIN. NATURAL BUFFER TRAILWAY �., RIDGE NEIGHBORHOOD 'I O 0 d f m g a z z z a w o ROUTE zg JJI' —� O , / ,-, j '� - TAX MAP& ZONING: og600-oo-oo-oi800 04600-oo-oc-oiBAo 04600-oo-oo-olgo0 ce o f Un H N IMPROVEMENT 1 : • _ , + OPEN r r ., �•/ l s SPACE PATHWAY , '� ROPOSED CIVIC SPACE , +/ ALBEMARLE COUNTY ° ,.'. D.8. 73i, PG. Ego D.B. i333, PG. 45o D.B. 73i, PG. Ego R i RESIDENTIAL R i RESIDENTIAL ZONE R LRESIDENTIA - L LLI w p (n F-. > g O w O f O w z z w g N -... (TYP.) 'j' MANAGED STEEP SLOPE I F ��.., GREENWAY a, 9 •. ->°oy . '•. a/ ? a Lu O v -�' _... e'•s• (TYP. ) __ ROUTE zg (�I ' _ -- -' (TYP.) l ' !A BD IMPROVEMENT I� O O P MPRO .\.� '.. °' '' ,,°°, * T TOTALPROJECTog600-oo-oo-oi800 - 4zd5AC. 04600-oo-oo-ol8Ao - 27.29 AC. og600-oo-oo-oigoo - zo7.66 AC. z g z g z D _ GREENWAY ^y� ER /� �'" v ✓ c, -° f , ," ' BLOCK 1H d G '�s�,,�, - o o O S FACILITY 1' ji GREENWAY ,s ' �° (TYP.) ` !°� o \'� ��0 '., I; (TYP.)UPLAND \ G PROPOSED _` PARK °,4> ,-,�".�\ i) .- d , fit 277.5o AC. TOTAL PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT u) w c J z So'BUFFER✓ _ i°�\CNf��`N AROUND VDOT STORMWATER _ I t / < �gLAIN I ING ARCHAIC WOODLAND DEVELOPMENT MANAGEMENTPOND I + ,": -.'-" �"`e„ ''�J '•�� �,,,� t -.;; -/; CAMPSITE AREA TO BE PRESERVED AREA(fYP.) J \/\, �� j/` TOPOGRAPHY. SUOREYRNGANDBELLOLAND URVOEIYS,IJANUARYzoz50LN cc g Lu �- J I I ,� BLOCK IG ° / ` - 'je° =� ~ j' 'li BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2o�5. U. +p ~ M _ 1 �•o•e ee•ao° w .-. {- 1 ''g„A.-..,6w��, ,�, --,� - 1• _ / 'rr,,�� EXISTINGioo-YEAR % DATUM: NAVD 1988 > iy 6i 7 L 0�': , '� \ Z 9 0 STREAM BU TER IT `o I6s•e •eo• .\�� `.;. FLOODPLAIN (TYP.) � � UTILITIES: COUNTY WATER AND SEWER CN •, '. (� PROPOSES RIGHT IN -RIGHT OU o' oo BLOCK O I -- -- / - ,J 4 1� \` FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28cD DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s �++ ui vi .o I I .n +o ® m J a z BLOCK' INTERSECTION IMPROVEMENTS. w 4 / s \ ( / ,` ... PROPERTY FOR THE SOUTH RIVANNA DAM,'NHICH IS A FEDERAL DAM LOCATED UPSTREAM OF F a -. rl .. -. .. . ••' 1 ` ,. SEE BROOKHILL TIAREPORT j Yl J TRAFFIC CIRCLEJROUNDABOUTMAY \ ALBEMARLE COUNTY _ ,� �� -STREET MONTGOMERYRIDGE THE PROPERTY. o o rn 0 0 -a 0 a o 00 FOR FURTHER DETAIL' MAIN BE CONSTRUCTED AT THE ��PRESERVEDSTEEP SLOPE " _ 1• 3 BLOCK 5 - I NOTES: CV W BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND (TYP,)-%/�.-�,� NEIGHBORHOOD 3� THE NORTH/SOUTH CONNECTOR ROAD BLOCK / % /% _ // .; I I I OPEN I Y st 1. SEECODEOFDEVELOPMENTFOR DETAILS ONTHE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE (\) N z Q - + L _ ` I STPAACE OPEN �: )� DETERMINED WITH THE SITE PLAN PROCESS PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH �� _J � <!. ,lye 1� ---- h_��� SPACE > 3 ALL -(TYP.) 1 ` EXISTING v B LOCK ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA ALBEMARLE 4- NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J J Ii 1 _ too -YEAR ^ I PROPOSED y �/ -� �1 PROPOSED Z OR FOREST LAKES. 1L LLJ FLOODPLAIN (TYP.) < _J ! J ' THE IMPROVEMENTS TO PO-O GROUNDS ROAD AND THE CONNECTION OF THE EASTIWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI Q F— T .M. 46 - 18D _ ) o° TRAILWAY _� O� Q ,� - CRAFTON CORPORATION - ": I I �� Z THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THEFLOODPLAIN. Z J J Q - BLOCK2 _ •` - �' a. DEVELOPMENTAREA > O (z�� 0. a e-,-\ BOUNDARY (TYP) "' (i D NEIGHBORHOOD CENTER I -- - - - �' / C r I P NT B PROVI ED IN 6. PARKING FOR THE PROPOSED BROOKH LL DEVELO ME SHALL E D•• ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4-1z. EACH PRELIMINARY SITEAND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE Lu> J 7.(LOCATION TO BE DETERMIED I IMITS OF PROPO ED REZONING [� WITH FINAL DEVELOPMENT PLAN.) 1 � � � � � _ BLOCKI { / _ i . � � � _ � �'i 7 � s � ; - -.. T PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY L W J Q I k.Y �- - _ r g ° "' I / �J �` V1 „ o f,_,--.-,, / -I,- DAY BREACH INUNDATION ELEVATION AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCYMANAGEMENT Z Z �''� O w PROPOSED 100' BUFFER ALONG RT. zg ; f � - � " � LANDSCAPE BUFFER ' BLOCK 4 v ±ACRE HISTORIC — 1- . � • ------- `�� SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMJM OF CIVIC AREAS, AS SHOWN W (/) V J � 7o'NATURAL & 3o'LANDSCAPE BUFFER ` ] BROOKHILL PARCEL BLOCKS �.__ BLOCK 5 °, 1+. ''°•°> '� /_J �! ❑ ALBEMARLE COUNTY -'>•-`>• --- ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. S � ( l Q ddpp APPROXIMATE LOCATION OF I i , ANAGED STEEP SLOPE i:;, -. �---..� \ -'- �, NOTE: A PROPCSED MULTI -USE PATH' i� 3-Yp _ GREENWAY � � /`^�J fi HISTORIC MARKER FOR THE ( ) I �'�� IS PROPOSED BY VDOT ALONGTHE - ( ) BROOKHILL PROPERTY ` o° TYP - t ) ` 11 ROUTE xg FRONTAGE OF THIS 4 ' ��;. - � : i "' � � � g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE JTILITIES,STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. < J = U J ~ _ _ } 1 � a• � PROPERTY. PATHWAY TO BE - - - - - ROPOSED zo' BUFFER .N �. ., /' ,,-� Y - \ - `"f _ i I r �-I io. CONNECTION POINTQ�ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR Q O W ! LOCATED WITHIN THE VDOTRM. a - - '^'r*c,a•t� ,t l� i +`y _ / I LOCATION OF EXISTING_ + `�., ' ��� .°e \. INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTO)5HALL ONLY BEA PECESTRIANA31CYLE ACCESS CONNECTION. 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND C I- Z V) ¢ ""� ��"" Y LLI ( O O o 'BLOCK1 UNN CEMETERY TO �, i 9 REMAIN \ \ o^ •-` DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE, l � 1 1 0 V V Q I= O _ c LOCK LINE (TYP.) e NOTE: ALL STORMWATER MANAGEMENT FACILITIES ° LEGEND 7 J Co AND EROSION CONTROL MEASURES SHALL BE I., I ` BLOCK 6 ALBEMARLE COUNTY, °>+.%� > . J LOCATED OUTSIDE OFTHE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES O QCo , BLOCK H PRESERVED STEEP SLOPE �: °••o ROPERTYBOUNDARY (TYP.) I z 1L Z W 5. ^ / '� I ' + / (TYP.)q \ " F NOTE: AREA WITHIN THE 100' BUFFER I VEGETATIVE BUFFER -4'�r'' MANAGED SLOPES O ¢ Q 1_2w J O �` AND OUTSIDE THE EXISTING TREE t V, \°_ I ® OPEN SPACE N LLI J O LIMITS SHALL BE REPLANTED IN --- + / \ EXISTING zoo -YEAR • ACCORDANCE WITH THEPLACESz ' � DEVELOPMENT ,, -• •• °•°••�•�°' g ` -� AREA (TYP) FLOODPLAIN (TYP.) + `, .- - '•, WITH HOA APPROVAL A io' MULTI -USE PATH FORESTED BUFFER REQUIREMENTS' ING BROOKHILL �, � r---_ H SET O REMAIN IMITS OF 14TH CE NTURY - ,, , -- SHALL EENTRAL ENTRANCEOF�, ,- GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS 0 WETLANDS r>•a fY J J III Q O ERYRI GE. THE MPON NTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED C3 TO APPROVE THE TRAIL AND EXECUTE ALL BLOCK H _ DEVELOPMENT AREA EASEMENT DOCUMENTS ALLOWING THE + BOUNDARY (TYP.) / CONSTRUCTION OF THE MULTI -USE PATH ] O �'+ EXISTING 1oa-YEARI i ` PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE 1 TH CENTURY COMPONENTS OF BROOKHILL 9 LL.I O FEMAFLOODPLAIN(TYP.) t \ f� ON HOA PROPERTY. O 7: - OPEN ROPOSED 10' PAVED 1o' MULTI -USE PATH TO BE CONSTRUCTED ALONG LI O �� e : SPACE i''" ', MULTI-PURPOSETRAIL'.'-`- PRIMITIVE TRAILWAY O ,• _ I v THE NORTH SIDE OF POLO G ROUNDS ROAD COm ii .0 N?121f apart ment Afti�� PROPOSED STOP TO BE INCLUDED WITHINO R Q / n °>a°•o a - < < a e • a '� ROPOSED PEDESTRIAN TUNNEL F)i� 'S 14�) CENTER FINAL ADJACENT TO THE BE COORDINATED WITH LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. M IMPROVED INTERSECTION FORS Ap fOvedb, Supervi50fs ° � AND STOPLIGHT. 3"-•• �" OVEN 0\4ER SEEBROOKHiLLTIAREPORT j POLOGR ROPOSED IMPROVEMENT TO S f, D8t # 1 STATfRT 0000 EXISTING Soo YR FLOODPLAIN C\]1 (y 0 R\vP� FOR FURTHER DETAILS ,-;. s 63 �$ROgO�o� TPOLOGREOS SDEE ROAD FOR ///J / „-� �)? z6 GROUNDS ROADWAY /, / >_ •••••• STREAMS * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED JUNE 15, 2015 w _ I 4 / IMPROVEMENT PLAN annef v CALE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o' BUFFER ALONG •.. GRAPHIC SCALE ') * PROPOSED LOCATION OF CIVIC SPACE O I- u F- FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD io'MULTI-USE PATH wru ,�.,�� +, •. DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - zoo o zoo aoo aoo �� SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION OF HISTORIC MARKER O - a JOB NO. 182150 18C _ _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. O POR \ �- %- CROCKET CORPORATION ( IN FEET) SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN Be TRAFFIC TIA. _-''- -- �- - v 1 inch = 200 ft. �. 1 1 PROPOSED ELEMENTARY SCHOOL SITE \J SCALE N. T. S. SHEET NO. 2 0 z w w z U Z W N Z J 0 U 0 0 0 O U C w 3 0 x 0 0 0 7E iNc m 0 m c 0 U 2 c 0 U `o 0 0 0 0 L 3 0 0 0 a a T C 0 0 m m 0 c 0 L m c 0 0 a 0 0 3 'In 1m Sl5P2o1250005 FINAL SITE PLAN APPROVED NAL SITE PL/ APPROVED FINAL SITE PLAN APPROVED 4/23/2020 -r THORNRI� ULEVARD /"------- - 1 O �SCOTT R. LLINS'Z I \ C� '\� I �� T I T Lic. No. 035791 s\ �/ ^ v I_LJ 1 F� \ j 1� /k, \ I 7/26/21 S k CO RT /'" I\�l/�✓`�(`j\ , �� 7 /�/ l j-� Q J \Jl 1, v/ \ q -� OAP-------� '� �J'�/•\,'\ o///� I J.L r ,� / I I of BLOCK 1 /� / J 1 \ of �, �' / ; \ �/ I 11 �1j 1 BLOCK 15 /' \\ 1 I A,YAN�COURT �I \ \ z I Ln f ELI LOCK O \\ I -sueLu D 1 ' \ 1 o Q 1 v - ; z Lu P2o2oo0008 �--,\ I l;.. II �` // /' I'III � pM \��_, /��" `�-_� -- `.� '♦ `N` INITIAL SITE PLAN APPROVED - 03/o6/zozo \\ M\r\ `� i 1 \� ' `� / / ' W SDP202oo0082 I I I ` // / ' \ ! \ ' / -- / 1 Ce BLOCK 12 vv ♦�� BLOCK 18 --- A ---- v \ BLOCK 1L1 (GO p0 w o v; I RO 'OCQ_�" v a ♦ l 1 \ 1 i I ROAD PLAN vv _ ,BLOCKI �`� _'�" --- -7 �! SUB2017-00117 --` ° °boa - _-----L9 - ftft,... - mob 0 °o T11 co �� Y ' IrJBLOCK C 1 _ 4011. 0 1 BLOCK iB BLOCK 5t �� - ; / //-� �- �!,v!- ' SDP202000070 ' BLOCK Y INITIAL SITE PLAN 1 3-' o ' / LU APPROVED - 10 23 zozo ftft r J. i ,' o 1 /' �� ��i� / �° I \ SDP201900078 Y J/ ° / ' \ 04 1 INITIAL SITE PLAN 1 \ / v , I i j 1 APPROVED-o2hll2o20 1 BLOCK z o �� oa �i / _ z� �\ /'�� ----- ;� - 1 ' SDP202000035 ' `\\ e \ ° o - 1, \ 7�p I _ z / \ \ o r- / �\ � / 1 , FINAL SITE PLAN �•,-,- �° BLOCK 1 , j _, 1 '�� //�LU 1 L APPROVED -ol/o /zonl ° \ ---- co e IT LU 202 00021 u I o 'I / p'� I /: 1 INITIAL SITE PLAN o I / _ / ��� "� / ` �/" I I H� m / ` _ K� APPROVED-o6/o8/2018' o °° --�-- -__/ .r /% v SDPzol80004g o _ - IN S TE PL Q BLOCK AREA SUMMARY °°a° _ (� oC (1 Q - o \ \�� Yl w o /, U > " 1 ' ROAD PLAN \` ` f"' �' Development Greens ace/ Amenities ac O 1 I SUB2o18-00115 j "a 0 Area Per Area (Roads, Proposed J 1 I °OO'oI Block Land Use District Brookh ll Proposed Lots, Buildings, Development J t� COD (AC)a (A� Parking lots) Per Area (AC) LL Z BLOCK 1g I COD (AC) Civic/ Civic/ Open Open Total Total a a a Greenway Greenway Buffets Buffets - J BLOCK 6 I ° � a � ° Parks Parks Space Space Greenspace Greenspace � Q 1 Required Proposed RequireProvide CO7� � I j �° (� i 1 v � Ba Required Proposed Required Provided Required Proposed � (� Q 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 Jca o° o lA Neighborhood Service Center 1.24 0 0 0 0 0 UJ ° I 1B Neightborhood Service Center 11.48 0 1.67 0 0 1.67 BLOCK? ao \\ ° °° 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 � H \\ 1i a 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 I- J 3A Urban Density 3.3 � INITIAL SITE P ° v 1 5 201 000 °°, I 3B Urban Density 1.8 F - ` LAN "-� ' \ � � � 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 � � O / \ APPROVED - og/o7/2o18 a� L - 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 LLJ SDP2o19oo015 �� 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 0/ O FINAL SITE PLAN �� 4C Urban Density 6.58 - 2.31 1.46 0.85 Q i j I 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 (D h ! f _ I I -- -�� Neighborhood Density 17.7 111.9 0 29 4.7 01.1 8.7 O O Neighborhood 12.96 Pp OG �_ _ / N 7 N g __.. Neighborhood Density a ° ° STAT RT 3O. RO o Neighborhood Density 8. 51 5.52 0 0.54 1.80 1.64 398 RO 8 N g 25.8 12.7 0 5.1 4 4 13.1 -`/ 800 ° °° 8A N g ° / o °a°°° 643 D. AD(So) a°°° ° 1 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 w o g 481' p 163) /,' 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 0 ------ . � "��II fir, �. ��.�i �I✓\�� LEGEND: / / 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 1 w a a, PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT / O a _ to 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 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 °�„a°,a 1 � (APPROVED INITIAL SITE PLANS) '.I ]OB NO. tino• I 1 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT GRAPHIC SCALE I 182150 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 �• (APPROVED FINAL SITE PLANS) 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE as zoc o loo zoo <oo soo �'od�wa'o' /� -I °a°°° PROPOSED RESIDENTIAL DEVELOPMENT I // 1 tt=200t 16 Neighborhood Density g y 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 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 ° (PROPOSED INITIAL SITE PLANS) I �; a ( IN FEET ) 18 Neighborhood Density 1 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. �0 1 inch = 200 ft. I / 3 19 BrookhillHouseParcel 3.2 3.2 0 0 0 0 0 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 . �a8 _ 4F,e - ,�1 z a v gip ]2.18' 4 \ 114.W(n6) \ / i \ i I \ EXISTING 22" DI WATERLINE \ r \ \ BROOKHILL APARTMENTS Dk/ LLC TMP 46-19B1DB 5133 PC 445 vv< v 19.65 AC. EXISTING STREAM- 06 GENERAL NOTES: H / ® ) 1. A 100 YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL T QF - �� DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT � /7� PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO (Kic _ v FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT EXISTINGGREENWAY(TYPJ v .,2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY.OTT R. LINS'Z _ EXISTING GREENWAY (TYP.) / . No. 0357913�.—� ae R y ° ° ' _ 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALLy o — p °® INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF "_ - �,. / 01 UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, Po /26/21 ^ �a EXISTING PRESERVED r, y y- �y y �� a ,�v v �?,y /.'."\ / n� �- - v v yv `y ��� y AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE r w. " STEEP SLOPES (TYP.) r ,\y\ ; - ,- �� f k \ \ \ ' _ " - �• CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION ONAL � ". L. lv y. \ 'v\ �v -,� ��C. \1 >/\ AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; I UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE �v � v CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES �Lv1 y SERVING THE PROJECT SITE. v L ; i37, g COMPANIES, LLC 4. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS 9 '\ 1 TMP 46-19B7 y - --x t-__y_ y_" RECORDED IN DB. 5121, PG.689-701. v J w y -y -� v PROPERTY BOUNDARY (TYP.) - v �_ DB 5355 PC 747 EXISTING zoo -YEAR FLOODPLAIN (TYP.) v y — v—®�' y �/ v V 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE 37.8o AC. y RECORDED IN DB. 5121, PG. 676 688. \\ �, y' Y-- i �� v v 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED EXISTING STREAM /�%' �� �� �� �v CURRENT, EXISTING i ^. I rs� y _ � PLANS AND MAY NOT MATCH THE CURRE TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY ----- v v• v s �_._�_-'y\, v. Oo O ©OO OO OO Op V UNDER CONSTRUCTION. zo 1 V AA Si` — - d V \ \ \ \ \ �� V EXISTING PRESERVED vLn co STEEP SLOPES (TYP.) �s ° �� �, ° ° \�V A \ z 0 < -- -- 4 0---EXISTING_GREEMWAY(TYPJ i --- - - - 5 6o S� S660 03 49 48,E ., _ _- . � 1q •F �� � `4 _ - EXISTING LIMITS OF \ ;a '_i 220.72' r-�-_=----'��' i7576, _ �- � °T \� � \, �\\.\ °°ui \ WOODEDTREELINE - �" '��v� vvv ��. �`- lx uo o I i o v EXISTING N O V r A SWM FACILITY `/ v v y I J EXISTING RIGHT-OF-WAY �\ '� ___ __ �-�� -- \ 1 \\\ °•° 11 j l 'f rq w N ��' Q � �— N - - 1� EXISTINGS'CONCRETESIDEWALK 45-18 _ vv \ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES 59004'24.86" \\ HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW \ v TOPOGRAPHIC INFORMATION TO THE SATISFACTION OFTHE �� �� v vvv vv v COS OO v v A _COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h `� v v v A vv Vv v . EXISTING PRESERVED _ vA v v v vwv p I STEEP SLOPES (TYP.) � I �•' \ .V ----- _�__ � I I I ��II11� III I�IIi----- �� / �� / �� ', 1 \ r i EXISTING LIMITS OF - -- I I I IIII IIII III WOODEDTREELINEz �� i I A0 �10 CD LAND RESERVED TURE DEDICATION _ UPONDEMAND FROM --- - OM THE COUNTY e °A ------ (D.B. 5107, PG. 148) ova EXISTING zo'CONCRETESIDEWALK\Q CV -z EXISTING -22 "DI WATERLINE - _ --- -- _ II II II III II II�I��IIIIIIIIIIIIIIIIII �I��IIIIIIIII1IIIIII ��I1II II11I111I1I11I1����11Ij1I111I111I �1����1I IIIII V V v\\_ EXISTING STORM - A Lu SEWER SYSTEM 11 I'll I'II V / --- �— VARIABLE WIDTH TEMPORARY �I II I I I I I JRADING AND CONSTRUCTION EASEMENT i- — — — _ _ _ LI 1 AB. 5447, PG. 603) z v _ - --- ------- — , I' — -- - STORM DRAIN EASEMENT y R EXISTING VARIABLE WIDTH PUBLIC 11 A v 1 A � vAvvv� vvvvv _ - OPEN SPACE GREENWAY PARCEL 1--I - v vvv v 6 - SANTARYSEVVER_ — J _— ��_— -- �— / ( ) v vv v�vvvvv v ` v v v - ° . J B. 52 G. 3 . 55 ) - D. 74 P 76 (D.B 12 PG 282 t - 1 XISTING zo' CONCRETE SIDEWALK 3 g 4 4 _ v BLOCK 1C v .01'= __ `vvv �V vv vvv Z EXISTING 22"DI, -WATERLINE °° XISTING RIGHT-OF-WAY - v e-.� Lu ® x zzo.36LU 0 EXISTING N4 z4.86"W VARIABLE WIDTH ACSA 0 ems° WAR EASEMENT EXISTING ARCHER AVENUE CONTOURS MM CURRENTLY UNDER CONSTRUCTION (D.B. 5274, PG. 376) .I S_ EE PLANS RLij SUB2oz700217 5MP f _ / I II I II IIII lI lrlI p5lI lI I i v \ \ / I WCROCKETT CORPORATION 13DB 5011 PG 170, DB 07 PC148,, DB 5121 PC 644 BROOKHILL'--EXISTING----------- T612�C� 49' RADIUS TEMPORARY 5CONCRETE SIDEWALK TURN -AROUND EASEMENT TMP 46-19B1 5447, PG. 603) �I) DB 5133 PG 445 Q 19.05 AC. 0� ACSA UTILITY EASEMCROCXETT (D.B. 5447, PG. 603) CORPORATION v v v I I I 11! 1 ti 2 4 --- — r �� TMP 46-18A1 v v v v 1 I 0 A L u �. 99 7 V I I I III I - / �, M DB 5274 PC 376 v v v v \ I III I I I I I I I I I I ^�i N o�z-86"VCr o -_ '.z93'Sz :: ---��= --- �'0170.97- --- - _ --- --- - -- --- - 2.96 AC. 59 4 4 in / a V A 59 4 24.8 v\ III I III I IIII II II I I I I ml A A m --- o -._ — ,, -- - — _ NS9° 04 z4.86 W N o z 86 W I I I �,•"' I I I I\ \ �J BLOCK 4A `.J V v I 1 1° v o s�o > v �v v \v. . p m 1 \ V A V A O / EXISTING8" \ o m ��... ... �..�.. 1-- I I I 1 1 1\ \\ w\\\�\ \ I \: °° 0 O I 1 1 1 1 \ V A A a .a - - I 1 I I 1 � i - A 1 I 1 A - � N SANITARY SEWER H ^° I V 1 V A A Q A A v ° a ."'+,i m o / l II I V A V A VAAA A VAV� \ VA� EXISTING FIRE m %. - - A A A A� \ v V PRIVATE 01 HYDRANT z VCCESSLANDDPARKING ASEMENT��--�- --- - -�--------- (D.B.v v vv v v v BENCHMARK 5447, PG. 603 m --i / ! \ w z _ - - - / / vAv 1v .\ STR TOP=44� 4O - - - - 4 , - - ') � 111 L EXI W TERLINE � �-----I-- � � � �✓�/ � I � V AV v � w v v v °� v � V A v � / / . �V� I __ - _ 463.88 u6.00' - - uj zi9.78I _, \ - -- ----- VARIABLE CCES�SOEASEMENT j 1 1 \ v \ \\\ 1\11 1 \ / / —_ / w w / \\ \ \ EXISTING STREET — - . ` _ _ °.. _ / '- _ - \\` a - SIGN; - 86" N59°o4 _- B. G. - 3 - --) i (D. 5274 P 376) - - / i/ 70B NO l , �' ✓ �� 182150 Z=16JO 0 ALE crr� C Rono, D.B. 5274, PG. 37e 58WDE -SPEED UNIT T XISTING5 CONCRETE SIDEWALK SALAMANDER STREET (Pueu25APH / w21 08' �j 7c — N563o'37.zi"W SCALE HAUGH CHARLES R'.EXISTING SALAMANDER STREET ---- - EJ OCLESBY JT CURRENTLY UNDER CONSTRUCTION_ 40 7 TMP 46-18E SEE PLANS UNDER---- - BLOCK6 __- �� — �- A ��/� �38 - _ - _ ____. 0 SHEET NO. Oo DB 5295 PC 63 TM 46-18 fl 1 / ! - - - - -_ - _ - -- -- _ . - ----- ---'" \ &- _ BLOCK 86 0.76 AC. SUBzoz800zz5 BLOCK 19 6 I I R i /- -_� -- a 2 - - \\\ \ \ \ \ \ \\_._ �-� 1 inch��60 ft. (3 4 95 P 6 I I 11 / / / - 436- — — �� \ --------' "---- — II^I I I I I I I I II II I I I I I I Ll I I Z SCOS'Z O� n Lic. No. 035791 \ / 7 � 1 I , �`�'�'gSII gtSr'1��4' Y 26 2 r Y ONAL OV - ® y - �• � I ` � Y 1 � > z - YI�,Y Y - _- - Y Cb?" Y \ �aQ•�.�\��� Y ' yY �. � , , \ ., v Y.I • Y Y it , y � �.-- - ..�/ \ , , .• ,/� \� v o Oo 0 0 0Oo OO :OD\ Y 1Y ,I OO O j Ad APARTMENT ` I BUILDING#3 � `��- � '� O \ �. a (4-STORY II - 76 UNITS) \ \ \ cU-) m : 0 U) _ � O — � Y/ - 1 o 1 LLLLI , I W 'I ce f , O FUTURE 4-STORY HOTEL SWM FACILITY 0 100 BEDROOM UNITS 0 j t' t o - •``� O J� o - rq O i N � I y V' w CD w - • . _ O z> — I o N O 1 K BLOCK 4B BLOCK 1B ~ ~ Q x IJ.I J �'rn ,• Q d a� Q ` !t EXISTING STELLA LANE (PUBLIC ROAD) BLOCK 4A tHl 1111111UIE��umm H111HIM111111 I I I I I I I I _LLLf::�) 00 �7 � i OO a') I /co j ® :I FUTURE 2-STORY FUTURE 1 i FUTURE 1-STORY-STORY COMMERCIAL BUILDING OFFICE BUILDING COMMERCIAL BUILDING I Oo "� BLOCK 1B - * 5,000 SF N uj APARTMENT 1 1 40,000 SF 10,500 SF BUILD)NG#2----- , r----- ------ ----- `O CY) (4-STORY-66UNITS) � r n Lu - ;. . . .•.'.-.',-.' � - . , (PRIVkTf ROAD) BLOCK IC - --- -- - EE U) - H� — 7 - -' I rib FUTURE BREWERY ( � N OO SF _ H� JJ x 18 J ------ - - _ �U-I BLOCK 18 - PROPOSED 3-STORY PROPOSED 2-STORY ( APARTMENT 1 OFFICE BUILDING FITNESS CENTER Imo' _ , (� C� BUILDING #1 + 60,000 SF 32,000 SF BLOCK 1C V" J (4-STORY-68UNIT5) J r r - H w y LLJ in H 1 U)�/� 1 1 1 k Lu 1 ttttttzitt:aaaaaaaaaaaaaaa tt i BLocK 1c o tt aaaaaaaaaaaaaaa 1--1 r r— � � � � � I � � aaaaaaaaaaaaaaaaaaaaaaaaaaa �: -- � � I a l l l l l l l l m tttt J U o BLOCK lA � I tt.�.tt �tt O - m FUTURE m m m tt .tt POOm m m � L& CLUBHOUSE LL 99999BB999999999999999 tttttttJ 3 + ( i O----------------------- - --- -- --- --I BLO K IA- 1 j BLO I -- CV -0 '------ - j14NITSr RING] i i� �- _� . - � +__ APARTME BUILDING i _ APABIME417 BUILDING- - - �I yYy X I t EXISTING �_ --- ---- - { 0 w SALAMANDER STREET - -- - — - -- _ GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. JOB NO. 182150 SCALE 1"=60' SHEET NO. 5 A- FUTURE 1-STORY ADA ACCESSIBLE FUTURE 2-STORY FUTURE 112-STORY SCOTT R. LLINSZ PROPOSED CONCRETE RAMP COMMERCIAL BUILDING U Lic. No. 035791,E MAILI<1051< CG-izTYPICAL OFFICE BUILDING COMMERCIAL BUILDING �^ �. O7 PROPOSED STREET PROPOSED AT GRADE 51000 S F 7/26/21� PROPOSED GRANITE 40,000 SF TREESED I BRICK PEDESTRIAN 10,500 SF ` �SSI E�Gl PLANTED WITHIN ONAL R WALK. WIDTH =i ' CURBING ALONG -CROSSWALK. o) ADAACCESSIBLE _____STELLA DRIVE SIDEWALK WITH 6'x6' -------°--------- --- --- - - - - - - - - - - -GRATED OPENING ----------- ------PROPOSED STAMPED-----PROPTRIANOSED STRIPEDSS CONCRETE RAMP CONCRETE SIDEWALK PEDESTRIAN CROSSING CG-iz TYPICAL BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH = u') PROPOSED 1 lr AT INTERSECTION 8'x20'PARALLEL PROPOSED �'I WITH i' CONCRETE PARKING SPACE RIGHT OF WAY 6' BIKE LANE , #C EDGING --, BRICK PAVER SYSTEM - - - - - AT INTERSECTION k X EDGING NGTH CONCRETE ® ® ® ®7 ® H i 8 EO L 8 N2 W a a d N �W LLI ~ X _ T 1][H®®11�u® V/ m W$TELLA LANE - PRIV.A,TE STREET _ W W ' ". ` W Z m T DISTANCE TO NEAREST m BLOCK 1B - - - - - - -' - - CG-6 CURB ' �CG-6 CURB ' BLOCK 1C - . . - _ - - - - I ° T INTERSECTION =3io' ° 108� RIG T OF WAY - - - . � (TYP.) � � (TYP.) � W o m z J m T " LIMITSOF PHASE O O ° 8 zo 6 ° IC DEVELOPMENT I 1 V) wuj> z l AREA I I !A � >J S PROPOSED X V~/ N w N a OQ 00� 6'BIKE LANE - - FUTURE BREWERY > ao W X X X X x . -��° I 18,000 SF 111 • x I : ; z00' — . i o — °• • PROPOSED 6' PROPOSED PARKING 1 I I CONC. SIDEWALK LOT POLE LIGHTS (TYP.)AS I I PROPOSED PROPOSED GRANITE PROPOSED PARALLEL PROPOSED STREET I I PROPOSED STOP CURBING ALONG PROPOSED STAMPED PRIVATE PROPOSED AT GRADE PARKING SPACE TREES TO BE PROPOSED STRIPED SIGN YR.) STELLA DRIVE CONCRETE SIDEWALK - RIGHT OF WAY BRICK PEDESTRIAN PLANTED WITHIN F/ -F/C ( (MIN. WIDTH = iz') CROSSWALK. WIDTH = io') SIDEWALK WITH 6'x6' PEDESTRIAN CROSSING__ _______ _ _. _ _ ________________ _ -- k424' TRAY W Y GRATED OPENING v ' - - -- o PROPOSED 3-STORY PROPOSED 2-STORY RAVEL $' 18 Hyqp _ w o0 1 ") OFFICE BUILDING FITNESS CENTER �� - a k PROPOSED 5� k ¢ CONCRETE SIDEWALK 6' PLANTING STRIP � PROPOSED 6' CONCRETE _ 60� 000 SF PROPOSED io' BRICK 3 2, 000 SF WITH STREET TREES PROPOSED STOP - w SIDEWALK (TYP.) -- SIDEWALK SIGN (TYP.) Q ^° • --- 6' PLANTING STRIP _ - --- WITH STREETTREES PROPOSED 5' PROPOSED CG-iz CONCRETE SIDEWALK PROPOSED PARKING A PROPOSED 6' PROPOSED 6' k 32 CONCRETE SIDEWALK ADA CONCRETE RAMP CONCRETE SIDEWALK O LOT POLE LIGHTS (TYP.) • �ni� O� g zo0' 16o' /� 9 a 24' (TYP.) TRAVELWAY }¢ FIRE LANE FOR BUILDINGS ¢ ' P M PROJECT PHASE o w PROPOSED 5' CONCRETE cri PROPOSED STOP PROPOSED 5' �CRETE w a w BLOCK LC (TYP.) N SIGN (TYP.) SIDEWALK (TYP.) > PROPOSED STOP N > LINE (TYP.) N Q SIDEWALK (TYP.) = ¢ SIGN (TYP.) co 41 � /, 37 R �POS E D S TOP a 9' SIGN (TYP.) z4" F 18 ( YP.) X i 8' r 8' 8'. 8' �4� 8 ' 8' 8' 8' F/C-F F/C FIC / S ^. M. 30 _ 9 PROPOSED PARKING - 0 (yp, LOT POLE LIGHTS (TYP.) - �� �� PROPOSED VDOTSTD. CG-z �v �� aaa aaa aaa aaa aaa PROPOSED STOP n > SEE DETAIL ONSHEET 8 1p aaa aaa aaa aaa aaa �I SIGN (TYP.) ¢ m♦ =� aaa aaa aaa aaa aaa aaa aaa aaa aaa a ��.°.w J Q 21 - �i 19 �\ LPROPOSEDSTOP 1 itt/ 1� � r SIGN (TYP.) 0 g "` -- O O bb J J J), BLOCK 1A PROJECT PHASE BLOCK 1C �� LZ Q U LINE (TYP.) ¢ �� FUTURE m _ w POOL CLUBHOUSE n PROPOSED PARKING m q -- ----- - - - -- -- - - -- ----- -- - -- -- - - (TYP.) PROPOSEDS'CONCRETE & CLUBH � � ® ® ® ® 14 ® ® PROPOSEDOPI LOT POLE LIGHTS (TYP.) PROPOSED STOP SIDEWALK (TYP.) Y SIGN (TYP.) SIGN (TYP.) U ® -1 1 Ba as ae Ba as ae Ba as ae Ba as L O 24 � 38 0 TRAVELVRA T q. T T T _J _T T _J _T _J 7 / � _. ` I I l � BLOCK 1A - _� J APARTMENT BUIL LNG SIGN ¢ ~ J ---- ---- 14 UNITS PROPOSEDSTOP N > ---- ------ — ------ — �— Y-----------------------� w J ( ) 1 PROPOSED S I up SIGN (TYP.)-'-, �P ( P) 19 Lm EXISTING CURB CUT/ENTRANCE TO BE REMOVED _ -� - -- ----- PROPOSED STOP J LLJ O { __�_ - -_ �s--________-� PROPOSED PARKING - - -- ' SIGN (TYP.) EXISTING __ :(� LOT POLELIGHTS(TYP.) ---- i J SALAMANDER STREET a _-ISTANCE=ego --------- ------ -- SIGH 61STANCE=28o' I HT DISTANCE=28o' o (PUBLIC ROAD) LL ry w ---- SIGHTD N�- - G y O sa M - TA W — - N N IGH�I PROPOSED STOP �_ O --- w EXISTING 5' CONCRETE SIDEWALK---" S SIGN (TYP.) � -_ N U° t I I F °• ----------- DISTANCETONEAREST AREA OF MILL &OVERLAY \ INTERSECTION = z PROPOSED INGRESS/ PER VDOT WP-z \ w EXISTING SALAMANDER STREET \ \ _ CURRENTLY UNDER CONSTRUCTION CEMETERY Y ` 35' EGRESS LOCATION \ AAREA OF MILL &OVERLAYLn SEE PLANS UNDER V PER VD� P-z \ ° / JOB NO. suBzoisoo��5 \ 1 182150 v GRAPHIC SC SCALE 30 1' 6. BLOCK 19 BLOCK 6 �� 3� r SHEET NO. � ( IN FEET ) � I I inch — 30 et. w � N >J w N BLOCK 1B - APARTMENT BUILDING #2 (4-STORY - 66 UNITS) I II L 9 I I I I I I I I I I iz' DIP WATERLINE PROPOSED WITH BLOCK__ / iB DEVELOPMENT PLAN IT T .m.mT T T T T m IT I T m T T m m T m m T �I d T — — — SCOT H - -- - - — -- — — _ U Lic. No. 035791 a 060� 7/26/21�� I I I �`r5'Innrnr. E�Ol I I I l I I I I R ,\ 0 J Q i I I i I Ln m o m I i I I Z J PROPOSED i2"x8" TEE j/A iz" DIP (z) 8" G.V. & (1) 12" G.V. V ERLINE N l W , _ W I r _ / v 8" PVC SAN. SWR --- - - - - - - - - - - - ROPOSED WITH -- �= y6DEVELOPMENT LOCK i6 � i ' ; • I -- ' N 1 ° • - - - TIE IN PROPOSED STORM a r = SEWER SYSTEM TO EXISTING I � STORM PIPE - OUTFALLTO _ PROPOSED FIRE � i HYDRANT WITH 6" EXISTING POND DI WATERLINE PROPOSED FIRE HYDRANT I I PROPOSED z" WATER ASSEMBLY w/iz"x8"TEE I I METER WITH z"' TYPE K PROPOSED z" WATER COPPER LATERAL METER WITH 2?TYPE K Ui- PROPOSED y" FIRE LINE I I COPPER LATERAL PROPOSED 3" WATER LATERAL I I _ ,t BLOCK 1B - AND i.S"METER VAULT I PROPOSED 3-STORY PROPOSED 2 STORY APARTMENT PROPOSED6" OFFICE BUILDING FITNESS CENTER DI FIRE LINE PROPOSED 6"cyi BUILDING #1 I I DI FIRE LINE � z PROPOSED 601000 SF 32,000 SF N 8"x6" REDUCER � I __ Q (4-STORY - 68 UNITS) M J I I ` ^ PROPOSED 6" PROPOSED 6" SANITARY LATERAL SANITARY LATERAL — — / ••. / I S I N w ° rn• - I , • N /n j (� i zo' ACSA UTILITY Q BLOCK 1B 1 BLOCK 1C ASEMENT PROPOSED _ J WITH BLOCK i6 W ' 1 1 ---- --- --- 1 1 1 1 PROPOSED FIRE W a J (� 1 1 1 HYDRANT WITH 6 I � --- -- --- -- --- ---- - ---- -- ---- ---- � > Q DI WATERLINE 452_16 1 — • z I � ° ------------------------ --- 0 O iS" HDPE STORM SEWER 1 i zo' DRAINAGE �; J �7 (PART OF BLOCK iB 1 8" PVC SANITARY SEWER EASEMENT ; 1 i DEVELOPMENT PLAN) 1 1 (PART OF BLOCK iB DB.537-, PG.703 p /_74 i Q V DEVELOPMENT PLANSL / T� Z LL 1 /_ Q 1 oa ---- --- Alt'r --I t ---- —J-1---- L ------ — ---- — -- — ---- — -- — — -- — ---- — -- — —1_1_1- --r—t-1—I——]— --rtl_ — — — — ---- — — .�TIE IN LATERAL - / TO EX. SAN. SWR "' �' i " 5 --- ----------------__------� _______ _ = = = ==-_---—� — — — — — — — — ------------------ ----------------------- - --------- - - , -- ----------- ------ J — — — — TIE-IN LATERAL — - - -- —; W =OeEX. SAN. SWR ' I- - n -I -I -I -I EX. 8" PVC SANITARY , ul J o � I IN 201UTILITY I I , I II I I I I I I I , I , I - PROPOSED i I 5 I I I I I I I I I I I I W I � SEWER INSTALLED WITH I I EASEMENT zo'DRAINAGE ( HDPE STORM , I I I - _L- DB.6371,PG.703 L _i--1------I--- --1 - -- =_ -- - - - EASEMENT BLOCKiADEVELOPMENT) = -- L-- SWR SYSTEM -------- -t-- - - —y-- — --- BLOCK 1A -= - - - - - - - - - --- _ -- - - -- --- - T T- T T T - / - DAB. -i PG-o - T BLOCK 1A - T T rt - _ - '', Q BLOCK 1A - �� �� � s37 , 7 3 I I I --ARARTMENT_BUl �'�D[NG__------ ____-- _ -- -- APARTMENT BUILDING_-!--____�I \ ! \ O m , o 0 ---- ----- ------ — ----- ------ a�--- -- — ---- — -- — ---- — -- — --- — -- — — J -- -------------------- (TgrtJNfTS) ---- - ----- ------ -(14�N1TSr ------ ----- + ------a j T -- N O -- I e p w _ _ _ --- -- — — — • .. a to \ EXISTING IRE - _ --- -- - - - - (-------------- { O I HYDR NT - _ - - - - - - - --___ _ _ • 30B NO. � w ., � / EXISTING _ _ - _ „—, PROPOSEDPROJECT - --- —M—,�.� 182150 \ � SALAMANPER STREET -- - BOUNDARY MBLI(. ROAD) `- ---- - G-RAPHIC SCALE_-_ \ EXISTING iz" D.I. � SCALE WATERLINErr `' s •e e° �; b 4 ° .: � ° • °° / SHEET NO. e T a---- - -- - 7 -- --- - -- — — — �— — — — — -- -- -- — - - \ - � / �— 1 inc -h= 3iY- ft- _ ----- ------C_TY-PEABLOW=OF-F----------------------- -------------------------- ASSEMBLY TO BE REMOVED W I I I � e �TIt ----------- __ 'EASEMENT WITH I' BLOCK 1� . .. . . BLOCK 1BDEVELOPMENT �.. �• • _________ _________ I __________ I ________ 11 _________ 1A______ I ___ 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. RAL CONSTRUCTION A70.= FOR STREL'TS GLTNL 1. CONS7RUCT7ON 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. lF 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. 3. 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 OU7FALL 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 77ME OF CONSTRUCTION. ADDITI0NAL 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 SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN7AL 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 RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.V9OT 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 VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND K17H A VDOT OR COUNTY INSPECTOR PRESENT. ROA,O tVOTLS.- GRADING 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATONS, 7HE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTI0N 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. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICAT70NS 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. PAVL'M�'NT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 7HE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTI0N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MA7ERIAL MEETS REQUIRED GRADAT70N FOR TYPE I, A OR Ill 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, 7HE 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. 7. 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 Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CG-12 HOTEXYCA NENiC CEMENT T SIIDDEWO RAMPS UEEPTHHi N IN ES ARHE EA IN SQUARE NAMED GENERAL NOTES DETECTTBELE REQUIRED SURFACER(ARREA N LSWME YES) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR A SUMMARIZED FOR EACH CURS CUT RIP. DETECTABLE WANING SUFKES. PRODUCTS MDT LISTED SHALL MEET tm,wi THE REWREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR MPRDVIL. 3. SLOPING WES OF CURB RAMP MAY BE POURED MONOLITHICALY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION MINT WITH REQUIRED ENE. 4 4. IF RAMP FLOOR IS PRECAST, HOLES MIST WE PROVIDED FOR DOWEL BASS SO B uAx THAT MJONNG FLMEO 9A5 CM BE CART N PLACE AFTER PLACEMENT OF PRECAST RAMP BOON. PRECAST CONCRETE SHALL BE CLANS A-4. TYPE A 3. HREOMPRED HOURS OW WTHHE PLACED CENTER CENTER ALONG RP FLOOR, Mq-DEPTH OF RAWLOM.MINIMUA ES OF THE PERPENDICULAR CONCRETE COVER 1V". 6. CURB TRANSITIONS/ CURB D GUTTER SLOPE TRANSTRANSITIONSMP TRANSITIONS ADJACENT TO CURB RS ARE INCLUDED IN PAYMENT FOR CURB / WRB AND GUTTER. 5'MN 7. CURB RAMPS ARE TO BE LOCATED M SHOWN ON THE PLANS OR M DIRECTED 12`r BC V THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAXNA M ACCESSIBLE ROUTE MinIN THE MIGHTOFWhx OFp HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, RHOPOSED, OR NONEXISTENT. THEY MIST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS M SHOWN ON PLANS OR M DIRECTED BY THE ENGNEER,ANO SHOULD NOT TYPE B BE LOCATED BENND VEHICLE STOP LIES, EXISTING LIGHT POLES,FNE HYDRANTS, POP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNJBSTMILTED STABLE, FIRM AND SIP RESISTMi PATH LOXIECTNG AL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN SE APPROACHED, ENTERED ND USED BY PEDESTRIANS. •F�'/„�RAI1'iy11,AAIVAt'1rP,.r,�VJ`,VAVV'X B. RMPW MAY WE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 4 5�NA THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12;12�N• ,y B THAT THE ROPENE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 5.� x i •,A•Tf 9. T=OMNOD,OATERTHE TURNINGREQUIREMENTSWHEN ATICPATEDHEAVYADIRHNOT TRAFFIC, REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEARD 4 AN AT'X, . 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT O. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED IRE PATH, AT I X SANE M TOP OF WRB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHORED USE PATH. It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' A 4LARDING MCA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' X 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNDATEO DUNE ` 12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF r C-C CURB AT ENTRANCES OR STREET CONNECTORS ME DETECTABLE -.- e WARNING SURFACE SHALL HAVE A FACTOR RADIUS OR BE FIELD 0 00 0 O 0 G' -HOOPED M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CUM. -0 0000000 - YD 0 0 0 0 0 o O 7 LANDING RAMP u 0000a 000o D le 0 0 0 0 0 0 0 0 0 0n0000000000 0 0000000 0 0X- % OF RI .000000000 DETECTABLE WARMING pp AT BACK OF WRB 0.9"-1.4" YMIMLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE &MISTER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ROAD AND TMBNOS SFETENWEN CG 12 DETECTABLE WARNING SURFACE SHEET I OF 5 1 REV6ON DATE (GENERAL NOTES) 105 20305 07/15 VIRGINIA APARTMENT OF TRANSPORTArM 02 NOT01 1. THIS REM NAY A PRECAST OR CAST N PLANE 2. CONCRETE TO BE CLANS ABI F CAST IN PLACE, "M PSI F PRECAST. 3. CURB HAWING A RADIUS OF JOB FEET OR LESS (ALONG FACE P LIB) MILL BE PAID FOR M RADIAL CAR. 4. THE DEPTH P CURB ICY BE REDUCED M MUCH AS 3- 05" DEPIM OR INCREASED AS MUCH M 3• (21" CORTHI IN CRUNCH THAT THE BOTTOM OF CAB WILL COINOM WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. NO�AMS�I,ElLT N MEP fdTCDE �15 TO BANDS BROWN. FOR A DECREASE OR AN INCREASE N DEPTH. y, CO-2 E TO W USED ON ROADWAYS MEETING THE REQUIREMENTS FOR DD-B M SHOWN N MARK TEHND�TIIOON ON BE URBAN STAOM NDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED REFERENCE STANDARD 6" CURB ROM AND BRIDGE STANDARDS O5 REVISION DATE SHEET LOT 1 SD2 VIRGINIA DPARTMENT OF TRANSPORTATION 20 Al S7D. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION SIDEWALK FACE OF CURB BUMPER - BLOCK PER WO ' PAINT 1-14,,PAINIED " T SPED ( TRIPE TY MIN. I MIN. MIN. I PICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL N07E NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HAND/CAPPED SPACES SHALL BE /DENnnED BY ABOVE GRADE S/GNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) R- 7-8 S/GN AT EACH HAND/CAPPED PARKING PARKING SPACE INDICATED ON S17E PLAN. SIGN WILL BE ALUMINUM (PAINTED NH/7E) WiTH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. 7HE CENTER OF SIGN SHALL BE AT LEAST RV£ (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN 7 FEET ABOVE GRADE. SIGN 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 Etoo -fsoo )too -fsoo FlNE FlNE HANDICAPPED PARKING SIGNS NO SCALE TOP OF 4"� 2" R CURB R. 13" 4' ...;'..... 4: • . a: .• .. .. 7" 6" i If 1, �1f6E, I 2. STANDARD CG-6 STONE #BASE 57j6UNDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CG-12 NOTES COMPONENTS OF CURB RAMPS GROMMET OF THE FMLOWINR HYDRAULIC CEMENT SIDEYALX (DEPTH N INCIfS. AREA IN SOURS YARDS) GENERAL NOTES DETECTTAABLE WARNG SURFACERAREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL SE PROVIDED BY TRUNCATED DOMES, EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CHIT RAW. 2. DETECTABLE WARNING SHALL BE FROM THE MATEPoAS MANDATE LET FOR DETECTABLE WARNING SUFALES. PRODUCTS MDT LISTED SMALL. MEET t=,tl THE REQUIREMENTS OF THE SPECIAL PROVISION FOR M-12 DETECTABLE MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL, l 3. SLOPING SIDES OF GARB RAMP MAY RE MABEL MONOLITHHAIY WITH RARP 4' FLUOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED SAE. 'T�rt 4. IF RAMP FLOOR IS PRECAST.HDLES MST BE PROVIDED FOR DOWEL BARS SO e� MAx THAT STRAMADJOINING L M. SIDESPRECAST T C BE CAST N PLACE MITER PLACEMENT P PRECAST RAMP FLOOR. PHECMi CONCRETE SHALL RE CLASS A-4. TYPE A S. HOW SIDES'ANOF THE RAMPP FLHE OOR,MO-OPLACED CTAH OF RAMP FLLUOR.CMINIMUM ALONG PERPENDICULAR CONCRETE COVER %'. S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURS RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CUM AND GUTTER. 5'UN 7. CURB HAWS ME TD BE LOCATED M SHOWN ON TIE PLANS OR M DIRECTED t2`�1 A T BY THE ENGINEER. TIDY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121MAX OF AN ACCESSIBLE ROUTE WITHIN THE PoOR OF WAY OF A HIGHWAY FACLRY CROSSES A CURB REGARDLESS OF WHETHER SDEWALK IS CREEPING, PROPOSED. OR NWEXSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS M SHOWN ON PLANS OR M DIRECTED BY THE ENONEER AND SHOULD NOT TYPE BE LOCATED BENND VEHICLE STOP LINES, EXISTING LOW ES FIRE B HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A 00HUMIWS PARALLEL UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING AL ACCESSIBLE ELEMENTS OF APOETY THAT CAN BE APPROACHED, ENTERED S N (N1 A7y1 rVR'VPI '•,' N AD USED BY PEDESTRIANS. ylp;pV�N\X�Y`V 3��V7$�WQ/'N5K/,NR zuLJ.AZ'y R. RAMPS MAY BE PLACED W RMIA OR TANGENTIAL SECTIONS PROVIDED THAT ��n Nl'A`: l THE WRB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING E T 12'1 M yA% PERPENDICULAR TO THE CURB. I WIN \ x ,-KTA` B. ACCmBCDAATTERTHE TURINGKREQUIREMENTS WHEN ONWPANTED WAVYATRUCK 11-- THA IF REFER TO STANDARD CORE. CWUERCML ENTRANCE NEAW 4•MN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T AT E OF PAVEMHIGHERENT THAN EDGE OF PAVEMENL O. WHEN CURS RIPS ME USED IN CONJUNCTION WITH A SHARED ME PATH, AT %X .SME M TOP OF CURB THE MINIMUM WIDTH SHALL BE THE MOTH P NINE SHRED USE PATH. It. WHEN ONLY ONE DUN RAMP IS PROVIDED FOR TWO CROSSINGS (DALONA), TYPE C A 4'A 4' LANDING AREA SHALL BE PROVIDED TO MAEWER A WHEELCHAIR PARALLEL 6 PERPENDICULAR INTO THE CROSSWALK MTIOUT GONG INTO THE TRAVELWAY. THUS C a 4' LAAWRG AREA MAY INCLUDE THE CUTTER PAN. 12. ALL CASES WHERE CUM RAMPS INTERSECT A RADA SECTION OF TRUNCATED OWE CURB AT ENTRANCES W STREET CONNECTORS THE DETECTABLE -1 .S 4" C-O WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O -MODFED M RECOMMENDED BY THE MANUFACTURER TO WATCH THE BACK OF CURS. A O O O 0 O O O O 0 O O EH 1/\�i�\/I 00000 0000000 7 LANDING RN.P T 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 e IIr 000000000000000 BASE EXAMTER O 00000000000000 G O O O O O O O O O O O O O D X-65X F TOP DIAMETER 0 oO D 0000 OF 000000 DETECTABLE WARNING d AT BMX OF MEN 0.9"-1.4'• I VRNABLE FULL ID! OF RAMP FLOW SEE NOTE 12. BAY DIAMETER F'• PpY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAL XVC)OT SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET tOF 5 REVISION DATE (GENERAL NOTES) tDs 203.05 1 07Y15 VRGNIA APARTMENT P TRANSPORTATION SD2 CPC NOTES: L THE ITEM 1UY A PRECAST OR CAST IN PLACE. 2. COMPETE TO BE CLANS AT N CART N PLACE. 4WD PS! IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A ROM P NO FEET A LESS IALOW PARE DF CUM) SHALL BE PAD FOR M RADIAL CO MVM CURB M GUTTER. 4. FOR USE WITH STAHLMED OPEN -GRADED MANAGE LAYER, THE BOTTOM OF THE CURB N BUTTER SHIM I HE O�TDTBOPE OSAME CURSLS AND TO THE DEPTH E NINE PAVEMENT. S. ALLOWABLE CRRERIA FP THE USE P CG-8 IS R. ON ROACWAY CLASSIFICATION AND DESIGN SPEED M SHOWN N ,1PPQDIX AM R ME ROM DESIGN MANUAL IN TIE SECTION ON M URBAN STANDARDS. D a • � rz4 • A .D I. D IF --� A THIS AREA MAY BE COMPETE AT TALE OPTION OF THE CONTRACTOR ERL COMBINATION 6" CURB AND GUTTER ROM AND BRIDGE STANDARDS O5 REVISION DATE SHEET 1 OF 1 y02 VIRCINA DPARTMENT OF TRANSPORTATION 201.03 -12"- REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE ro BACKGROUND BACKGROUND - AM 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 L z GALVANIZED "U" CHANNEL POST O n mi 0 O w mcy � - o VDOT A3 GENERAL N ir1 CONCRETE ow 00 TOPSOIL AND SEED JA/ 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 2" SM-9.5� SURFACE COURSE 4" BM-25 - INTERMEDIATE COURSE 6" 21-A - BASE COURSE C-W WIDTH I A -*-I WIDTH OF ENTRANCE P, `Op.NEo O EXPANSION JOINT W D : V EXISTING OR PROPOSED SIDEWALK A SIDEWALK SPACE C �T W E: CWB INCLUDED IN 2 M w i EXPANSION .ONr ENTRANCE GUTTER u y� �19 FLOW LINEIS t ENTFI%E WOM DESIABLE NNIMUM M. EXPANSION JONT ABSOLUTE MINIMUM FOR EDGE OF PAVEMENT e� T LIMITS OF PEDESTRIAN LIMITS OF PEDESTRIAN ACCESS ROUTE ACCESS ROUTE UMAVEO SAME -iR V UNPAVED SPACE WIDTH O �. !T V RI NON -TRAVERSABLE LIMITS OF PEDESTAL N A55 RWTE LE55 ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH N WITHOUT UPAVED SPACE ADDITIONAL RIPT-P-WAY S REQ RED IF THE LIMITS 3.. OFPOESTWM ACCESS RWTE EXTEND DETOIO E%STNG P PRPOSfO V00T RIONT-OF W 15" 6. ® PEDESTRIAN ACCESS ROUTES PROVIDE AW UNOBSTRUCTED, STABLE, AND YIP RE TZIT PATH CONNECTING ALL ACCESSIBLE ELEMENTS BE A HALF PLAN FACILITY THAT CAN BE MPROACHED,ENFEREO AND -N. •>. M. USED BY PEDESTRIANS ! P PEASTPoAN ACCESS ROUTES ®ARE BEND PB-B PROVIDED, WITH A M�12Y TRAVERSABLE WIDTH 5 SECTION WHEN USED IN CONJUNCTION WITH STANDARD UNPAVED SIDEWALK SPACE FACE OR CC-7. THE CURB ON THUS STAIN M STANDARD IS TO Y ,iMATCH PARABOLIC TIE MOUNTABLE CAR CONTWRATION A p•-p1 SPACE i ® ® . N. NORMAL CUTTER ® __ _ x •O. '. e.- e. I;. X10 TO DX CHANGE Z .!. ti. ie:e: M:g 4nbgY49e Sd44y4e :e:• 46 44 e4o SAP. I 6• AGDEGATE BASE WAss As cx.E.s.)coNc. SECTION C C TYPE ISIZE 219 y.-0..� POINT OF PARE CHARGE 12% MA%. $LOPE FOR CWB AD CUTTER ONLY XF i I 12 Z MAXIMUM NWEM1YNAEAi NM M O• INTERVALS LS JUPTER F0 9SIDEWALKEWLTALK OCURBNLDRBwiE z z z 3 Z MMMUM DECREASE SLOPE FOR FIRST RVA AND 'e• B%MAXIMUMDECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS S A-A SECTION D-D STANDARD ENTRANCE GUTTER SPECIFICATION RPERENCE RDM MD BRW�S MDMDW SHEET 1 P 1 I REVISION DATE 9D2 203.03 O7/15 VIRGINAL APARTMENT OF TRANSPORTATION ASPHALT PAVING - DRIVE AISLES AND PAVEMENT REPLACEMENT 3 I A-1 ME STREET APPROACH SAYE SURFACING, WMRIB TO BE AS I M MAMINE ROADWAY (SEE NOTE 61 SHOWN ON PINS) C C kISRq�USRUTTO A MROCOMBINATIONwn ON PLANS) CSIAww(YE MOTE 0m, FOPIYYIa•• NOTE: MDM "B" T-O" OR M MNNLNE ROADWAY SHOWN ON TYPICAL SECTAON. RRJ w PLAN VIEW MARLINE ROADWAY SLOPE 1O PMABOl1C WIVE T. DOUROPTIOF SHICFLOM EER A ex NM. BABA CHANA YAfEINE ROADWAY--------- Ek MAX. ® ----- D SLOPE CHANA I o WE NO SCALE 2" SM-9.5 SURFACE COURSE 8„ 21-A / BASE COURSE v�/, �� /���%j/ COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE (5' MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 51111 COMMERCIAL ENTRANCE ® CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE. SECTION A - A TIC CONCRETE SECTION C-C GENERAL NOTES L WHEN WHY!15 USED FOR STREET COMECTMS THE CONECTION MUST BE DESIGNED IN ACCORDANCE WITH AS INTO POLICY AND WE APPLICABLE REQUIREMENTS OF THE VWT ROAD CHECK M NIUML. INCLUDING SIGHT DISTANCE MM MEN". Y. WHEN THE ENTRANCE RARE CANNOT ACCOMMODATE TIE TAKING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE OEM FOR SIDEWALK M CURB RAPS WRIN THE LINTS OF THE RADISHOULO BE INCREASED To P. 3. MIEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FMF ON WE STANDARD E TO BE ADJUSTED TO MATCH WE MONTABLE WRB CONFIGURATION. 4. SEE STANDARD CO-12 FOR CAR RAP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWREGIMEPIN INE MAY REGIME WAITING OF PORON P CUTTER TO PRECLUDE AMONG P WATER. ENTRANCE NOTES S. PLANS ARE TO INDICATE WHEN CONSTRUCTION P A ROW LIKE IS RECURRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MANLIKE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LIKE (EXCEPT MY SUBGRADE STABLIZATION REWWD FOR MAIUNE PASTRAMI WON CAN BE WITTED N THE ENTRANCE.) 8. RADIAL CURB P COMBINATION! CURB AID CUTTER SHALL NOT BE CONSTRUCTED BEYOND THE RAW ME EXCEPT PER REPLACEMENT PURPOSES, 9. THE DESIRABLE ND MAXIMUM ENTRANCE PARE CHANCES OR ME LISTED IN THE ALLOWABLE ENTRANCE GRACE TABLE. THESE VALUES ARE NOT A CAR£ TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRACE CHANGE D' DESTRABLEI MINIMUM HIGH I MGM THAN 15W VIED Ox 3x MEDIUI SW -NSW VPD RS% I% Low l£SS TURN WO VPo 58x 8x NOTE. AADW. er1. 4RFLE FARE Is NOT APPLICABLE TO STREET CORRECTIONS CONNECTION FOR STREET INTERSECTIONS E VInW;aK ESEVATION VIEW NADRAX DIVISION GRABER MANUFACTURING, INC. ((NBpt 1 (BBD099�� WAUNAI(EEI,�WB111gg$.397 WVWW.hNOO ABL OM PEAIAILSALESGMAD CON CHECK DESIRED MOUNT D ;DRAX) ;�_S X S X LB'THICK 2 EA aF SO. HOLE TYP. S LAGBOLT A -a -CONCRETE ❑ IN GROUND MOUNT (NB) ❑ SURFACE FLANGE MOUNT (SF) SECTION VIEWS PRODUCT:UX1Bh10(SF•Spl OESCRIPTCN:'U'BI RACK 2 MIKE, SURFACE OR IN GROUND MOUNT DATE: 8&14 ENG: SMC CONFDENTPL URAWNG AND WORMATION N NOT TO BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF GRMER MANUFACTURING. NG SPECIFICATIONS ARE SUBJECT TO CHANGE WTINOUT NOTICE, =14 PM ER MANUFACTURING, INC. ALL PROPRIETARY RIGHTS RESERVED. U4 a v14'Si I C POxTOFFxh SNAAE1 /,1L'. R vna �1 V oAxl v"1. 1 vM�TE LANE il. 6'WHITEUNE 4 WIRITEIANE 6 WHITE LANE 6' WHITE LANE y WHITE LANE 6 WHI -I STRIPING-�-{III- STRIPING STRIPING STARING STRIPING STRIPING W1TM e;urESE PSTREETAFE nx 5 iu�x�m 6' as B' wGl nirczGuxel rtuv¢ux¢ i,�i III- znnrtzvoxzTnennzez PivE1ANE1 KRev¢uOE, �x B 'FIG -FIG 1 0.s TYPICAL STREET SUCTION - PRIV,4TE R/1Y (STELLA LANE) .ZS MPH 1vzSI6!1V SPL''Llo NOTE: PARKING TO BE PROVIDED ACTH BUMPOUTS (NOT TO SCALE) ALONG ROADWAY. 4P!EAW1Y 0HOLETYP. 12112" LAG BOLT CONCRETE E SURFACE GUSSET MOUNTEG) UPCHARGE NOTES: I. NUXLNIEPACK6 ACCG UW TOMMUFACTURERSSPECIFIW IONS. 2. CONSULTANT M SELECT COLOR(FNIS).SEMMUFAMURER'SSPEOFlCATIONS. G. SEESFREPIANFORLOCATI(NORCONSULTOWNER. HH Lic. No. 035791,a 7/26/21 4 rVIAL S 0 Z O J (� H a I / N Z Z O) OZ J O 1a-1 TT y In F ^� > z w EL' N W ce r N L9 TT V/ d UI 3 1 _ M z Z N z Er c,4 � LL C:)w WN ~ Q W > J W Q z> �� w z O ~� 9Q 1 LLJ Q zT U V Lu W I �Z o Y U z W O ul U) co Lu J LU I F� cU) = LU O Jam V 0 C:)IE E O N u BILL! J F- ,w1 w w a JOB NO. 182150 SCALE AS SHOWN SHEET NO. 8 it PRE- AND POST-DEVELOPMENTSUBAREA AND OUTFALL SUMMARIES X, � 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 into Inter into Inter Channel Protection Compliance / V \ (Po f Interest) (Po f Interest) omplian Limits of Analysis for Channel Protection Flood Protection Compliance Limits of Analysis for Flood Protection 1A I I IIII ! ��SCOTT R. LLINS l�JTHIS PORTION OFSTELLALANEIS _�A� __ — ` ®.v....., O ti �® L) Lic. No. 035791 TREATED UNDER WPO 201800086. THIS _ PLAN IS CURRENTLY UNDER REVIEW AND ! �� _ — ! `0 "0� 7/26/21 NO MODIFICATIONS ARE PROPOSED TO ® O� THIS AREA &ITS TREATMENT. / - �� ���-�_� i %S _� L PROPOSED SWM FACILITY �s Ol DPLA = ®® &ACCESS EASEMENT TONAL E S N IMAPPEDFLOO IN,__ ®®®® TYP. ®® l -- Il_. �I I �■ ����._ -� TO POI #2 --- - - 0 PROPOSED CONCENTRATED #ONC � , ENTRATED 0] #2 a �� I �v ,�\\ ���� IIIII I I I,I (� ,-!■ \ � � �' � � \ _ V�..�•• � �' ✓ 100' of oLF w o ELEV.1.5 _ 160 OF CONC. FLOW w A ELEV.=2 �i A z IIIII I I'- I III THIS AREA (BLOCK 4B) RECEIVES STORMWATER \� 425' OF CHANNEL FLOW �� \ {/ �� ® 1 O QUANTITY AND QUALITY TREATMNT UNDER i - / ! I I 0 1, / < �• ■ - APPROVED WPO 201800051 NO MODIFICATIONS \ ■ v T�`b � �` --� V 1\ \v� J �� III I I ARE PROPOSED TO THIS AREA &ITS / 111 �� , ��/Ca �� U STORMWATER QUANTITY TREATMENT. THE ¢� /i -- \ - WATER QUALITY TREATMENT WILL BE SLIGHTLY ' IMPACTED WITH THE REMOVAL OF LS-11. A� 1-.� = \�, --- PROPOSED _ ���� �� § 0 !n \ 0py 0 U U J \ PRE-DEV. \ LOCATION OF PROPOSED WETPONP -� p a I I ', O Z SUBAREA B \ \ 'WET POND B' TO REPLACE —� 7.20ac. A\VA\ UPSTREAM ST / ��A I I 1 �0 ®- Z Tc-0.27 hrs. \ ��/ ����;A / / uILI /� / I ® I ® PROPOSED EXPANSION OF I� of . /.. ..� �. - . ..,...'il / /v / ® ® THE APPROVED LIMITS OF APPROVED �� �� �� ® i, ® DISTURBANCE UNDER WPO _ A 201700037, AMENDMENT #2 \ _ C II _ W APPROVED ED� / , III / ® \ 0 NOTE: / TH THE FUTURE 5 ■ —�` 1 — DIVERSION FOR PHE FUTURE DEVELOPMENTTREATMEN/ , / \ ®® \ \ TOWN CENTER, APPROVED BLOCK ASSOCIATEDTHE LIMITS OF DISTURBANCE & APPROVIED SALAMANDER _ �I -�II //� - — — - - OF THE -TOWN CENTER. IIIIII ® 0 STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL __ROADS, BUT EXCLUDES BLOCKS SA, 8B & 4A SINCE THESE ARE _ ® 0 RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP AS / ® PLANS. THIS 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY ... .. DEFINES THE VRRM WATER 0 REQUIREMENTS ASSOCIATED DRWITOHR HIS PLAN (i.e. FUTURE _ _ \ \ raj TOWN CENTER, BLOCK 5 & SALAMANDER STREET).APPROVED is 0 t3 \) ®0\ 0 DISTURBANCE UNDELIMITS OF WPO � � I 454 ,a / —_ _---_---_--_ —--_—_ A �\ ����.����� AAA 0 17000 MEND a 44 0 ® 20 37, AMENDMENT #Y I I ��c� /� ■ � �� �� ® © _ Q � WETLANDS, AL O N 100' OF ELF w 0 ELEV 1.5' �I ^0. NP. v/ i I i i 950' OF OONC FLOW w/ A ELEV 10 _ ■ G' ® 400 OF CHANNEL FLOW DOWN THE EMBANKMENT ■ r �A ����! ' ERENNIAL 0 I XN STREAM !_� I ■ v I SUBAREA A �� III 3 �� / / 1 v I� ■_:- PRE-DEV. \ 0� ,;, ■ SOUTHERN &WESTERN PERIMETERS CN-60 � 16.25 ac. o _ OF SUBAREAS A & B ARE DEFINED Tc=0.41 hrs. I II I I \L9 BY APPROVED WPO 201900004. 0 1 \vim IIII A \ ■ I I� , / a .■ .��,,w� \� �� )` o� �vco III!VI \I I I�I 11 \ V_FF -------- - ---! ....• %� •.�� —,• ~® A !�� `\'�� Z Z I i I THIS AREA (BLOCK 4A) RECEIVES STORM WATER ! W ` LAPPROVE OF\„r �l;' � 11 1 III 111--- I 1 I QUANTITY AND QUALITY TREATMENT UNDER , Z -�: l /1I l ''� fop rD' 0 I, \\\ \ / I / / I i I I\\ (� APPROVED WPO 201800061. NO MODIFICATIONS ," -� / _ ' 2 ® I O a 1 ARE PROPOSED TO THIS AREA & ITS f 3 ' O I ® ®0 \\- �' I p ■ STORM WATER QUANTITY TREATMENT. THE - >� II > �- ^��0 ® I 0 V A / I _ WATER QUALITY TREATMENT WILL BE SLIGHTLY �\ _ I —�� - - I I - -- " - PROPERTY 1 \ ,\\°___ / 11 I I 5__ __ \\ OI #1 LIMITS, TYP. / / I I \ \ I O ti 1■ IMPACTED WITH THE REMOVAL OF LS 11. J. - J I ! - _ ® \ III\ \\\ \\ ..,\ NUJ APPROV D POND 4 o --e= \ IIV II \ ! 3 y CONCENTRATED 0 _ I KI _ - OUTFALL TO POI #1 ® - V A IIIII Ill/ II \ \ ■ I I I lUa� I / / I �/ \� \ / �� _ \ \ \ !� -- N w c® \\ �= \\\ ! � � I � \ \ \\ \h i — � r /� C ;_ ®� �'\ Lv I / \ \�_ \\ P \! \ I ® c \ y / J \\\\ \� �� W \! ` U� : \ ��h LU Q a o , ®:..�If\ . / / I \ \\ PRESERVED STEEP ® \ / .�.., J �n J I I � � SLOPES, TYP. / 0 III IIII _ I I �� ■-- � / / � i i _ !v Z: \ �1 = • / ��/\�� �\���� ! \ 11�' _ _ > � Q GRETNP AY, \ ®® \ - \ s L, 00 0 '. I�u pi // ®® s� 0®®®� � THISLU \ J/ QUANTITY ANDQUALMTREATM NOTRUNDERER - -\ -_ APPROVED WPO 201900004. NO MODIFICATIONS \ \ II \ _ \ 1 I I I \ / \ \\ \ \ \\\\`.. ®® ' / � salp- EA® o \\ I i' ARE PROPOSED TO THIS AREA &ITS /' J \\ N 1 \ \ r.- - \ \\ �\ ® Goo N ' STORMWATER QUANTITY TREATMENT. THE JJ \\ hl WATER ACTEDQUALITYW TREATMENT WILL BE SLIGHTLY \ I \ \ \ \ \ v ` J \ ® < V IMPACTED WITH THE REMOVAL OF_LS-11 / � 4, ' :' � \\ � � M1� +._ ' `_ , :. / = '',I I I I I I I \\ \ / -\ ! \\ �\ \ �\ \ j ®0® I M � - t ( I \ O . �- / ���_ �� o �V�4�4�2= THIS AREA (BLOCK 8B) RECEIVES �/ L �, VA /'s \\� �� �' �; ,� SIUK11WAILK TREQUANTITY AND \\\ ��• \ A ./ ��;, �� ��---w�! W ,A QUALITY TREATMENT UNDER1— \\ 1 \ '� \ _ \ �� • I i� �\ '�V APPROVED WPO 201800080. NO /! g k)`. A \\ _� �—V �� �F�OL ® �� Z --_- MODIFICATIONS ARE PROPOSED j TREATMENT. � \ll III ��'��✓' �I L. �� ��� _� ..�- _ a/ .� III 11I11 1 I II 6= _ _!\� _= �%4 �� -� %a 4�� - - - — W o ��� ���v _ ,�E� w J IIII 1111 \\� �3 -o9z_ - �! �� NP� Z / _ �' �i� � 'T� \ v %/l��=/iid / _ / V� - v� Z w III\ I �\� PRE -DEVELOPMENT SWM NOTES: W 1 o �! s . .; 111 !� y3 ! I / —��_ �„ APPROVED POND 4 PROVIDES SWM TREATMENT FOR BOTH THE TOWN ro.LOGG OU CENTER (CONCEPTUALLY SHOWN ON THE NEXT SHEET) AND THE APPROVED O � IIIII'\ \�`— 'I;��°°%_� BLOCK 5 &SALAMANDER STREET SHOWN ON THIS SHEET (WPO 201800050).. — /°°°°° � s/�'/-/� � -- ° � �� / / // �/ 2. APPROVED POND 4 WAS OVER DESIGNED FOR ITS WATERSHED (WHICH � coINCLUDES BLOCK 5 & SALAMANDER STREET) SO THAT IT COULD ALLOW FOR FUTURE DEVELOPMENT TO DRAIN TO IT. THIS PLAN SIMPLY CONFIRMS N APPROVED POND 4 CAN ADEQUATELY HANDLE THE ADDITIONAL FUTURE 1111111� // � i � _ ��l� `,.____••!! !�! e � .••< � �� — / � � / A — / � / �!/� 11 TOWN CENTER CONCEPTUALLY SHOWN ON THE NEXT SHEET. / !�� _ / ��� 3. BECAUSE APPROVED 'POND 4' TREATS THE FUTURE TOWN CENTER BLOCK 5 & �� —_ SALAMANDER STREET, THERE ARE NO PRE -DEVELOPMENT IMPERVIOUS AREAS w DRAINING TO APPROVED 'POND 4' IN THIS PLAN's PRE -DEVELOPMENT o ANALYSIS. THE IMPERVIOUS AREAS SHOWN ON THIS SHEET DEPICT THE CL LO JOB NO. APPROVED PLANS, BUT ARE CONSERVATIVELY NOT TABULATED IN THE ;� /� PRE -DEVELOPMENT ANALYSIS OF SUBAREAS A & B. SUBAREAS A & B WERE 182150 / ANALYZED WITH A 25% WOODS & 75% GRASS LAND COVER TO REFLECT SCALE \\ IIII A = PRE -CONSTRUCTION GROUND COVERS. 1 „_120' 4. SUBAREAS A & B WERE USED IN THIS PLAN s CHANNEL & FLOOD PROTECTION — �- / ANALYSES FOR THE FUTURE TOWN CENTER APPROVED BLOCK 5 & APPROVED Oi-11 / / / / i SHEET NO. N I\ / EVEL SPREADER (LS-11) ORIGINALLY APPROVED UNDER / / / \\ �SALAMANDER STREET. _ \VVV WPO 201700037 AND REVISED WITH WPO 201800013 � \/ � � !1 L1 7 / / / 1 1 Section B.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 6.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.b (10-yr. Post Flow < Pre Flow) N/A (10-yr. Post Flow < pre Flow Satisfied) STORMWATER MANAGEMENT NARRATIVE: r�+ i I l l I OVERVIEW: 1H QF III�/I III _. - _ \�,`� w' ®® `" THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS I,., I III �� / / \ .•X ® - _ _ - ® I\ \ I / l \ PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJECT'S PROPOSED AND FUTURE IMPROVEMENTS. '!•' I \I = \__ - / - gy / ® I \ / / III Il THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWM REQUIREMENTS. �SCOTT R. LLINS� i \ \ \ I THIS PLAN MEETS TWO PRIMARY OBJECTIVES. THIS PLAN PROPOSES TO PROVIDE STORMWATER 0 _ rHls of srELLA LANE is , - - NOTE: HIS lA OUT I FOR MASTER PLANNING OF THE STORM WATER ® ® ` I I / I Ci L1C. NO. 035791 � \ \ TREATED ENDER WPO 201800086. THIS �- MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR s. \ I I \ \ I I, ( / , , / ` 1' \ ) I I ' QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, N WELL II \ ( / I \ ) / 14 I, AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN .d 4 PLAN IS CURRENTLY UNDER REVIEW allo GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY \ \ � 7/26/21 ty II I NO MODIFICATIONS ARE. PROPOSED 70 \ (/ \ / I 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 ® `"� / RoaoseD SwM FaaLlrr \ \' I\ \ /\ \ \ \ UNCERTAIN. HOWEVER NOW THAT IT IS MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE GS , ' ORDINANCE a & ACCESS EASEMENT \ ` \ 1 S10 E� A V \ PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWM FACILITIES, ITS NEED HAS NAL DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF - is i ? � - -._ --� -, ' - ,MAVPED FLQODPL�N, ® I FROM A PERENNIAL STREAM IS NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND /TYP,- - - WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. ®® s \Y \ �I I = _ - - WATER QUALITY SUMMARY IT IS ENVISIONED MM NED THE FUTURE TOWN CENTER, WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN, ��\\\ I I I I, I �'� ■ �� -� PROPOSED CONCENTRATED- a ® \ \ WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs/yr. THIS PHOSPHOROUS \ I �I -. ■ - I I I \\ \� \ �6.Q� Ra \ \ OI #2 I�--.----- _: '\ - ® _ ® LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES. THE APPROVED POND 4 AND ♦ \ OUTFACE #z ro P DI az �� ^ - ® O ITS LEVEL SPREADER HAVE BEEN EVALUATED WITH THIS PLAN's CURRENT/CONCEPTUAL TOWN CENTER J \ �\ I 1 1 1 1 I II \ /✓ �- _ -. % ��� - '��:- ®® -- -:.; ® \ AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER I I � I �J / � \ _ \ �:t - - ' "�"' " "`.. _- - _ _ __ � � \ `� -✓; - - ®®\ ® \ � WILL REMOVE 25.70 Ibs/yr OF PHOSPHOROUS. ALSO, A NEW LEVEL II 'WET POND B' WILL REMOVE AN ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 Ibs/yr(25.70+8.53-29.94). r III �� y ■■ ( 0 20' OF OLF w/ A ELEV.=4' / ^ - �� O �- - IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL \�/IIII •...'. I -. I (/ \ _.` -\ J �, �..• \ \. \ 20' OF CHANNEL FLOW DOWN / �--- \ \ - \ \ ® � U r.� � _ � � PHOSPHOROUS REMOVAL FROM THE ELIMINATION OF THE LEVEL SPREADER, LS-11. PER THE \ THE EMBANKMENT II I I \ \ / \\ ® \ II II I I I I ■ D3\\ iI ■ ��� , APPROVED WPO PLANS ANALYZING PHOSPHOROUS DEFICIT OF 2.21 Ibs/yr. IS GENERATED THIS AREA (BLOCK 4B) RECEIVES STORMWATER FROM THE REMOVAL OF LEVEL SPREADER LS- zO QUALITY TREATMENT UNDERV APPROVED WPO2080051. NO MODIFICATIONS J - IN TOTAL, THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08 � o_ ARE PROPOSED TO THIS AREA & ITS •' - - - - - - \ A o I / V I '�, Ibs/yr PHOSPHOROUS (4.29-2.21). THIS 2.08 Ibs/yr PHOSPHOROUS CREDIT WILL BE APPLIED TO STORMWATER QUANTITY TREATMENT. THE \ I I Q ° ' ? '.I - _ -��_ \�� ®� I I / i t ; ; BLOCKS 9-11 CURRENTLY UNDER REVIEW WP0201800086), WHERE ITS BLOCK 11 IS LOCATED U) CO I WATER QUALITY TREATMENT WILL BE SLIGHTLY ` \ ;; -- ,-iV �` I ® t / !t ! I, I A --- IMMEDIATELY ADJACENT TO THIS PLAN's WET POND 'B'. z 0 � �A IIII I II IMPACTED WITH THE REMOVAL OF LS-11. v� v L ' ) III I �T Q I I r I I I I II I I I t1 II I , 'J III RI \� O z co IIII m �n n \ I V II L 11 ; I I I I III\\II II I\ �II IIIII �0 IIII�II II � 111 II � I 'I�) I I I IIIIII/) IIII ,I 1�11 IIIIII II I I I I I �III IIII `� II III III \\ 111 ,I °II\� III \� \ II III \\VA\ IV 11 \ 11\�VI IIII I IlI I \IIII I I IIIII 1\IIIII\I I� IIII \ I II \ \\\\ IIP IIII IJ /II I U III\� I�I IIIII W U U \ \ ,., --1 • .1... I) © WATER QUANTITY SUMMARY O Z Q RaL, ` - - - i I ® I I THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE V II CN-9 , -- j ) ® AT IN WET PONDS. APPROVED 'POND 4' TREATS SUBAREA'A' AND'WET POND B' TREATS j 'Z c .11111 - SUBAREA 'B'. BOTH SWM FACILITIES HAVE CONCENTRATED OUTFACES WHICH ESTABLISHES THE w SED EXPANSION OF THEE AO PROVED LIMITS OF #2I CHANNEL PROTECTION COMPLIANNTS OF INTEREST (POI). CE EPONMET OR POI #1 &POI #2 VIA 9VAC2U5-870-66 INS TO POI / DISTURBANCE AMENDMENT WPO y � I I _ _ "� I ' 1 � � %� ' -� � / I " SUBSECTION B.3.a i.e. THE ENERGY BALANCE CALCULATIONS). FLOOD PROTECTION FOR POI #1 IS / _ 1 J f \ ,,/ / ® zov00037, AMENDMENT #z ',,- i MET VIA 9VAC25-870-66, SUBSECTION C.2.a WITH A LIMITS OF ANALYSIS SET BY SUBSECTION C.3.c �/� 1 / h _ II \ � I ® ' � � --'�' � (i.e. APPROVED POND 4 CONTAINS THE 10-YEAR DESIGN STORM AND ADEQUATELY RELEASES THE RUNOFF THROUGH MANMADE PIPES & RIPRAP TO A MAPPED FLOODPLAIN). FLOOD PROTECTION FOR W � L- NOTE: I POI #2 IS MET VIA 9VAC25-870-66, SUBSECTION C.2.b (i.e. WET POND B RELEASES A 10-yr 5O - - - - - / - ■ / �j \ ® \ NTHEOT LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE POST -DEVELOPMENT FLOW LESS THAN THE 30-yr PRE -DEVELOPMENT FLOW). -- \ _ - T OWN CENTER APPROVED BLOCK 5 &APPROVED SALAMANDER ' ' - - - - - - - - _ _ -- - - ■ =� a=_ STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL Q U FROM A STORMWATER QUANTITY STANDPOINT, THE REMOVAL OF LEVEL SPREADER LS-11 DOES NOT _ \ • -- -- - - � - ` �' F _ _ _ , ® ROADS, BUT EXCLUDES BLOCKS 8A, BB & 4A SINCE THESE AREAS RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS-11. CHANNEL AND FLOOD PROTECTION a 1 - - J ,■ IIII ® \ I COMPLIANCE FOR LS-11's AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN PLANS. THIS LIMITS OF DISTURBANCE BOUNDARY VRR B DEFINES THE VRRM BOUNDARY FOR WATER QUALITY THE APPROVED WPO PLANS. IN ACCORDANCE WITH THE MOST RECENT APPROVED WPO 201900004's ■ I \ 1 REQUIREMENTS ASSOCIATED WITH THIS PLAN i.e. THE FUTURE SHEEP C-901 CHANNEL PROTECTION IS MET FOR LS 11's AREA POI 11 VIA 9VAC25 870 66 SECTION s sr I -- E - \ TOWN CENTER BLOCK 5 & SALAMANDER 8 ER STREET). - - � C ) 6.3.a i.e. THE ENERGY BALANCE CALCULATION AND FLOOD PROTECTION IS MET VIA 9VAC25 870 66 \ o .c (i.e. ADEQUATELY CONVEYED THROUGH THE STORM SEWER _,__-__ APPROVED LIMITS OF NETWORK SECTIONS C 1 & C 3 RUNOFF IS _ __ _ �P 1I i, NEFWORK TO A MAPPED FLOODPLAIN).THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY SUBAREA -A O®� ® Dis7uRBANCE UNDER WPO -A CHANGES, OR ADDITIONAL REQUIREMENTS, -ram +� ' •z, _ _ - ® 201700037, AMENDMENT #1 `' N t \ - - ■ ■ ■ "4- Q NTS, ASSOCIATED WITH THE REMOVAL OF LS-11 . � CD 17.04 ac. � CN=86 �� - - - �� �OWETLANDS,\ \ O N 10 - TYP. MHU _ - ■ o, / vv� ���' ���II �I II�IIII'll�l I I ";., _--PERENNIAL -;• ■ v � � I � � '• - I L-__. . � � C®`... STREAM., _.. ,.. IIIII\\I I I I I I I � I � - - � ■ \ II IIII; -� � ■ � � I� \I .,� P. � \ // II �..► , v III �III�II i • A ®®®� I \ 144 SOUTHERN & WESTERN PERIMETERS - _IL ''- - _ \ %A - ® V - ', I t, ,.T' - -OF SUBAREAS A&B ARE DEFINED - - �_ •\'I,�II��� I I� 1 -_.. �(/\/) <. A � ��V A-� � L9M f _ Y\ _. BY APPROVED WPO 201900004. _ _------� 145' OF CHANNEL FLOW DOWN - �' .III tl t, I I m1 / " C \ \ \ -' e - 1 i T- \ (■ I \ • \ v v © � �vvy 1 I�� ti LLL_ THE EMBANKMEN I� `,�V / .A ". ®�\ \_� - j II I III �J1� IL • • \ - I ` II �. ���� 3 ���\ _ v� O� \� �� II u _ a� 71 cyi ��� � CN THIS AREA (BLOCK 4A) RECEIVES STORM WATER \ \ QUANTITY AND QUALITY TREATMENT UNDER APPROVED WOO I 051. NO MODIFICATIONS ARE PROPOSED TTO THIS AREA &ITS \ V - �"^y_ h ( "'ELL ----- ® A II `•' --_ � llllllllV( \ STORM WATER QUANTITY TREATMENT. THE --- I WATER QUALITY TREATMENT WILL BE SLIGHTLY'----.----_- PROPERTY \ V / I �, �_ .�' A■ THE REMOVAL OF LS-11. A i::. /� ( - ® ®� A� II IMPACTED WITH I #� „a LIMITS, TVP. _�, �.� L PO �D_4�� ® � � -__ � \� �"c � �[.`:%''O1®/I \\'�A\ V�-__� L / A _ I II I ■ _„� '� � �,\ � I / I I / \ �-,��?�,�'�/Ti:y�=BALL TLLPEH„#1 \\\., � ® �®�i \�.. \\ \\ `�_ l �.. U. \\\\\ ` \ I4 W v � ��� \v � v� _ _ N IIIIIII \ \ \■ / I I I I J 3 \ \ ��J \ / / / I I� I I I J 1 / 1 I I I I �`i\ -�\\� =� \\ 1 .vv�.® ® QJ Jv• W P5�EP �E> -4V v �wQQ RVEDST E��Y��O> Q GREENW Y, W _ - -- w IIII \ \\ THIS AREA (BLOCK 8A) RECEIVES STORM WATER / \ 1 \ / \ /' ; / \ I I I \ / / \ \� \ \ \ \ \ \ \ 0 \ �� O� ~� QUANTITY AND QUALITY TREATMENT UNDER / \ \ I ��� \ \ �� V A \ ®® A �� ® 0 APPROVED WPO 201900004 NO MODIFICATIONS 1 \ I / \ \ \ \ ARE v\ I I / V ® A O �� S s���� PROPOSED TO THIS AREA &ITS n A\ \ �\ '�` \ I I I I \ \ �� VA \ �` \ ® '-/� / m 1 ®® 0 II \ •, / STORMWATER QUANTITY TREATMENT. THE \ 'I \\\ /1 \ i:. / - �� \ \\ \ \ 1 \ \ \\ \ O \ / L9 < U WATER QUALITY TREATMENT WILL BE SLIGHTLY IMPACTED WITH THE REMOVAL OF LS-11 ,-1 � / U A / • o 432-426- , / - _ U THIS AREA (BLOCK 86) RECEIVES I 1 1 QUALITY QUANTITY AND W O s TREATMENT UNDER APPROVED WPO 201800080. NO f i �� W q/1E _ TO THIS AREA & ARE PROPOSED / j ) _- �- - MODIFICATI I\ �- / \ / \) - \\�_ &[TS TREATMENT. �..\\\\ \ \\\\���- �\ l) \\ �� V��� �� �\ Ul 0 W 34LU irl t J / \ \ Post -Development Impervious Area Summary II C \/Uj \� \ \� � �I / - � � - �. � / j �SubareaA p11�\ ' ��/� ��_�•.Roads & Parking Lots 277,975 sf jBuildings 163,225 sf Q LL \\ s aii \� //j / j A / / Sidewalks 59,875 sf M�..�•� VA W - »J \ \V __ - / ��� / - - \� V ° _- - - - � 501,075 sf C� w .................. °° \ \� _ / \ - / / / CD Post -Development Impervious Area Summary w II�Subarea B \ \ 1i.• �� % ° / / \ \ i / \ / /� d WATERSHED SUMMARY FOR SUBAREA A Roads & Parking Lots 140,225 sf U F- Buildings & Pool Area 69,475 sf w iFlow,w Area 1 ear Flow, 2 ear Flow, 10 ear O Y Y Y z ONSidewalks 5,975 sf ac. cfs cfs cfs Im 215,675 sf JOB NO. DA A (Pre-Dev.) 60 16.25 2.83 6.07 20.62 \� APPROVED LS-11 (NOT YET DA A (Post-Dev.) 86 17.04 0.34 2.17 54.09 182150 CONSTRUCTED) IS PROPOSED TO BE \ �A �� Overall Acreage Summary V A REMOVED WITH THIS PLAN. SEETHE j A / r/ / VRRM Post -Development Impervious Area Summary SCALE \ \ SWM NARRATIVE ON THIS SHEET / // / �- �` �� \ C� // FOR ADDITIONAL INFORMATION. i �+ /' ✓ i / Pre -Development Post -Development WATERSHED SUMMARY FOR SUBAREA B (Boundary defined bythis Project's Limits of Disturbance) „_ , ° - Area, ac. Area, ac. ON Area, 1-year Flow, 2-year Flow, 10-year Flow, Roads &Parking Lots 421,925 sf 1 � 2� - _ of-u � DA A 16.25 17.04 ac. CfS cfs Cfs Buildings & Pool Area 239,350 sf SHEET NO. EVEL SPADER (LS 1I) ORIGINALLY APPROVED UNDER / / \ DAB Pre-Dev. 60 7.20 1.52 3.32 11.31 Sidewalks 58,725 sf W PO 201700037 AND REVISED WITH WPO 201800013. -� / j \ �-� DAB 7.2D 6.41 ( ) 10 w / 23.45 23.45 DAB (Post-DevJ 90 6.41 0.20 1.04 11.18 720,000 sf