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Home My WebLink AboutSDP202000070 Plan - Submittal (First) 2020-10-26GKIVE tAL NOTES OWNERS: TMP04600-oo-oo-oi9B6(PORTION OF) CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE,VA22901 DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREETSE, SUITE 201 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 TAX MAP: 04600-oo-oo-oi9B6 (PORTION OF) D.B. 5346, PG.:252 36.37 ACRES (BLOCK 1B =11.48 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA2015o0007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY DISTRICT (EC), AIRPORT IMPACT OVERLAY DISTRICT (AIA), AND PRESERVED SLOPES & MANAGED SLOPES OVERLAY DISTRICT SUBJECTTO CONDITIONS OF SP201500025 SUBJECTTO PROFFERS OF ZMA20180001-1 TOTAL PROJECT AREA: BLOCK i- CODE OFDEVELOPMENT PARCEL AREA =i2.oACRES BLOCK 1A - 2.293 AC BLOCK iB -11.48 AC PROPOSED USE: BLOCK iA: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK iB: 210 MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE AND ICE RINK BUILDING BUILDING #i: (3o) ONE BEDROOM UNITS AND (38) TWO OR MORE BEDROOM UNITS BUILDING #2: (30) ONE BEDROOM UNITS AND (36) TWO OR MORE BEDROOM UNITS + COMMERCIAL SPACE (2,65o sf) BUILDING #3: (34) ONE BEDROOM UNITS AND (42) TWO OR MORE BEDROOM UNITS BUILDING #4: ICE SKATING RINK (31,850 sf TOTAL) - (NOTE: RINK AREA IS 16,372 5f) FUTURE BLOCKS: RESIDENTIAL (MIN. o & MAX.166) AND NON-RESIDENTIAL (MIN.5o,000 sf & MAX.230,000 sf) USES NOTE: THE NEIGHBORHOOD AMENITY AREAAND LINEAR PARK CIVIC SPACE #1 DESCRIBED IN THE CODE OF DEVELOPMENT (PAGE 22) WILL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCKS 1, 2 & S. BLOCK CLASSIFICATION: BLOCK I: NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM) To 408 UNITS (MAXIMUM) - 3 DUA TO 34 DUA FOR THE PARCEL BASED ON 12.o ACRES PROPOSED DENSITY: 210 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 1B) WITHIN 11.48 ACRES BLOCK 1B DENSITY = 21013.1.48 ACRES TOTAL BLOCK 1B DENSITY =18a9 DUA REQUIRED OPEN SPACE (BLOCK I): CIVIC/PARKS = o AC GREENWAY=oAC OPENSPACE=o.oAC BUFFER=o.oAC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: PHASEIB: 1.67ACGREENWAY BUILDING HEIGHTS: NO MINIMUM HEIGHTAND4 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 1s FOOT FRONT SETBACK OR SIDE SETBACK ADJACENTTO A STREET. SETBACKS: FRONT: NO MINIMUM AND 30' MAXIMUM PORCHES: THERE IS NO MINIMUM FRONT SETBACK FOR PORCHES, PER SECTION 2.3.2.1 OFTHE COD SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF j.8'FROM THETRAVELWAY (SEE DETAIL ON SHEET5) 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 FOOTPRINTIN BLOCK 1B=31,85o SF) LOTSIZE: NO MINIMUM LOTSIZEAND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OFTHE SOUTH FORK RIVANNA RIVER AGRICULTURALIFORESTALDISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN NOVEMBER, 2019. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2019. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENTTO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 1 SHALL BE DEVELOPED IN AT LEASTTHREE (3) PHASES. THIS IS THE SECOND PHASE OF DEVELOPMENT FOR BLOCK 1. RECREATION: NO RECREATION SPACE PROPOSED WITH THE DEVELOPMENT OFTHIS PORTION OF BLOCK 1. CIVIC SPACE #1 SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK 2, BLOCK 5, AND THE REMAINING PORTION OF BLOCK 1, IN ACCORDANCE WITH THE BROOKHILL CODE OF DEVELOPMENT. PARKING: RESIDENTIAL PARKING REQUIREMENTS: (1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT = 94 ONE BEDROOM UNITS x 1.5= 241 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT =116 TWO OR MORE BEDROOM UNITS x 2 = 232 PARKING SPACES REQUIRED ICE RINK PARKING REQUIRED: (i) PARKING SPACE PER Zoo sf OF RINK SPACE=16,372 sf OF RINK SPACE / 200 sf = 82 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 455 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED:473 PARKING SPACES (4%EXCESS PARKING) BICYCLE PARKING REQUIREMENTS:1 SPACE PER EVERY 5,000 sf OF RETAIL SPACE 31,85o sfI5,000 = 6.4 BICYCLE SPACES REQUIRED BICYCLE PARKING PROVIDED:7 BICYCLE SPACES PROVIDED BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 4. FLOODPLAIN: THERE IS A1oo-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2o16o0004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OF THIS DEVELOPMENT. RETAINING WALLS; RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHTAND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREETTREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA LANE, LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OFTHE COUNTY CODE. TRASH: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT BUILDINGS AND ICE RINK.. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS: OPEN SPACE: o.00 AC (o.o%) BLOCK 1B DEVELOPMENT LOT:11-48 AC (100%) IMPERVIOUS AREAS (BLOCK IBONLY): TRAVELWAYS/PARKING: 4.39 AC (38%) SIDEWALKS: 0.43 AC (4%) BUILDINGS: 2.29 AC (20%) GREENWAY:1.67 AC (25%) LOT AREA/LANDSCAPING: 2.7 AC (23%) TOTAL:11.48 AC AFFORDABLE HOUSING: AFFORDABLE HOUSESTO BE PROVIDED IN ACCORDANCE WITFITHEAPPROVED BROOKHILL PROFFERS, SEE SHEETiA & :LB. TOTAL PROPOSED UNITS: 32 UNITS (15%OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 32 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 32 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAYBE IMPLEMENTED AT THAT TIME. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION i MASS GRADING VSMP PLAN AMENDMENT#2 (WP0203700037) BY COLLINS ENGINEERING. THE PLAN IS CURRENTLY UNDER COUNTY REVIEW. NEEDED FIRE FLOW CALCULATION: CLASSI -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =a.5 TOTAL GROUND FLOOR AREA = 20,290SF TOTAL AREAS OF OTHER FLOORS = 29,580 SF TOTAL BUILDING AREA: 39,870 SF REQUIRED FIRE FLOW (TABLE B105.1) = 3,500 SF NEEDED FIRE FLOW (So%REDUCTION FOR AUTOMATIC SPRINKLERS) =1,75o BROOKHILL -BLOCK INITIAL SITE PLAN BLOCK d8 EXISTING STELLA LANE PUBLIC ROAD BLOCK 4A z w LS RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 1B "'F -7 �° YyFE -.1111MIN#� 1sWM FACILDI ro- milli cN' ha: el 49 8I PROPOSED APARTMENT BUILDING If 2, _-- (4 STORY 66 UNITS) a � BLDDK 16 I PROPOSED L - ® 0 - ;R1 I t. y I� H y ---------------- BLOCK 8B -1( i. I BLOCKiA J I L EXISTING - - ALAMANDER STREET BLOCK 19 FUTURE BUILDING FUTURE BUILDING -------------------- - - --- ---------- -- - ,FLJTNNRE U FUTURE Pool BLOCK6 GRAPHIC SCALE iw 0 50 i00 200 ( IN FEET 1 inch = 100 ft. NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2.. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.22. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. S. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND 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. PIMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 210 DWELLING UNITS ADT RATE- 7.32 VPD PER DU = 2538 ADT (769 ENTER/769 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 96 VPD (22 ENTER/74 EXIT) PM PEAK RATE - o.56 VPD PER DU =118 VPD (74 ENTER/ 44 EXIT) 11ililla POLO GROUN VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS 1B PROFFERS z BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5• OVERALL BLOCK 3. LAYOUT 6 SITE PLAN 7 SITE PLAN 8 GRADING, DRAINAGE, & UTILITY PLAN 9 GRADING, DRAINAGE, & UTILITY PLAN 10 NOTES & DETAILS 11 PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN 12 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN 14 TOTAL SHEETS BUILDING NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN �L PROPOSED HANDICAP PARKING SPACE STRIPING CIE PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR zoo 200 PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 TW 50621. BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS 11 PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT tl SCOTT7R. Cb3.LINS'Z ti Lie. No. 0357911E pow 10/26/20w4 �5'lounr. E1�GS z O J 'w E Q V/ �2 Z W ca In 0 OC) z IN4 L L z / w U W w 0 r ti ('7 z z N Q � ^J i N W O W04 N V / W > J w Qz _j w w z III L9 i O z� �'"� U W I w LUl U) O J CO ~ J z w J III U!^) 2 � VJ i J LU w Q O co 0C:) N U w J FF-- F w w O w a U) JOB N0. 182150 SCALE 1'F=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): 04600-00-00-018A0, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES- CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018AO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019131; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019AL 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 "Brookbill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations 41 and #2 on September 5, 2018 (the "Code of Development"). Capitalized 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 1, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty - sever and 57/100 Dollar, 5 447.57 other than a constructed For -Sale Affordable Rousing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective through a varier of housing es including but not limited to for sale units rental units J � Y g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify andprequlify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the 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 (12C) 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 (50'") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or 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 P Y b .( � ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either f) 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: f) 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 (800tb) 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 mad plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net Tent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the terns "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Tenn, the then -current Owner shall notify the County in writing of the conveyance and provide the name; address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. 0) 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 copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable 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 shal I 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 CC for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Ex en nses. 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 Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("'MST'). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year b a fraction the numerator of which shall be the MSi as of December 1 in the preceding P gY Y , P g 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 annul adjustment shall be $7,333.18 x 2017 MSI/2016 MSL Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars S7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due even though it may be less than the Minimum Cash Contribution HOWEVER the Y 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 of the first (I") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements. Generally. The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails. Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RW SA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General WarrantyDeed and without consideration fees le title to a parcel of land for public hi school and/or , anP P P P� such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 Lic. No. 03579111, s, 10/26/20 z O a k U CoZ W to OZ � o in r A L z ' w Ur 1=4 Dui li 0 M M N t� CY) t N O WN N W Lu Z> J_ LJJ 0 O U WLu U1U) LU ZLu � U) W JQ O 0 O N U I� w 0 O a W LL. LL O i U 0 MJ W J J H� 0 0�/ LML W JOB NO. 182150 SCALE N/A SHEET NO. IA L L PHASE II INTERSECTION IMPROVEMENTS PHASE I INTERSECTION YN/ IMPROVEMENTS Y PHASE II ROADWAY IMPROVEMENTS PHASE I ROADWAY IMPROVEMENTS m PHASE IV INTERSECTION C ON y IMPROVEMENTS 0 �f PoIDGWM1te ROAD 1 W 2 ` PHASE I (INTERSECTION PHASE IV ADWAY G MPROVEMENTS 1 IMPROVEMENTS PHASE I INTERSECTION IMPROVEMENTS INTERSECTION. • CONSTRUCT(o NEWWESIBOUND LEFT -TURN LANEON POLO GROUNDS ROAD WDH375� OF STORAGE • EMEND WESTBOUND RIGHT -URN LANEON POLO GROUNDS ROAD FROM Se OF STORAGETO WQR OF STORAGE • CONVERTRIO MLLS ROAD TDA RIGHTIN/RIGHT-OUT OPERATION. INTERSECION2 • CONSTRUCTASOUMBOUND ROADWAY, PROVIDING (o LEFT -TURN AND (a1 RIGHT -TURN LANE. • CONSTRUCTANEON POLO GROU DS LANDWI POLO GROUNDS ROAD WDHaSRFEETOF STORAGE ROADWAY ENTRAN[ ETO ROUTE Rg OON5TURN 1_ NEON T OR HBOUND RICH TURN IANEON US ag WITH aoR' OF STORAGE. All v ROADWAY TO PROVIDE(a) LEFT s URN LANE a O) RIGHT -TURN LANE !"" @ RESTRIPEPAINTEDMEDMNTO 1 b PROVIDE WESTBOUND LEFT URN LANE ON ASHWOOD BOULEVARD J a" WRHaoo'OFSTORAGE. ♦� RERRIPEEAMOUNOASHWOOD •' BOULEVARDAPPROA04TOPROVID (,,1 RIGHT -TURN L NE A PHASE IV INTERSECTION ,/� / e GUR BROOKHILLTRA C PHASING PLAN i ILA P �'F+\\ l - Mre�,�*Ie�gs�\ , Yp 0D r MIPROVEMM ST SWMP 1 \ �r \\\\�M{OOSED ME NGOONNEROP ft0A II � I I � Y t PROPOSED PEDERTRM CROSS -WALK __ �� E%ISTINGTREE MEA - � _TO C�OAIJfPEATYECO WAWW1 \ r r PATHWAY PROPOSE D PRIM \. PATHWAY CONNE[n ' I� f �\1 RSECTIONS- ---__— CONSTRIJUSOUTHBOUND ROADWAY TO PROVIDE(.) LEFT. TURN LANE ANO (I)RIGHT-TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN IANE ON POLO GROUNDS ROADWAYWITH.S OFSTORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: By: e / -��A ��yC�HAR�LES R/HA GH By: �' Qs.e. QESH y LiAi TZABETH ANN OGL HY GR Date: nntt.ty 8 i d / 9 OWNERS ofTax /Map Pa�rcel_04600-00-00-01800: By. / ' `'� `J " CHARLES R. HAUGH,' I US'1'PP By: !/ DOUGLAS[B.. COMBY, TRUSTEE Date: J — O — OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: [ �. y1�Gu,a— Ann O. Haugh, Its President Dam: Wl- 6, act 9 Page 9 of 10 NOTE POLOGROUNDS ROADWAY AND LANECONFIGURATION AS SHOWN INTHIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES / , �`, ONLY. THI FINAL DESIGN AND ANE CONFIGURATIONS OF POLO GROUNDS q6//U _ ROADWAY IMPROVEMENTSWILL BE INACCORDANCEWITHTHE APPROVED TRAFFIC IMPACTANALYSISAND NNALAMROVED BOAC �- CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENTS, f 0 PROPOSED SALAMANDER CROSSING(3 TOTAL) ( .'INVERTED RETAINING WALL -AND CULVERT HEAIJ WALL STEM , \ f o - >1 SALAMANDER TUNNEL CROfiaWr FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT r 'I 9 1 i .. a i a..a.. a i e I FIGURE E: BROOKHILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-OISM: HORNE LAND CORPORATION, a Virginia corporation By: 0—t.11 co Yi{"� /O/W_44.6a t'" Am 0. Haugh,Its President Date: *� 7. 'i.D/ 9 OWNER of Tax Map Panel 04600-00.00-018DO: CRAFTON CORPORATION, a Virginia corporation By: l l.Al , C. " Ann O. Haugh, Its President —7 Date: to.LRt T O / 7 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 O4600-00-00-018AO, 04600.00.00.01800, 04600.00.00-019A1, 04600-00-00-019A2, 04600-00-00-019111, 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 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00.019A2, 04600-00-00-01931, 04600-00-00-019133, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and ZMA 20I8-11proposes to amend Proffer Numbers ID 1 6 and 8 of the Proffers that were WHEREAS., H, , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road 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 hi school or institutional use site that the developer is required to P 8 high P 9 dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-d 1. , PP BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared aged for ZMA ZO18-11 and its attachments including the mended P P g proposed osed eP proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § I5 2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing Writing is a time, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of sic to zero, as recorded below, at a meeting held on July 17, 2019. ��Jy fCCl 2�ut� Clerk, Board of County Sup r Isors An Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Panel 04600-00-00-019BI: BROOKBILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ma ger By: Andrev cGmty, Its President Date: SE3/2draj BROOKEEILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend qQ�*'L__ Manager By: Alm R. Taylor, is President Date: IrAlyv �� 1 q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County m included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and 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 Boa i Board approved the remainder of funding P Pp 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the 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 Bard of Su ervisor y o p s hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17. 2019. 1 Clerk, Board of Count pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y _ Ms. Palmer Y Mr. Randolph Y Lic. No. 035791 n 10/26/20 "Ai Z O a k Z U f W O UrI O Z J O z 'A LU z V, w u Of W W O N W CO N QLSO � N CD '-1 z ^Q I..L Uj a� V Q H� LU W LL. LL T_1 O U 0 co EJEj� R1 0 0 co W w OL Ln JOB NO. 182150 SCALE N/A SHEET NO. IB TH OFD No ; To 13 F C.o►fSmVz�TWP SCOTT R. L INS_ CD / ; U Lic. No. 0357911n / AA Hq�Dg PROPOSED ASHWOODBOULEVARD CONNECTION V�R_D c THORN J y cu Z po 10/26/20� PROPOSED TRAILHEAD ACCESS AREAT UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT N W Z IONAL E�Gl PROVIDE PARKING, AN INFORMATION KIOSK OR MORE INFORMATION ON REQUIRED BUFFER CROSSING / % c p „�. AND A PEDESTRIAN ROAD � � - t � c .�, � O \/ LL m w IJJ a I .� ACCESS THE MULTI -USE TRAILWA J 90 $HWOOD w n \ / .4 W LU C IV FOREST LAKES ` c NEIGHBORHOOD nJ II J C . y SITE Z W ROUTE zg '_:%' /E SWOO PR SP L' L IMPROVEMENT .4CiB5�1 " " '. O 1 W G n _ _ t e SWM FACILITY#3 COUNTY OF ' t 3o'MIN.NATURAL BUFFER .1 RfDM7 R (( 'n YI Z EMARLE r Co u ROPOSED PRIMITIVE TRAIL WITH a ,1 _. �' ❑ Oq0 9 Z w U W ��((( CONNECTION TO FOREST LAKES a `1� II / ALBEMARLE COUNTY - I ROq D J ~ ¢ PROPOSED PRIMITIVE 1 © I'I \ RESERVED STEEP SLOPE '` Q < O o BLOCK 1 ;� TRAILWAY 3 I I I \ (TYP.) O' ( �� TRAILS (TYP.) o� VICINITY MAP: SCALE: 1" = 2000' f Z Z U g ° Z U m o f m U)) DEVELOPMENT NT I @ B AN COU_R_ T 3I V / ) � Z N g< z o F_ GENERAL NOTES - a _- Ln - OWNERS: TMP o4600-oo-oo-oi800 TMP04600-00-00-01BAO HAUGH, CHARLES R.& HAUGH, CHARLES R.&E.J. OGLESBY ESBY H. JR, TRUSTEES ELIz5 'A V/ w Z II PSS I" RRO PO f n • - Yi 435 PARK ST SEMINOLE TRAIL i v / T.M. y6 - z86 (J CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA zzgoz HORNE LAND CORPORATION - - ` --- - I �- - _ ON / U \ OPEN _ _ _ ON TMP oyEoo 00 00 RATI CROCKETT CORPORATION ------ _ `I - SPACE - \ i (TYP.) \/ �' O CIO HAUGH &HELVIN Z V) Q\� `i 435 PARK ST CHARLOTTESVILLE, VA zz oz 9 (7 C9 V, 1 �\� PROPOSED CIVIC SPACE- '_ ,iP\ \ --� BLOCK 12 z z f BLOCK 10A EASTERN POCKET PARK-, �p'� I BLOCK 1 (LOCATION TO BE DETERMINED \ ❑ 4 `' DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 w w o _ EXISTING ioo-YEAR �` \ WITH FINAL DEVELOPMENT PLAN) A, --- O i 90 CHARLOTTESVILLE, VA zz903 w °C w z_ _ FEMA FLOODPLAIN TYP. a PROPOSED VEHICULAR ENGINEER. COLLINS ENGINEERING J Z z Z Z z ga BLOCK \ \ INTERCONNECTION ACCESS 9 i PRO I IVE \;\ > / TO THE MONTGOMERY o'MIN.NATURALBUFFER 20o GARRETT ST, SUITE K CHARLOTTESVILLE, VA zzgoz � Z Q z O a z ga O w O in p z o o R W Y ,,, :, ,� `.:.\ \ ROUTE zg ��, RIDGE NEIGHBORHOOD o TAX MAP & ZONING: o4600-oo-oo-oiBoo 04600-oo-oo-ozBAo 04600-oo-oo-oigoo �-+ w f m F IMPROVEMENT - - \ `,\ -, 1 ,.d \ _ �° \ OPEN PATHWAY_ -- '`R- p0 O D.B. 73-4 PG. 690 D.B. 1333, PG. 450 D.B. 731, PG. 690 > N w Ln v) g f z nwi o ED CIVIC SPACE SPACE �L _ ALBEMARLECOUNTY �4 I� R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL W o ac M ANAGEDSTEE l GREENW ` (TYP.) - � ._- P (LOP) 1 )_ - - '- AY a '` . ,'°.° TYP. fLV - _ (TYP.) M O -\ P TOTAL PROJECT AREA oy600-o0-oo-oz800 _ 4z55 AC. o4600-00-oo-ozBAo z7.zg AC. � Z n Z g z g o U z IMPROVEMENT _ '- Oe• Poe.- .. g - „ys- O O O 'C .,•.\.. GREENWAY .� .� E� �... _ J BLOCK 18 '. oy600-o0-oo-0zoo - zo 66AC. 9 7 o- o c a � O SWM FACILITY#z GREENWAY=`_ `�`` °„ (TYP.) �. ��° ,.� ,.`F,'� i -', \. Vp III (TYP.) '�` UPLAND' ... A °•"° g - i s-: / .. - > ' CYG� z77.5oACTOTAL N U a pe..° PARK °. v_A� ;� °- n ° ' - "� n ., ��' e/ PROPOSED 50' BUFFER I ,, A � i PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT Tii z � � ,. ;, MVC AROUNDVDOTSTORMWATER ) - e - *- A � �'" � EXISTING ARCHAIC WOODLAND f MANAGEMENT POND > / '° \ DEVELOPMENT III r,l '� ✓ •,o ''� \ � , '- '� • ,/': ,CAMPSITE AREA TO BE PRESERVED AREA (TYP.) � ` � TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY wi5. N SURVEYING AND BELL LAND SURVEYS, JANUARY zoz5. g � •Pt o_ � �� 5�.. �rrt + °p°o° +�. - BLOCK 16 ,0� t� BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH7, zoi5. o V) Co •eoa ,`s`\ • k' rr �- �JI w .. j - ;:�. • ._, -^ � ��M', �.`.\ oe JO DATUM: NAVD1988 ass, — (h EXISTING zoo -YEAR O 1v t \ E O y) -- TREAM BUFFER (TYP. - o d�see •o° `a•°-.y •. ,'.� n,, �° FLOODPLAIN (TYP.) / - UTILITIES: COUNTY WATER AND SEWER CA CV L _Z i3 i ��_ l`. Q _ vwi I _ , �� ` �. _-' S BLOCK O - °°`n FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD sn v) so sn so J PROPOSED RIGHT IN -RIGHT OU aQ q K \ z 1 T BLOCK L1 `' / DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF w INTERSECTION IMPROVEMENTS. w< _ _ SEE BROOKHILL TIA REPORT j �'>� ! TRAFFIC CIRCLE/ROUNDABOUT MAY ` ALBEMARLE COUNTY f:` „� _ / 1 �i THE PROPERTY. O o 0 0 0 0 I FOR FURTHER DETAIL' dv! MAIN STREET BE CONSTRUCTED AT THE °'" +;. f MONTGOMERYRIDGE , PRESERVED STEEP SLOPE -� 3 BLOCK 5 Nores: N LU BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND (TYP,) NEIGHBORHOOD THE NORTH/SOUTH CONNECTOR ROAD BLOCK I J '' '� ,., r '� 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. 0 �' Z 't ' I, OPEN '1, gfr; �' z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE Q L ` _ L, J SPACE i I OPEN �� DETERMINED WITH THE SITE PLAN PROCESS. 7 Z (V W N �� (TYP) --L��r�� SPACE ), > 3' ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH Q �+/ CL ( •► (TYP.) �' }' ., '� °`y ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE BLOCK i ( l EXISTING ioo-YEAR ,.f PROPOSED �/ �' s OR FOREST LAKES. C > J LU FLOODPLAIN (TYP.) RIMITIVE `' - ,�� /��' - t-� - S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE LLI C`' LU ° T.M. y6 - z8D TRAILWAY �, EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN J CRAFTON CORPORATION i o (•`, O� V �pPp b n BLOCK z DEVELOPMENTAREA G� Z I THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. J < �O -\p y BOUNDARY(TYPJ - y 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND W \ _ ' _ I PROPOSED NEIGHBORHOOD CENTER-u a' - _ C ) 'f IMITS OF PROPO ED REZONING j z6.y.zz. SUBDIVISION PLAT WILL INCLUDE A PARKINGAND LOADING NEEDS STUDY FOR THE L � J (LOCATION TO BE DETERMINED a °C BLOCK 1 - _ 2 WITH FINAL DEVELOPMENT PLAN.) 1 _ _ _ _ _ - �, t, .P m PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY Q e LLI I- z J Q ! � - ) - S " I'I r_ }°•o i DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT )--) z F 0i / ,. -- PROPOSED ioo' BUFFER ALONG R' zg i` ' ACRE HISTORIC �_ ' •" •° BLOCK l� SAFETY ACTION PLAN. Z I- 6L.J1 O J w \\ i - , 70' NATURAL LANDSCAPE BUFFER ° &3o'LANDSCAPEBUFFER BROOKHILL BLOCKS __BLOCKS o ''•�°e° - '_7 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE (n C =, "'I /� / O ALB +• 1 E COEP Y AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. < W V 1 SLOPE 1`¢. - APPROXIMATE LOCATION OF ' GED 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO Q NOTE: A PROPOSED MULTI -USE PATH GREENWAY _ HISTORIC MARKER FOR THE (TYP.) % PROPOSED BY VDOT THE - r '�, ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER EROSION CONTROL MEASURES, AS NECESSARY FOR THE Q z U TI IS ALONG . -, f (Ty P,) > .. BROOKHILL PROPE e % +•`--- ) - MANAGEMENT, AND t--i C ROUTE zg FRONTAGE OF THIS \s {g �'' 'e \ , e PROPERTY. PATHWAY TO BE , —` —' '— — I II �—PROPOSED 20' BUFFER ", / / , ��, )�. ' i F �.I 7� I�J � ' 1 's I L-- DEVELOPMENT. 10. CONNECTION POINTOCpN THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A < O W I� ( 1 LOCATED WITHINTHEVDOTR---•,'a /.� , ' - "z`T7 �- , I '' -� LOCATION OF EXISTING PEDESTRIANBICYLE ACCESS CONNECTION. (I) s--) i v \\\ ° BLOCK I UNNCEMETERYTO i AfO 9 ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ¢ ( 0 LIJ o O REMAIN = \ a J; v u Q ~ LOCK LINE (TYP.) a° )I NOTE: ALL STORMWATER MANAGEMENT FACILITIES .�- I LEGEND 7 Z � J ED A ° RE SHALL BE „ AND EROSION CONTROL MEASURES S I BLOCK C) ALBEMARLE COUNTY- E "" / `a` LOCATED OUTSIDE OF THE PRESERVED SLOPES. 9, •• J F^ Q Ul M W r „ I t - ? e BOUNDARY (TYP.) BLACK 8! PRESERVED STEEP SLOPE GREENWAY PRESERVED SLOPES Z ^Li W �_ � , 1 e� 4:� �, � -PROPERTY � _ z � III TYP. \ — / ( ) .. e b � 'h x NOTE: AREA WITHIN THE zoo BUFFER �' • : _ AND OUTSIDE THE EXISTING TREE O J BLOCK 7 G \ : f\ \\) O VEGETATIVE BUFFER MANAGED SLOPES OPEN SPACE O > W J O LIMITS SHALL BE REPLANTED IN I EXISTING ioo-YEAR \ ` "l! "'r; .......`/ r. / N DEVELOPMENT /// 9 FLOODPLAIN (TYP.) -"°°°°�� - °• a- •o WITH HOAAPPROVAL, A zo'MULTI-USE PATH ACCORDANCE WITH THE PLACES2 LIMITS O FORESTED BUFFER REQUIREMENTS NG BROOKHILL ' AREA(TYP.) } j', • - ` - �i � OF CENTURY - .. . � 1 -� SHALL BE EXTENDED TO THE ENTRANCE OF - � H SETO REMAIN P G REENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J J W � �---i T 2 d d Q `COMP NENTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED i PPROVE THE TRAIL AND EXECUTE ALL .O --_, BLOCK8 DEVELOPMENT AREA EASEMENT DOCUMENTS ALLOWING THE !-_ __ 1 BOUNDARY (TYP.) PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE z TH CENTURY COMPONENTS OF 9 J o EXISTING zoo -YEAR '. :i CONSTRUCTION OF THE MULTI -USE PATH I �r-m^-r``� ON HOA PROPERTY. FEMA FLOODPLAIN \ BROOKHILL y O LL I (TYP-) / % OPEN s-� PROPOSED �o' PAVED z0' MULTI -USE PATH TO BE CONSTRUCTED ALONG SPACE MULTI-PURPOSETR L PRIMITIVE TRAILWAY O o (TYP)�'-' j THE NORTH SIDE OF POLO GROUNDS ROAD COm Ur'. �£partmen( PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR Q � ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL ° Flle�# LGJ�� Q i ♦e°° `l ,., as ROPOSED PEDESTRIAN TUNNEL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. O IMPROVED INTERSECTION +,�`. FOp� Ap loves , Supervi50rs AND STOPLIGHT. �I"� °0° ad - VTN \NER O ®®® EXISTING zoo YR FLOODPLAIN ® O SEE BROOKHILLTIA REPORT � � r PO(O PROPOSED IMPROVEMENTTO SO op, D8f STg7- GROUND (�J � POLO GROUNDS ROAD FOR R\NP FOR FURTHER DETAILS E RT S R 643(D.B OAO(So) TURNLANES- SEETHEPOLO . • • J . • STREAMS JUNE 15, 2015 GROUNDS ROADWAY 3) IMPROVEMENTPLAN anner * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w CAL APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD • - ��;�� "'�" I ;."`• DURINGTHEPOLOGROUNDSROADWAYIMPROVEMENTS. zoo o zoo 400 eoo io' MULTI -USE PATH n ) — w ^ 0 _ SEE PROFFERS FOR FURTHER DETAILS . \ 4.46 PROPOSED LOCATION OF HISTORIC MARKER O a JOB NO. 182150 - - z8C -�;'•, _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION ( IN FEET) ' - ``� SHEET 1 OF 1 - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFICTIA. /' - - 1 inch = 200 ft. l 7C 1 PROPOSED ELEMENTARY SCHOOL SITE �% SCALE N. T. S. SHEET NO. 2 111111111m MR 101 ®Milli Rlb -may 0 Y N WAY g\F� ,qp/ /_- -------��\/ )\ \ \ / o�� \Tp'' %\\ \ OTH ODgpULE ---- / /%\-�---1� _ (ISCOTT R. LIN.ic. Na. 035791 10/26/20 �< \ �A Q S&inn CO / III I I III •� 1 '�, �- o � `\,'' �J�i -\ I � I �� _ �- `. II II I , - - - - - - - - - - - - - - - - - - - - - - - - - - IT - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - o L--- BLOCK 13 ; � �/l`v- 5 I BLOCK 15 COURT 3 1 a _ � 1 a ` , a U E 1 w to - W-m ��\` , -•t ,1�y� III , . \ ' �. � � P�'I�2 ' ��!\ �,5�� -4WMEN I - o \ o t SDP201H01 FINAL SITE PLAN ° \� - APPROVED ` ° 12/1 /2o18 If 1 _ BLOCK 4C ° ° � e ftft / o ROAD PLAN 1 � BLOCK 5 (UNDER REVIEW) 1 BLOCK SUB2017-00137 , 3 1 d ! BLOCK i _ 1 1 BLOCK 2 l' 1 SDP201900078 1 ° INITIAL SITE PLAN APPROVED - 02/21/2020 ROAD PLAN ` ' ` �\ 1 SDP202000035 BL K 3 LO K A , FINAL SITE PLAN (UNDER REVIEW) ° ` \ UNDER REVIEW SUB2o18-o0115 - - - - - -� 0 1 I )U 2ol80005o I 1 - P201 00021 o l NAL SITE PLAN INITIAL SITE PLAN I . 1 APPROVED - 06/OS/2018 1zPROI 1 BL K A SDP201800049 / 7/o18 - FINAL SITE PLAN - - - _ N E R0. V \ 1 - --- 1 1 = Rift° j 01 INITIAL SITE PLAN V/ (UNDER REVIEW) , BLOCK ig BLOCK 6 SU6201 -0011 , a §DPi01 Ooo2 'BLOCK 7 FINAL SITE PLAN o APPROVED i 4/23/2020 BLOCK - °o SDP2o1800054 INITIAL SITE PLAN APPROVED - 09/07/2oi8 e / SDP201900015 FINAL SITE PLAN �' f UNDER R VI i ATE RT. 64 3 �p B 48y D (S0 ) ... LEGEND: 263) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS ARE UNDER REVIEW) GRAPHIC SCALE PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 200 0 100 200 400 (APPROVED FINAL SITE PLANS) PROPOSED RESIDENTIAL DEVELOPMENT ( IN FEET ) (PROPOSED INITIAL SITE PLANS UNDER REVIEW) 1 inch = 200 ft. 0 e a I N ] w O IN \ N MR\�GEVOPO ° '4 _ L9 I � , 1 1 cl? rn Z , \ I N W CD ' y N LLJ I v 1 ; ' J ' � J --__- - Q \� --- I II II ��\ , I Q w I O BLOCK AREA SUMMARY ~ Y J v) Development Greenspace/Amenities inc)F-J 0Q Area Per Area (Roads, Proposed Ljj Block Land Use District Brun ill Proposed Lots, Buildings, Development LU J COD (AC) Area (AC) Parking lots) Per Area (AC) COD (AC) Civic / Civic / Open Open Total Total Greenway GreenwaSpace Space y Buffers Buffers Parks Parke Greenspace Greenspace Required Proposed U) Required Proposed Required Provided Required Provided Required Proposed 1 Neighborhood Service Center 1212 0 0 0 0 0 2 Urban Density 6.3 .3 5.1 1.2 0 0 0 1.2 w O I3 Urban Density 5.8 5.1 5.8 0 0 0 1 0 0 I 3A Urban Density L Urban Density 1.8 1.8 4 4 Urban Density 34 27.95 19 14.0 0.2 1.38 3.4 1.09 1:9 0.44 2.9 2,97 8.4 88y 5. Q ffnn L.L 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 CD 1 . 4C Urban Density 6.58 - 2.31 1.46 0.85 ® C� 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 N 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 F 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 LLJ w 9 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 0 _ 10 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 d 11 Neighborhood Density 5.7 3.2 1 1.2 8.2 1 1.3 0 10.7 JOB NO. / 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 42 182150 I 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 ' 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 1 0 6 SCALE Boo 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 'I 16 Neighborhood Density 9.7 11.11 8.4 9.25 0 O 1.8 1.2 1.3 0.3 0 0.3 3.1 1.8 nt 1 =200 17 Neighborhood Density 15.8 17.28 I L8 8.64 0 0.5 3.3 1.1 3.8 TO 0.2 0.5 7.3 9.1 18 Neighborhood Density 34A 36-55 1 27.3 T 2473 0.7 0.4 1 4.4 6.3 3.8 :4.1 2.6 1 1.5 1 11.5 12.3 SHEET NO. 19 EmokhifiHouse Parcel 3.2 1 3.2 1 101 0 0 1 0 1 1 0 3 - Total 1 223.9 1 168.8 1 1 10.3 1 1 53.6 1 16.0 1 1 108..7 \ y y Y ry Y v t04- F. - 9�7 2759 �� SAgSF`',Ery'1 C1l � 851' i e 0 F eq 3�bd`C1 ��Jya \ i i n. I EXISTING 1z" DI WATERLINE F / -- -- .e _ - - .. GENERAL NOTES: -EXISTING _ _-�_...-._. i \ '''_,, .. / �;. �'�� .., ) � :��: ' .. � 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL TH Q ,� e _ DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO00 p EXISTING GREENWAY (TYP.) QO FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. _ _- -- -- `ice' •� ,- - y 00 0 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY, SCOTT R. LLINS'Z ` \ O O J z / CD ' �� • c _ _ _ _ _ — _ -- < I - , ' 3 " a\ EXISTING GREENWAY (TYP.) / 'z 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL Lic. No. 035791 T a U y, // 1 INVESTIGATE N EIGATE AND VERIFY THE EXISTENCE AND LOCATION OF po� 10/26/20UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, EXISTING P E EAND OTHER CONSTRUCTION AFFECTING THE WORK, BEFORE G S. STEEP SLOPES (TYP.)l/ „ \ r\ ' OO >� ; .� ..� / CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION oNAL / \ y ;� �� I - © , L�',✓/" _ '� � �, � AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE o0 , , ��.V' CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED 1 �y O UTILITIES PERFORMED BY PUBLIC TO PROJECT THAT MUST BE ST, ILLY MARTIN ' _ s , x. �Y / _�-/ l" l y . y y 1,,, I „ '' O /� �,. y SERVING THE PROJECT SITE. -_ COMPANlEs, LLC 1 4 LANDSCAPING BUFFER EASEMENT DE OF DEDICATION WAS \ N 2y\ r % - IMP 46-19B7 -v 1 -. - ----- - - - - RECORDED IN DB. 5121 PG,689-701 DEED \ 44°40 541 / -DB 5355 PC 747 O O V� 5661 1 6 EA OF DEDICATIONS WERE FLOODPLAIN (TYP.) — O p3'E PUBLIC SWM FACILITY EASEMENT DEED \ / \ PROPERTY BOUNDARY (TYP.) �- � - • -- � EXISTING too -YEAR \ W .S4"'4C' _, 37.80 AC. : - _ 5'I1'19 , I 54,p 4270 \ ! /1- ��A �l r :a i - ®, � � � RECORDED IN DB. 5121, PG. 676-688. _ � �'' % ' r / �- 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED - ` EXISTING STREAM, r . PLANS AND MAY NOT MATCH THE CURRENT, EXISTING 00 - \ TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY OO ®-� O O__-�, ON�STRUCTION \ k v 00 EXISTING PRESERVED wZ STEEP SLOPES (TYP.) Ln z - - i > ., o _ - Lu o —` EXISTING GREEMWAY (TYP.) ``w -- - - �� \` O EXISTING LIMITS OF $ w. "�-L /�,, - —� •� 0\.. \� W WOODEDTREELINE z InEXISTING SWM FACILITY �� N XISTING RIGHT-OF-WAY LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES °y' zo.6i'E ; ; �- -- - — - - J ``� j I ¢ Lu za HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW,, 559oy _ I p C4 lTOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE ��l u.,Tv CKJ!'IAm CI] AC nrMNAT r M , IKIMCM CC`1FTnl1 __ _ , /tiO - w o EXISTING PRESERVED O ok, STEEP SLOPES (TYP.) � - 0) BROOKHILL �' l^- `^ i'• OO r- 1Lu APARTMENTS LLC � I �� v � 0 TMP 46-19B1. N: r,1 z- 1 / 0DB 5133 PG 44519.05 AC. p o O rn Z a N , o _ _ I L-z3.56z, R-15.00a / f 1 /\ 200.000' •� , - - _ _ - -EXISTING LIMITS OF I % 1 /I WOODEDTREELINE 5 - --- - _ I / ! N W -- .� _ -- - ---- --- - _ I 0')I I XISTING 1o' CONCRETE SIDEWALK o 0 - - - - - - - 1 \� ------------- ---' Ir -`' 1 - - -- ---- -- - \ N EXISTING 1z I _ -- -- - WATERLINE D m - - - - - - - w, �s . - - s. _ _ _ - - N o 26. "W I I l 1V� W �� 3L30' 59° 4 55 - I I��I ��If1�� \\\\-�_ -� Lu Q i s _ EXISTING STORM 559 p4 ��SEW ER SYSTEM 4i.61o' tIII _ ♦ _- LAN i` 4: 2DEGICA➢ON UPON OE ANo _ - _ _ - Access I I I� - v $s \ a. STORM WATER MANAGEMENT' III `V • - w 1(DO �Rsw Pc la�NnlRE--- _ III I j-� _ 00 t 1 w 1 I,-�__ �� _ FROM rHe couety, E n g as / I I I ___—�� / ) 0 a Lu EL NZ \ SANITARY SEWER z — o O ` EXISTING 8" X.T J ' I rzP"oo 550426.5E _ - \\ Y s O \\\ 9°5'� 1 \ , EXISTING 1o' CONCRETE SIDEWALK w 80 / �-_�EXISTING 22"DI D 16 sso57.2 W 1 WATERLINE °o D 20_ 1 O�o \II Y U) rrA BLOCK 1B M _ - �. XISTING RIGHT-OF-WAY z PROPOSED -I U O 11 ! Lu X O PROPERTY LINE N59V926•w 1 t II i W d L,, zoo.olT III 1 - 1 �'. L, Co a ' 0 � EXISTING ARCHER AVENUE � I I I - - - - _ _ , � I � \ ' N / ul II H CURRENTLY UNDER CONSTRUCTION 3 54 5 N59 04' z -97"W _ 1 4 i o L=z . z R=1 .000 SEE PLANS UNDER 1 BLOCK 3A \ I L11 a- o (� `I - $D6201 O 11 TMP 6 18B3 / � O 0 I _ - 7 7 �, III I - I J CRQCKETT CORPORATION � - I � ` \ I I I � I - I � v.. � � _ 1 C1 51 7 C 4 DB 501 P 70 DB 0 P 1 8 DB 5121 PG 644 • BROOKHILLOf _ I _ 00 it 37:612 AC. ' V I XISTING CONCRETE SIDEWALK ` -- APARTMENTS LLC � n!" � 5 CROCKETT I � `s !, I� I I I 1 � I I I I � 1 TMP 46-19B1 A. = _ CORPORATION DB 5133 PC 445 I� t / TYP 46-18A1 1 r I 1 I ! I O \ 19.05 AC. I I r �` DB 6274 PC 376 � i , � I I I � r � I i � I ', O �,•, ' WIDTH PUBLICS M I 11 I" --- -- EXISTING �I ACCESS EASLMET 1 I I �. 1 Q 2.96 AC. I I I S53°S3'19-66"E- - ---S30036''40-34"W CONTOURS o -I� A\ I� LL] _ _ \ LL 99 z7z' zo.5y6' o f 1 rrKi ° m qOCK 4A ��4-494'j / IIIllIJ 1vQi'�I_ S59 04' z4.86"E -dn A 3N ---_ _ - - - - - - - - - _ _ - - - - - - _ / I I I l 1 v W - m h 3 \E A EXISTING 8"I o o �- CD EXISTING 04 SANITARY SEWER o m - - - - - - - - - - - I ` EXISTING FIRE - HYDRANT I' _ BENCHMARKS / / u SEER TOP=44z.4o EXISTING 22" DI / vARiA6E6 wnow , , / '� oaawCEa'sEM[NY ' _ _ ::.,'. --- - -- - - 1 .� WATERLINE 64a-675 . - - - - - - -- - - -- _ - - - - _ _ _ - - - _ L=132. 64' �/ - - / `. 1\ _� w - - — — - 219.78 - -- -- / / O w OO s,ri Pc ,EXISTING STREET ... �4.0 _ - R=3B u=i - - - -. - SIGN - � '' . - z6' TI, 7 50' JOB NO. a c -----------------—_----_ _ _a� f SALAMANDER STREET (PUBLIC ROAD, D.B. 5274. Pc. 375) __ _ - ---- j 182150 W ""` a' wm[ SPEED LIMIT zsMPe "E"-ere EXISTING CONCRETE SIDEWALK ��- MS - I 5' - 0 GRAPHIC SCALE - N59°04.25"W ..-- -- -. SCALE ' mot. MCI" i i... _ _: _ — -- - - - --_ _ :: - -- - _ �- - \.y 644.90" e" o so �eo1, hao n 1 $ o16iPJ' { _- _- I TIN T __-.._._ _ _-_ N59V42S W. 99&66-_ _ _- _ _ _ _ _ _ _ _ _ IJ38T _ _-_Lc °�_ + 1 -60 HAOCH, CHARLES R & EX S G SALAMANDER STREE its 95 c. _ _ ._ - _ _ _- — = --- _ _ _ 71' ` o —�uo 'e of+� [ EASEEMENT wEa EJ OCLESBY JR T CURRENTLY UNDER CONSTRUCTION HAUGH, CHARLES R & - -- - - — -- - _ -- -- a�'s�'.. ` � � R=309.50' 9D _ SEE - - -- _ -- --- - -._ - --- - 7s,. \.. _- b "'^/i� I,<..� �__�-. s w a+e ',' IMP 46-18E EJ OCLESBY JR T / _ _ BLOCK 6 -- - -- - ..\.Zw - J'• \ Sq -J ��.... - - -- - -- - - - - _-_.� /� SHEET NO. SUBao1800115 TMF 46- G 6 : `.. - - -- . - ._ - - - - - - - -.. N3823' C„ O � `� --� - 1.�--i' --- DB 5295 PC 636 \...._,.. - ..._ i inch = 60 ft. -._. _. -- - -- � ,. DB 5295 PG - — \ 37 4 10.76 AC. BLOCK 19 r � _ � [BLOCK I - i 3.18AC. I ��vUyY y1y.y,yry,rrrLy:i v L� m y , ------------------�--- ---- �-------. --- i BLOCK 48 EXISTING STELLA LANE PUBLIC ROAD BLOCK 4A F Z Q C7 w 0 z< CO X w J w U CL Q= F] C v L y r , r , //' 0 r 111 v v y- v y. O E 0 O°��. � y 1 v 1 v y y y 1 v v y - y ° � • r Y r ,y �,� -�� /O --ter' SCOTT R. LINS'Z U Lie. No. 035791,n . Oo `y . O � r '�� 10/26/20 {v4' L I---\` v yy ". L ,.. /`�=-�.�•' 1 .y y .. v y yr ,y y y � yv y y " r� Y \ `y �� y "v Y y "\�\y -� � v,.----` Y ,J y r 1 -.- y ____._ '�ilyy 4.1 \`- y y y v i y �'v y y y J y y .. /... :\ ': l�\/' :•• 1\ 0 y Q --- \ \ 0 CO 'PROPOSED APARTMENT 1 BUILDING#3 �Y 0 (n (4-STORY p 76 UNITS) x � i~ �"♦ --------------v ------ --� w z r- x --- ------------------- \ '� w z>C) Q m � � U X w J w U III I m v J - - - Q T i FF t l - n nu � I OOV W ' P OPOSED � Oo Lf. R F ICE RINK Jim 0 O y SWM FACILITY (31,850 SF) •o 0 ------------- FFFFFnT O _ t 1 t_ y , 0 UTT_R y � .� FUTURE' � \ AREA/:..j' a \ FUTURE 5 / /� Oo L9 BUILDING\.� '.i.i.,�� j Q ti � •yam'` `� :� �� .�.�:: ��,/� / O � � L vy y ✓y y \ / Cyi co Lj— , — FUTURE 1 BUILDING; --PLAZA. :- I GO FUTURE FUTURE I O\ ' uj PROPOSED 1 t BUILDING BUILDING -' N APARTMENT BUILDING #Z_ _ _- •. O ---- (4-STORY :' :. _ _ � � W N 66 UNITS)04 ----- -- > - FUTURE \ ��... \`\�Qo LLl -- L BUILDING -� H� o O J BLOCK 18 ........... Cl N U) H I --I _ J 3- ------------------------------ ---- ---- ----- Lu _j �z PROPOSED APARTMENT BUILDING #1 _ - ---- ----------- ------ ------ --------------- - -------------------------------- - - ---- ---- (4-STORY - - - --- - -Q m O 68 UNITS) 1 t FUTURE J H .Il ��11iIIj111�i'i111111� FUTURE FUTURE BUILDING 0 m BUILDING BUILDING J < l O Lu J > O y � ' - FUTURE J ~ W 0 BL OCK lA 0 U L BHOUS o m NT B llILDINIS i i ! APARTMENT BUILDING I N - - i_ w J If 1 _ F - 1 ( , r �� I , , _ v f- EXISTING _ SALAMANDER STREET _ (PUBLIC RO Fi'�- lr - ------ ------ CEMETERY BLOCK 86 , ' BLOCK 6 , BLOCK 19 i i GRAPHIC SCALE 6. 0 0 60 \ IN FEET ) 1 inch = 60 ft. w w a u=i JOB NO- 182150 SCALE 1 "=60' SHEET NO. 5 EXISTING STREET ALONG EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB20i700117 BLOCK 4A PROPOSED SMALL FITNESS X (TYP.) = ° ° CENTER AND CYBER CAFE ON `` I? \ GROUND LEVEL (2,65o sf) PROPOSED Lj FUTURE FUTURE T OF _ MAIL KIOSKPROPOSED BUILDING BUILDING j APARTMENT BUILDING #2 o F l t _- OscoTT R. L1NSZ (4 STORY - 66 UNITS)PROPOSED STOP -------------- --- ---------------------------------- L� Lic. N°. 035791,E --- --------------- -- -------------------------------------- Lx PROPOSED zO' PROPOSED ARKING SPACE 10/26/20 W4 1 x 8'x2o'PARALLEL PROPOSED SIGN TRAV LW _ ��.t�' ;D RIGHT OF WAY 5' BIKE LANE`S'S CGS P ZONAL E ------._._ __.-------- -�-- - S'SIDESETBACK- Y - - - - - ------ 1 MONUM NTSIGNI� - -� 1 I- -�--- CE,z�° o a SIGHT DISTANCE=z8o --- --- --- N wa--S\GNj p�5 a d _ - > _ p Q w w PROPOSED INGRESS/ EGRESS LOCATION MATCH LI N E - �, a �.^ `�" . _"_ o BLOCK 1B SEE SHEET 7 _ _ _ f o "STi LLA LANE - PRIVATE STREET ti�� sp- -�' �l t `" w N ?� 109' RIGHT OF WAY a CE=2a° Z u m ------ � w -m w w - " �- N � - - ---- u3 --- ~ a � ¢ \S� P -- " O Z 18' F/C-F/C 16' E/P-F/C Sm MONUMENTSIGN��'• a A 5' SIDE SETBACK i i �3, i PROPOSED ■ APARTMENT BUILDING #1 (4-STORY - 68 U NITS) I i I - I m I w I j I � X y° < b o I ' �C' I I � I I I N I I I PROPOSED GARAGE 0)i e i I I 9 PROPOSED VDOT STD. CG-12 i SEE DETAIL ON SHEET to O1I I PROPOSED HANDICAP SIGN 1 I� SEE DETAIL ON SHEET io F/C-F/C 26. 77 I F/C-E/P 0 N), — - k F, ro - ,rt_`�I �r�"/■�� L z ------------------ =-- -T-- -- ---------------------------------------------------------------------------------------------'--- - - - - ------------------------- PROPOSED W RIGHT OF WAY PROPOSED PROPOSED STOP 2-----SIGN(TYP.) 5' BIKE LANE TRAVELW ° FUTURE FUTURE FUTURE O BUILDING BUILDING BUILDING 11.8' 1i.8' 11.8' 10.4' N r 9P. sQ �� > Q PROPOSED O CONCRETE SIDEWALK (TYP.) N w io PROPOSED PARKING IN LOT POLE LIGHTS (TYP.) no PROPOSED VDOT Lu SEE DETAIL ON e FA FA � � I z z ® 22 1 n II III I I 11 11 u o II 11 11 Ili I 11 1 1 If if y if y 11 y `7\ II I 1 II 11 11 It 11 1 1 n u 11 If 1 1 II 11 u a II It11 if I • —T I� If If If 4 I� ' u li_ II u II II 11 II II 11 1 EXISTING APARTMENT Y Y hUILDINd' I u u L — II II 0 II II II II -D------f------Ir----------- I---- I — �I------�----- ------ — I °18 UNITS° ° I n n I I o n n I u u 1 I n o 0 I II II u u II u u -- I 11 11 II II If II II I II II. II II II: I: I ' I II II II II I tl tl EXISTING STREET 9 AND STOP SIGN _ .. i-_i -� � _ •��-n �. Lu Z 0 z Q z Q EXISTING 5' CONCRETE V) = J w w U � d Q e \ 7 EXISTING STREET TREES II ALONG SALAMANDER STREET BLOCK 8B I �� I 1'' I -------------i--------- I I / I I I / I I / BLOCK 1A a N L4' 21 /" PROPOSED PROPERTY BOUNDARY (TYP.) 4 I I I I I I I I _1 _T EXISTING APARTMENT PUILDINq Y — I —t I I (114 UNITS'I I I I I I I I I I I I I I I i I I I I I I I I �41 /ELWA .1` EXISTING � SALAMANDER STREET { \\1 � J DISTANCE-z$O — __- (PUBLIC ROAD) Co u N w ------ ------ SIGHT N zG N --- U IN a------------ LL w �- EXISTING 5' CONCRETE SIDEWALK PROPOSED STOP _'y SIGN (TYP.) I t7 ------ - DISTANCE TO NEAREST INTERSECTION = 23S' EXISTING SALAMANDER STREET CURRENTLY UNDER CONSTRUCTION CEMETERY I I SEE PLANS UNDER SUB2.o18003.3.5 BLOCK 19 I I I I I I i I I I I PROPERTY (TYP.) AREA OF MILL & OVERLAY ED INGRESS/ PER VDOT WP-2 LOCATION BLOCK 6 GRAPHIC SCALE 30 0 i5 30 60 ( IN FEET ) 1 inch = 30 ft. LuCA ti z C7 z N Q ® Cy') J N W O 04 W04 vI L W > Lu Q FUI J CLUB > w z O z L9a J z W H W w U LuO ul J U) Z LU J H� 7 U J Lu LLJ 0 M L.LJ \„ 0 C � 1 I O u w J F w a Lu JOB N0. 182150 SCALE \ 1 "=30' SHEET NO. 6 1 \ 1 \ 1 1 I, 1 1 1 1 1 6 I ' 1 1 1 , 1 , 1 1 `1 1 1 1 1 1 1 1 1 1 1 1 ,1 y- � T 0 F y y y\ y y y y y y y y \\ y y y y BLOCK 11 y y y y y y y 1'GZ y y y y Jf ♦♦ Aly y y y y CCD SCOTT R. LINSZ J/ y y XISTFING STREAO y y y U Lie. No. 035791 EXISTING GREENWAY (TYP) y a 10/26/20 W4 S\ ZONAL E GS y ♦ �- u PROPOSED PROPOSED GARAGE 1 APARTMENT " BUILDING #3 fff PROPOSEDTRASH ,I (4_STORY COMPACTOR Z 76 UNITS) \ PROPOSED VDOT STD. CG-2 O_ SEE DETAIL ON SHEET io ♦ u it _k ♦ U f Z ♦ m m `IQ w 50 5 0 � 'N 1 'R ♦ z 0 J Q S 'I o. i 1'1iipp I � � d-- J g' � w ,p ♦ � � � � 2 11.8' 11.8' ii.8' En io.4' 10 (YP.) �} N ¢ �� .._.__. Z IIx ;u yob s(, "Q } ~ P �P I �p _---- ♦ ♦ VJ z CL ' PROPOSEDSIDEWALK K (TYP.) ,— Co k k9P) 7 6 N F k / p ,< a W a .� I m P ~ 4 lD L t\\o -[,\\\ I I ��l o z TRAVELW --- - ip)z ��i8 i8 , �( (TYP.) F C-F/C F)C- C PROPOSED HANDICAP SIGN SEE DETAIL ON SHEETio ♦� PROPOSED PARKING = PROPOSED EXISTING N i6' 15' y6' ° w LOT POLE LIGHTS (TYP.) 15 ICE RINK j w N E P-F/C MEDIAN F/d-E P PROPOSED VDOT STD. CG-iz N> Q SWM FACILITY SEE DETAIL ON SHEETio < (31,850 SF) o C '� • � 9P. PROPOSEDBIKE RACK ON (7 SPACES) I SEE DETAIL ON SHEET io - PROPOSED HANDICAP SIGN SEE DETAIL ON SHEET io /W�R " o =i 1 I ' O �',�y. ,Q` �' , (�} PROPOSED VDOT STD. CG-12 I PROPOSED } MONUMENT SIGN PROPOSED VDOT STD. CG-z Q SEE DETAIL ON SHEET i° ' �n Ln - SEE DETAIL ON SHEET io PROPOSED 6' CONCRETE m L9 w O (TYP.) N SIDEWALK (TYPJ C� Z Z „• PROPOSEDSTOP �� T 1 1 \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I° O I SIGN (TYP.) k 9 a / w _ U ��, �� ii� p_)16 ~ f}- \�� 7ry x .yp�' a �piQ ® _--ter �® N -- V' W Q t~i_1 Z S "x `1111� i h �S, y0� m m O�(1 , 8' 8' 8' / LijT-1I I iS , OC 2i '� �� Q % J Q BLOCK4B L/)C v -- rt� -�- w -- �w w LL h. X W m H N a N> N> PROPOSED VDOT STD. CG-z CV W w U CO w m w < SEE DETAIL ON SHEETio O a W N F Q �- w u �h 9` a i �, 1 t v -�J > vwi v PROPOSED INGRESS/ W Q EGRESS LOCATION z6' -1y 26 - - - 9 Z . • TRAVELW'� ( P) N } J H� r I Q Q � l PROPOSED HANDICAP SIGN PROPOSED 6' CONCRETE PROPOSED VDOT STD. CG-a } k SEE DETAIL ON SHEETio SIDEWALK (TYP.) N SEE DETAIL ON SHEET io N > I1 V Q ¢ PROPOSED PROPERTY L Z J- PROPOSED VDOT STD. CG-12 p, p, H BOUNDARY (TYP.) W SEE DETAIL ON SHEET io 9' PROPOSED PARKING a 9 \ (— EXISTING STREETTREES X 23 ALONG ARCHER AVENUE PROPOSED �� (Yp.) LOT POLE LIGHTS (TYP.) " (a(p.) Z I GARAGE �, 20' o J a i _ I P-ELu / 1 1 f2 3 3 3 PROPOSED PROPERTY -- o -' N N BOUNDARY(TYP.)_► J Y I Q EXISTING ARCHER, VENUE d0 - Q �P W CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER I' ii.8' n.8' -o J SUB2017002 N I r io.4 F ( Y n, co w( - P' FUTURE W Ln - � G Q , BUILDING \ W J PROPOSED SMALL FITNESS k (TYP:) ~� CENTER AND CYBER CAFE ON ' GROUND LEVEL (z,65osf) PROPOSED FUTURE FUTURE U) PROPOSED MAIL KIOSK 7 BUILDING BUILDING Alt -� J W o APARTMENT BUILDING #2 e a O (4-STORY - 66 UNITS) ----- _ ----- ------------------ PROPOSEDSTOP -------------- - ------ -_ y Q .� PROPOSED so' --- ------------------------- � / 1 PROPOSED g'xzo' PARALLEL PROPOSED SIGN (TYP.) ��1 •.,,, RIGHT OF WAY 5' BIKE LANEA TRAV LW J- 0 M / PARKING SPACE _ O LJJ e, ------------- --- - ------ -- -- - ------------------------------------------- o ,• °.., 5'SIDE SETBACK�- -�-- --- ------ - - -- --------------------------- �'�/ N PROF ED J -- L_ r� k T - L -\ MONUMENT SIGN - s . _- - a o SIG --- ANCE-z8o' - p w HT DIST --- = ------- -- Ln ] a` -ri Q Q -S\GNP p\5 0�o w N w _ JOB N0. PROPOSEDINGRESSI ° 182150 EGRESS LOCATION MATCHLWE - GRAPHIC SCALE SCALE fn 1 - o o i o 60 _ 3 5 3 1 „= 30' ELLA > JSEE SHEET 6 LANE - PRIVATE -STREET. SHEET NO. m w N ELn 109' RIGHT OF WAY w w NCE=2- ( IN FEET ) / �_ �a �QQ - --- H 1 inch = 30 ft. 7 \GAS - \ P 8" SANITARY LATERAL IIIIII URE FUTU-RE-PROPOSED ©FLI- JGyGL�SIhN � /j //, \, � ��L-J� PROPOSED BUILDING BUtLDIW- � l�SW. / / �//��/ \I / APARTMENT BUILDING#2 PROPOSED LATERAL �- r\. % 3"WATER AND i.5"METER VAULT SCOTT R. Z iI/ /�/ i°• / (4-STORY - 66 UNITS) -------------- - - - - -- \.• --- -- ------------------------- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ULic. No.035791 � i , \� <y\. E PROPOSED 4"FIRLINE 10/26/20 4 ° /_ -. ° -�-�'- .: \ - -- -- - -r IONA E /� I c M --- -- S�E DIPWATER, LINE __ -- -- ----- - ---- - - _ JA _ PR_ OPOSED TYPE A 1I _ \III BLOW -OFF ASSEMBLY _ - r_.s 7 7- - - - - - - - - 1 Mi, r7j Ij r - - - - / - n-777� -INTO EXISTING .Cm �te -,v RTIE 1B UTILITYEASEMENTSEE zz" DIP WATERLINE - SHEET 9 1' -n z0 , v ,. :�-- s/1ue /' t"a I 1I I I 3 — PROPOSED8"PVC SANITARY SEWER Z� oQ ZJ) �„ _ {I V' .%\ _ v ,yII ' z / \P uj .%. __ _F£� _ ° PROPOSED FIRE HYDRANT IIiIII1 / /-/ - rD ASSEMBLY W/iz"x8"TEE I gyp. ' FIREI ---- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- __________ _______________________________--------------PROPOSED4 ________ iIiIIIIIIIII - PROPOSED3"WATER LATERAL "METER FUTURE FUTURE FUTUREPROPOSED ' ° AND i. VAULT APARTMENT BUILDING #1 I BUILDING BUILDING BUILDING �_L \�° I iII ' IIII (4-STORY - 68 U NITS) , oNF-4 V• -�•. - r 0N / 111111 I I I/I 4 � _L I •°> _ mwllllll� 1I 1 ROPOSEDzo'ACSA Lu I �A IIN 1I1 EAI SEM" UIL—IT—Y N-T 1 IqI EIII _ '.°- •a� IF -_ Cyi ' 1I� 04 I�• co I,"I. PROPOSED SANITARY LATERAL 1452 � 4 1 ; I _ t -- /— EXISTING_ MH-SAN-zo 2A•P PROPOSED 15 HDPE STORM SEWER 1 I1 454 I PROPOSED 8" PVC PROPOSED zo' SANITARYSEWER DRAINAGE EASEMENT / O; C HaI��-- i\\7 lik—dA _./- LUILL L �Vw /--� > QZZF0rI��1I11 —j -j LL LM 114= W— LU CQo � — - CLUBI \\I, U EXISfING8"� BLOCK�4A /"-/'E EWERSANITARYS -� - =J - - -7 —��--/—•--. � -- -PROPOSED PROJECT BOUNDARY -/--- o EXISTING FIRE HYDRANT .-V. EXISTING MH-SAN '" w I 1 .II, a 1 ---!----------�------------------T--------- ---------II----- ------ \'£t� EXISTINGLAPARTMENT EXISTING APARTMENT W U zz'D.I. °S X/�IS�" TIN-1 hUDN ------ ------ �II18 UNITS° UIDNGEXISTING ----- I�14 UTSWATERLINE �MH-SAN-1g j -. ,9-. 448 I lzd WLL J I EXISTING IRE l i \ --- - ----Z � :I .w w—z� / ¢ �o\ -:,.+ w . T HYDRANT EXISTING w wT-♦III - , w ---- -----;I -- --- --- -�-- W O w �\j Lu w zcoV Xy - STRTOP=44z. BENCHMARK o ��n�- _ _ SALAMANDER STREET -.- EXISTING iz" D.I. (PUBLIC, ROAD) WATERLINE _ QO / s °° 6i/ � s ° •>. / a Yli 47- i �% _a °• ( • ,P e ° a6 ON \ ` •.. �T.I --° —Zr/ ce°_`-• /-I�-' - -\\ _ 'Jr ' - 77� --- —� — --- _ -- \ 1\� CEMETERY / —— —• / -- -- _ _° -- — ° �II, --j —_ i----------- I° 1 I / I i_ — -- BLOCK 6 l JL/06 . NO. I F—�---- II �G IC,SCALE 18215W2 0 .r�--- / �_' SCALE 60 it N p Ilk- f •- t I IN_$EE]T � SHEET N0. - 1 inch = 30 ft. 8 — zrl T UP \ J♦ \\ \ \ ----- �� \ \ \ \� .. \\ y y y o y SCOTT R. LINS'Z — PROPOSED WALL`- v A \ / ♦ v /CD v v vEXIST�INGSTREAIv� m. „ L� Lie. No. 035791,E (MAX HT=8') / \ \ \ \ \ \ \ EXISTING GREENWAY (TYP.)J ♦ \ / _ \ \ \ \ \ \ \ \ + , \ „0 4 , I I I 10/26/20 I \ \ I \ PROPOSED WALL _ �� PROPOSED SEGMENTED '-(MAX HT=8) - PROPOSED _ ♦ RETAINING MAXHT 6,wALL i - APARTMENT - PROPOSED z0' ♦ -1 BUILDING #3 JRAINAGE EASEMENT PROPOSED1S HDPE \,\ - (4 STORY PROPOSED8" - -- STORM SEWER 7 SANITARY LATERAL S o Lu so go 6UNIT _wwm go • 10 ..;,._.: L U)_ rr •♦ s- i r - _lc 040 rrr fir% -- =w, _ _ - _ W�/ 1 I I10_ \ I - 3 ; = PROPOSED EXISTING ICE RINK / �51N11A F-ACILIfiY Lu N a '• 1 (31,850 SF) / �� ' o C PROPOSED8" . 1 } SANITARY LATERAL PROPOSED WATER 1 PROPOSED 3" WATER LATERAL 3 1 AAND i.5" AND 1.5"METER VAULT -- — — - ATERL 1 l I' - \BLOCK 4B TIE -INTO EXISTING iz" DIP WATER INE I I I I II I II I I I I II II I II II I I II it EXISTING iz" DI WATERLINE 1 I I i J ^e i I / � I I y METER VAULT _ 1 > N1 PROPOSED y" FIRE LINE 1 ,I• ^I PROPOSED4". ; �/ _ I - -I t� k / -> ', II I FIRE LINE L PROPOSED 8" I I 1 ' f C7 • if - - - - - - ---- ---- -------- DIP WATERLINE � r• CC)-= -\_ a PROP SEDTYPEA- m ♦ BLOW -OFF ASSEMBLY -- --- i/ N uj r,l - ----- ------ ---� - ---------------- ------ -------------� r-- - -- - - - - - - - - ----------------------------------^-- - - / 04 \ I PROPOSED zo' ACSA PROPOSED FIRE HYDRANT UTILITYEASEMENT I I ASSEMBLY w/iz"x8"TEE * - � z 11-T 7.� :� - ., v v ;-�.. -y.. - 1 - - --- _ - Q Q J 0 � � _ W 1 I / z > 0 PROPOSED 8' PVC 1 PROPOSED PROJECT \ \ \� \ J I Ur SANITARYSEWER I ✓ pROPOSEDzo'ACSA ~ \ / / �� , - I I PROPOSED POWER PR POSED FIRE HYDRANT /I _ 1 / ,-` U TRANSFORMERS AS EMBLYw/iz"zS"TEE j ll� 1 BOUNDARY I / i/ / \ \I \/ � I�1 z X w b -6 — �I I UTILITY EASEMENT Z w L9U Q - , LL- ' • . -a _ — — — -- - r. ,. . = PROPOSED i5" HDPE _ STORM SEWER - - ILL PROPOSED zo' - DRAINAGE EASEMENT / I I ♦� j / i / / / / / /\ /\ i Q PROPOSED 8" DIP WATERLINE W 0 LnU) FUTURE ,, LLJ J BUILDING ,- W 1--I -/ L FPROPOSEDS"SANITARY LATERAL ; I FUTURE _ - — — — TUTU -RE- - BUILDING --- BU4L-DIN4a PROPOSED W O Y < APARTMENT BUILDING #2 PROPOSED 3" WATER LATERAL - - e, AND 1.5 " METER VAULT \ (4STORY 66UNITS) - ---- - -------------------------------------------------- - ---- O I PROPOSED y FIRE LINE o I — — — — — --- -- —-------------------------------------------- -- — -------------------------------- �/ N — -- ------------- PROP -� \ OSED u" _ I- -- -- - - - 1 ~ -------- iC r DIP WATERLI�NaE ; - I I = , w - - - - - ------ --- - --� I----- -i PROPOSEDTYPEA - - - -- - L _ 0 x BLOW -OFF ASSEMBLY = I ; ; JOB N0. - = --- --. - - - - _--- ------ -I - - - - - - - GRAPHIC SCALE TIE-IN TO EXISTING ,,, TCHtI,NE H I �, I PROPOSEDzo'ACSA -_ 18215 SCALE iz" DIP WATERLINE BLOCK 16 - SEE SHEET 8' I A I UTILITY EASEMENT -30 o is 3o eo n_ r 1 I I PROPOSED8"PVC - { IN FEET j / . - __ SNITARYSEER - -� -- _-___ AW I _= ; 1 inch = 30 ft. 9 " i / / , lz r ( F / NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. V. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARAT70N OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WI7HIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCA7IONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, lT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC770NS ARE INSTALLED, ALL RESlDEN77AL 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. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A ViDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA7IONS 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 SA RSFACT70N OF THE ENGINEER. J. 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 VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. DRAINAGE 7. 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 COND177ONS 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 SPECIFICATI0NS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECAON. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETI0N OF THE INSTALLAT70N OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ON 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. BITUA41NOUS 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 7. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77N PUBLIC RIGHWAY INCLUDING CONNECTION TO G T-OF- ANY EX/STING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON 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 J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZAT70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 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 HOTEHYCRR�LCNTCEMENT SIDEWALK t RTI�P1 PES.WEP IN SOIIIAE Y:WOSI GENERAL NOTES DETECiaBLE REQUIRED RFACE"iAREA,rN SQUARE TES) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES. EACH OF THE (HOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERILS APPROVED LIST FOR BE SWMMIEEO FOR EACH CURB CUT RAP. DETECTABLE WARNING SUFACM. PRODUCTS HOT LISTED SHAM MEET SIDEWALK RAMP fYt NM THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48.1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APMI 3. ROPING 90E5 OF CURB RAW MAY BE POURED MONOJTHK:MIY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOUREO BARS, 4. F RAMP FLOOR E PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 THAT F T T T F M d NO HA AAJONNG FLARED 4D�E5 CM BE CAS N RACE AFTER PLACEMENT 0 PRECAST RAID MPRECAST CONCRETE SHALL BE R BOTTHNED SAM WES OF THE ET RAMP FLOOR, MO-DEPW PLACED ER TO CENTER TYPE A OF RAW FLOOR MINIMUM PERPENDICULAR CONCRETE COVER 1V". B. CURB / CWB MU GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER 5' WN T. CURB RAPS ME TO BE LOCATED AS SHOWN ON THE FILMS OR AS DIRECTED 12`1 a -C BY TIE ENGINEER. THEY NE TO BE PROVIDED AT NTERBECTION$ WHENEVER ul MAX M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HANWAY FACILITY CROSSES A CURB REGAROESS OF WILMER SIDEWALK 6 EXISTIING, PROPOSED, OR NONEXISTENT. THEY MIST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AB SHOWN ON RAPS OR AS DIRECTED BY THE ENCNEER.AND SHOULD N07 TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING UNIT PBLES,FNE HYDRMTS,MOP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CON71WWS PARALLEL �p DNOBRTRUCTEO STMLE,FIRM MD SLIP RESISTANT PATH CONNECTING ALL AND USED ELEMENTS OF A FACILITY THAT CM DE APPROACHED. ENTERED rK1�S'V"11µV� AND USED By PEOEsrRIMs. 5�;;5 wa'xB. THERAMPSC MAT NE PLACED A D WIT IN TMGEXNA SECTIONS SSWALK THATTHE CURB OPENING IR PLACED WITHIN TIE LINTS OF THE CROSSWALK /JD eTHAT TIE SLOPE AT THE CONECTION OF THE CURB OPENING lePERPENDICULAR TO TIE CWB, YWNf• I9. ACCCOM ODATE THE TURNINGKREQUIREMENTS TK MTHE rCICPATEN HEAVYARTIIRUC NOT 1iPAFFIC,REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 9IMAT X .R" HIGHER iHMTRUCK TRAFFICI FOR CONCRETE DEPTH. EOCE OFPAVEMENT D. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHAPED USE PATH. AT X X SANE AB TOP OF MIN THE MINIMUM WIDTH SHKL BE THE WIDTH OF THE SHARED USE PAM 11. WHEN ONLY ONE LURK RAMP IS PROVIDED FOR TWO CROSSINGS DIADNAL). TYPE C A 4' A 4' LARDING MCA SHALL BE PROVIDED To MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING IRO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PM. - 12. ALL CASESERE CURS RAPS INTERSECT A RADIAL SECTION OF -TRUNCATED DOMEIn WERE CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE A"-T.4" C-C WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH WE BACK OF CURB. - �0000 0000000 0 0 0 0 0 0 0 0 I. 0 I. 0 L.4DN,G RpAP O O O O O O O O 0 O o O O O 0 e + o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 X- T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DEIECTABLE WNRMNO d AT BACK OF CURB "-1.4" tlNNMLE FUL WIDTH OF RAW FLOOR SEE ROTE 12. BASE DIME TER PAY LIMITB DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ROAD M`BRIDDR£OSTMDNDS SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET'OF 6 REVISION DATE (GENERAL NOTES) Ds 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 9G2 203.DR NOTESI 1. THE REM MAY DE PRECAST OR CAST N RACE 2. CONCRETE TO M GLASS M F CAST N PLACE, 4000 PSI F PRECAST. 3, CUR® HANHO A RADIUS OF 300 FEET OR LESS IALONG FACE OF CLAM) WRL BE PAD FOR AS RATAAL LOB. 4' WE CH AS 3-Tm VEPTCHI ORINNCREASER�EMUCARII A$ 3• (21" DEPTXI IN ORDER THAT THE BOTTOMA OF CURB BILL COMEE: WITH WE TOP OF COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE 1HE OEME TO DE BY' AS SHOWN. NO AOANS�MEIT N THE PRICE GO 15 TO BE WAGE FOR A DECREASE OR AN NLREASE N DEPTH. e, GO-2 E TO WE USED ON ROADNAY5 MEETING THE REOUIREMENTS FOR CGA AS SHOWN N IN PTETIEE gcTION O N CS URBANE TANDAAR"Os�"'A" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED REFERENCE STANDARD 6" CURB ROM MD BRIDGE STANDARDS WE REVISION DATE WELT 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20707 S7D. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA 7701V (VAN) LOCA DDN SIDEWALK FACE OF CURB BUMPER - BLOCK 18' PAIN 4" PAINTED PER WOT SPEC STRIPE MIN. MIN. MIN. (TYPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STA7E REQUIREMENTS HANDICAPPED SPACES SHALL BE /DEN7717ED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) R- 7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON 97E PLAN. SIGN WILL BE ALUM/NUM (PAINTED WH/TIE) W7H GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SON SHALL BE PLACED ON STEEL POST 1-1/2• 0 PAINTED BLACK SET /N 12" OF CONCRETE TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE floo - =Soo E1oo - Ssoo FlNE FlNE HANDICAPPED PARKING SIGNS NO SCALE TOP OF 4" 2" R CURB 61, l.. A. ,• 7N 4. .DIE 4" 6" ! f 1' f61, 2' 78 STANDARD CG-6 STONE#57BASE6UNDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CG-12 NOTE: COPONCHR P CURB RAMPS COMMIT OF THE FOLLOWNO: XYDRMAJC CEMENT S#WALB( (DEPTH N THE E& AREA IN SQUARE YARDS) GENERAL NOTES: DEETECTTAABLE REQUIRED SURF2ACER(�A IN iIN o ARREE TAXES) 1. THE DETECTABLE WANING SHALL BE PROVDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR BE SUNMMZFO FOR FAUX CURB CUT RAP. DETECTABLE WARNING SUFACES. PRODUCTS HOT LISTED SHALL MEET SIDEWALK -RAW 12,1 4M THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CO-12 DETECTABLE 4a:1 UAX WMNNC SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. ROPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOW OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REDUCED SAE. 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE MOVING FOR DOWEL BARS SO 8 THAT ADJOINING FLARED WFS CAN BE CAST N PLACE ALTER RACENENT OF D MA PRECAST RAW FLOOR. PRECAST CONCRETE SHIN DE CLASS AJ. TYPE A R. BBLOOIPUINESDDESMOF WE RAMFEFLOOR, MO-DENTHDE1RPlIP CENTER OM.CMWYIAAAOUG PERPENDICULAR CONCRETE COVFR I%". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURS RAPS ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5•MN 7. CWB RAMPS ME TO SE LOCATED AS SHOWN ON THE PLANS DR Ai DIRECTED tX� 1�C 8Y THE ENGNEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER O,1 MAX M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURS REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXSTENT. THEY MUST BE LOCATED WITHIN HEDESIRUN CROSSWALKS AS SHOWN ON MINE 5 M AS DIRECTED BY THE ENGINEER. AND SHOULDNOT TYPE B BE LOCATED BEHIND VEHICLE STOP LIKES. EXISTING LIGHT POLES FIRE HYWANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A OONIIMUWS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLP RESSTANT PATH CONNECTING ML AYN,A'KfW� ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN RE APPROACHED, ENTERED yyAAPP ,Ry Yri bNy'RUyN',AH!i'; AID USED BY PEDESTRIMS. ty'AnNA/�J'U"IAN4,5 /JdAR%w.'u'K B. RAMPS MAY BE PLACED ON RMVL OR TMGENTW SECTIONS PROVIDED THAT PI' % 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND�ql MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPEM'NG IS T 12'I. MAX i m PERPEHOICULAR TO TIE CURB. S MN xx *TA' 9. ACCOMMODATEflTHE TTUURNINGKREQUIREMENTS WHEN ANTDPATED WAVY TRUGM�("OT iJ-- TRAFFIC. ROPER TO STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY "MIN T AT .2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF IGGHERPAVEMENT D. WHEN CWB RAMPS ME USED IN CONJUNCTION WITH A SHARED WE PATH, AT XX ,SAME AS TOP OF CURB THE NNWM WIDTH SHALL SE THE WIDTH OF ME SHARED USE PATH. It. WHEN ONLY ONE CUNT RAMP IS PROVIDED FOR TWO CROSSINGS (NAGONAL), TYPE C A 4 % 4' LANDING AREA SHALL BE PROVIDED TO MNEUVER A WHEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GONG INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CUM PAWS INTERSECT A RADIAL SECTION OF TRUNCATED DOME e CURB AT ENTRANCES M STRUT CONNECTIONS THE DETECTABLE .6"-2.0 C-C WANING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O D O S -AgOFEO M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CUiB. 6 0 0 0 0 O O O O O O O - 0F 00000 0000000 -r LAWNC RAMP + U000000000 0 0 0 0 00 0 0 0 0 0 00000000000000 XF- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T R o 0 o O o 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNNO o AT aSI( OF CURB 9"-14" I VAINPBLE FOIL WIDIx OF RAP FLOW SEE NOTE 12. ASE ETE H PAY LHMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET0310.90F 6 REVISION DATE (GENERAL NOTES) IDS 07/15 VRONIA DEPARTMENT OF TRANSPORTATION 502 2. 105 VEX ccs NOTES: L THE ITEM W.Y BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CUPS M GUTTER HAVING A BUBBLE O JOD FEET O1 LESS (&am FACE O CUM) SMALL BE PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR WE WITH STARDOM OPEN -MINED DRMMME LAYER, WE BOTTOM OF THE CURSIFGUTTER BE CONSTRUCTED I PARR EI TO WE SLOPE OF WAGE COURSES AND TO WE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR WE USE OF COS IS .. ON ROADWAY CLMSFIGTION AND DESGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON BE URBAN STANDARDS. D • • rH P IF .'a .'A D D • D A D! D A THIS MEA MAY W CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER ROM AD BRIDGE STANDARDS VIRCIHA DEPARTMENT OF TRANSPORTATION REASON GATE SHEET 1 OF 1 2m.GO 12 REFLECTIVE ALUMINUM I LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE + TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW LLI0 GALVANIZED "U" CHANNEL POST 0, O w M0 o� VDOT A3 GENERAL N M CONCRETE ow -n o TOPSOIL AND SEED J 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES (5' MIN.) 4" CONC. 3000 psi MIN. \\/�\\/�\///\\/�\ • • 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM-9.5- SURFACE COURSE 4" BM-25 - INTERMEDIATE COURSE b" 21-A - BASE COURSE CCAD WIDTH A� H WIDTH OF ENTRANCE o' rA O,p O EXPANSION JOINT j EMITTING ON PROPOSED / SIDEWALK OR SIDEWALK SPACE c J• CURB INCLUDED IN W 'x E%PMSION JOINT ENTRANCE CUTTER u C B /05 Y Wb 4 0 � OW LIRE ENTPANCE WIDTH DESIRABLE MINIMUM M. ENPANSM JOINT ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT n� IT ACrt 55 RWTEESTPoM® Bf ® LIMITS ROUEDE SM'AN IRPAVfO SPPLE V LNPAYEO SPACE WIDTH �� RI NON -TRAVERSABLE LINTS OF PEDESTRM 55 ROUTE TRG ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADWIONAL RIGHT-OF-WAY IS IEOI�WED F THE LIMITS OF PEpESTRVN ACCESS ROUTE NRI EXTEND BEYOND EXISTING 1•-3" OR PROPOSED MOOT RIGHT -OF WAY 15" M PEDESTRIAN ACCESS ROUTES PROVIDE A CONIINUWS - UNCBSTRUCTED,STPHLE,FRM AND SLIP RESSTANT PATH CONNECTING AL ACCESSIBLE ELEMENTS OF A HALF PLAN - FACILITY THAT CM BE MAC PROMED. ERAVp EREO - H. A. e. USED BY PEDESTRIMS. ! IF PEDESTRIAN ACCESS ROUTES ®ARE SEND REQUIRED MTHNA M'NAX`. 1XACRIMSMSLOPE. H SECTIONSIB-B WHEN USED IN CONJUNCTION WITH STANDARD UNPAVED SIDEWALK SAME CC-3 OR CC-7. THE CURB FACE ON TAPS MATCH STANDARD IS TO DE CONFIGURATION. PARABOLIC TIE MOUNTABLE CURB CONTRATAiION 2•-O: f CURVE M. I: ® ® . E. HORMAL OUT TEA ® --- __ ------_-- ^six .'e•- •u. •C. e. e-' -I;. a. •e. -e• 4 •- •OYITO DY LHMDE b Y4 I C-C arse. CLASS A3 Lx.E.s.) CONe.SECTION r.-GATE ISIZF 29 B'-O" ® MINT OF IXRAOE CHARGE 12X A. SLOPE FOR CURB AND GUTTER OILY • .'e. .n. ,p, 1-12 X MAXNUN INCREASE IN ROPE AT MINIMUM 10' INTERVALS e. ri. FOR 9DEW GUT aNIIK W TE CONCUAiENTLY Y Y Y 3 X MAXMUN DECREASE IN SLOPE FOR FIRST D•INTERVA_ AND . .>. B % MMMW DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A SECTION D-D STANDARD ENTRANCE GUTTER SPECIFICATION REPRENLE ROM M`BRIDC�S MOMOB SHOE 1 M 1 REVISION BATE 502 203.03 OT/15 VIRGINAL DEPARTMENT OF TRANSPORTATION I I A -L u STREET APPROACH SINE SLR (RADIUSRE AS A5 MANURE ROADWAY RSEE NOTEOTE 6 6) SHOOWNN ON PALS) 9: C C 1 (SHOALS TO BE AS / RMI%L COMBINATION SHOWN ON PLANS) CURB AND W P / cc-0 ( NOTE T) SIDEWALK I / n LWE NOTE 21 .. -r i aP1Y1NAL MORE; WIDTH -I" 2'-0" OR AS W IMMUNE ROADWAY SHOWN M TYPICAL SECTION. AEI PLAN VIEW "WINE ROADWAY SLOPE 10, PARABOLIC CURVE OULDERx%NAX. OPTpWL SHOW SLOPE CHANGE ME�� { MAtlUKE ROADWAY - - - - - - - - ---- 8% MAX. ® - D SLOPE CHARGE D 20'MNMUM FOR R'MIN. COIAEROAL ENTRANCE M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. SECTION A - A ASPHALT PAVING - DRIVE AISLES AND PAVEMENT REPLACEMENT NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE 502 ASPHALT PAVING - PARKING SPACES NO SCALE 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE �6" COMPACTED 2iB STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE CLASS AT ff CONCRETE SECTION C-C GENERAL NOTES L WEN CONNECTION MUST MST FDESIGEDTIN CONNECTING WITH AASHMO POLICY AND THE MPLICUBLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL. INCLUDING SIGHT DERANGE REWREMENTS. 2. MEN WE ENTRANCE RANI CANNOT ACCOMMODATE WE TURNING REQUIREMENTS OF AIRICPATED HEAVY TRUCK TRAFFIC. WE OEM FOR SIDEWALK I CURB RAMPS I RHN THE LIARS OF THE RADISHOLLD BE INCREASED TO T'. 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CIE® FIGS ON THE STANDARD E TO BE ADUULISTEED TO MATCH TIE MOUNTABLE CURB CONFIGURATIO4. SEE STANDARD CO-12 FOR CURS RAP GUNN TO BE USED WAIN ME STANDARD. 5. OPTIONAL FLOWLRE MAY REOURE WARPING OF A PORM OF GUTTER TO PRECLUDE PONpNG OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE MEN CONSTRUCTION O A ROW LINE IS REWIRED TO PROVIDE POSITIVE ORANGE ACROSS THE ENITUA . 7. MANURE PAVEMENT SHILL BE CONSTRUCTED TO THE R/W ME (ME" ANY REMADE SIABILRATION REQUIRED FOR MMILNE PAVEMENT WON CAN BE OMITTED N THE dTRANI 8. RADIAL CURB OR COMBINATION CURB AND GUTTER BRILL HOT BE CONSTRUCTED BEYOND WE RAW LIRE EXCEPT FOR WERDM PLACEMENT PURPOSES. I. THE DURABLE AND MAXIMUM ENTRANCE GRADE CHARGES D` ME LUSTED IN THE ALLOWABLE ENTRANCE GRADE TABLE THESE VALUES ME HOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRIPE CHANCE 'O' IDCBRASUCI MAXIMUM NON ALOE THAN - VPD Ox 3x IPEBa I eon-Im AND sax ex LOW LESS TURN - VPD sex es Nme NL.. FrTI1MI.E RNAIE TABLE Is HOT IPPLIC LE TO STREET CONNECTIONS CONNECTION FOR STREET INTERSECTIONS � MRU'R'>• ELEVATION VIEW MADRAX OM810N GRABER MANUFACTURING, INC. 100 DIRNIE WAUNAKEE,, WC15397 P B]0 N H7331, P BOB) &&1080. F{eOB) B4&1081 ASWJ. RAX.COM, L:SALES®MADRAX.COM TUBING CHECK DESIRED MOUNT D MAX)�3XBX31B°THICK 2EA3S'SO.HMETVP. F ,LAG BOLT coNCRETE ❑ IN GROUND MOUNT (1O) ❑ SURFACE FLANGE MOUNT (SF) SECTION NEWS PRODUCT: UXIW3(SSFM DESCRIPTION:'U' BIKE RACK DATE:2 BIKE, SURFACE OR IN GROUND NNW ENG: BMDMC CONFIDENTIAL DRAWING AND INFORMAITCN IS NOT TO BE COPIED OR DECLOEED TOOTHERSWIIHOJTTHECONSEWT GRABS NUFACTURNG,NC. SPECIFIC WN6MESMEWTOCHARGEWRHWNODCE. IYD14 OPAL ER MMUACTUNNO, INC. ALL PROPRIETARY RIGHTS RESERVED. �EA WTM mNOLETYP. 12 VT LAG BOLT CONCRETE ❑ SURFACE GUSSET MOUNT(80) UPCHARGE NOTES I NRALEIXEMCEKCCRONGTOMMUFACTURER'BBPECIRC41TON8 4. CONSULTAWTOSELECTCOAWFNIBH1,BEEMMUFACTIIREA'SBPEURGA M. 3, ffE81TE PLUS FW LOCMION OR CONSULTOWNER. 115 mmor • ry"WXRE LANE 6"WHITE LINE MOEI IVHX ELPNE y"WHITE LFNE �' STRIPING STRIPING STRIPING STRIPING a3.5. S' Icci a9.5' mnanua, IBi.e,nNEI Nv6�[,,..rvu I1Rnvri vwH I9IFE�-1 .N PARFN61 TYPICAL STREET SECTION - PRIVATE R/ r (STELLA LAND l2j /j 1pI f DES'fCN' S'PEE,9 NOTE PARKING TO BE PROVIDED WITH BUMPOUIS (NOT TO SCALE) ALONG ROADWAY. Lic. No. 035791 ,1� H 10/26/20 w4 ti S G S � INAL E 0 Z O J a � On On Z 0 (n 00<I--H r- �N Vl LU " `J � I W ce CD N W C) N 0 N CD L9 Z w w z l7 Z w J J 0 U OR J 1� LU LLI z J w a Ln JOB NO. 182150 SCALE AS SHOWN SHEET NO. 10 v 1 / PRE- AND POST -DEVELOPMENT SUBAREA AND OUTFACE SUMMARIES I II ) ffi ®A Pre Dev. Subarea Post Dev. Subarea Method of 9VAC25 870 66 Method of 9VAC25 870 66 Method of 9VAC25 870 66 (Point of Interest) (Point of Interest) Channel Protection Compliance Limits of Analysis for Channel Protection Flood Protection Compliance \ I, II _ --/ THIS PORTION OF STELLA LANE IS ` \ \ TREATED UNDER WPO 201800086. THIS �- 1�� PLAN IS CURRENTLY UNDER REVIEW AND v NO MODIFICATIONS ARE PROPOSED TO Method of 9VAC25-870-66 Limits of Analysis for Flood Protection r p IHIDAKLA&11D IKLAIMLNI. �� i ' �i rRVrv�CV> 1V 1lellL II �S G'- I& ACCESS EASEMENT `��ONAL V, �i _- 1�V 0®®® � I1) I I ■� MAPPED TY�ODPLAIN,�.®® PROPOSED CONCENTRATED f- V �� I� ,. II+� ■ ■ Pd _ \ �� TFALL#2TOPOI #2 - ®®oo )� 0® -- a II � I I ,� — J �r IIII � � `� °� I ��►� _ - ®� / � II IIII II IIII __ '� - - •• .■ —II — — — �� v � (�, I 100' OF OLE w/ A ELEV.-1.5' II' III III - I� _ ■---- ,-I. ri'. (l. ( - i. �II 160' OF CONC. FLOW w/ A ELEV.=2' - ■ A ® 0� Z - '� 425' OF CHANNEL FLOW I\L ■ 1-3 THIS AREA (BLOCK 4B) RECEIVES STORMWATER� "`- Ir \ \ \ 0 ..'- , I / O � QUANTITY AND QUALITY TREATMENT UNDER - - 0 ::) H Q II i�Y �� I I I I II I �T1� +rl- '- ■ APPROVED WPO 201800051 NO MODIFICATIONS -� , ' � � / � C- �� II • ■ _ ARE PROPOSED TO THIS AREA &ITS �� STORMWATER QUANTITY TREATMENT. THE Jr1. ® (O/] m \ WATER QUALITY TREATMENT WILL BE SLIGHTLY III / PRoaoseD � • ® / w DO IMPACTED WITH THE REMOVAL OF LS-11. ' Ln �� I I� •ul r ■ !�- I, \ PRE-DEV. LOCATION OF PROPOSED WET POND 'B' I 211, O J I / D- 0 _ POND B' TO REPLACE - I 0 O 7) p {I ( ■ - - ,I, SUBAREA B WET \ I I , � n CN060 UPSTREAM 57-4C ♦ 0' 0 n I �♦ /® ® I -�� Tr0.27 hrs. 0 0 Z V I �\ U U I I ♦ / ® �� ® PROPOSED EXPANSION OF / .. p i I I '' .� �. ♦ ® ® THE APPROVED LIMITS OF I / r, 11 Irl�,ll. i� ll. /1; III ��APPPROVCED-�� v� �♦ / ® 01S00037, AMENDMENTANIZE UNDER r } I I i - - _ LU APPROVED __ -- , ® NOTE: +' I r,O _ - r I * DIVERSION , @'\ 1-`�-,�_y� - - ,�� - --II+I-S PkANfROPOSES TREATMENT ' . \ ® \ THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE FOR THE FUTURE DEVELOPMENT ® Cd \ TOWN CENTER, APPROVED BLOCK 5 &APPROVED SALAMANDER 1 OFTHE-TOWN CENTER. , 0 0 STREET= 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL �\ ROADS, BUT EXCLUDES BLOCKS BA, 8B & 4A SINCE THESE AREAS RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP ' PLANS. THIS 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY _ \ 0 DEFINES THE VRRM BOUNDARY FOR WATER QUALITY 1 ' `0 REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE TOWN CENTER, BLOCK 5 & SALAMANDER STREET). APPROVED LIMITS OF ®0\ ®® DISTURBANCE UNDER WPO p -- - - - - ! 0 ® 201700037, AMENDMENT #1 '— O I / �• �♦ / a 100' OF OLF w/ A ELEV.=L5' ♦♦ 0 0 41* WETLANDS, CD L 950' OF CONC. FLOW w/ A ELEV.-10' . - . 0 I 0 I \ r / / ., o • 400' OF CHANNEL FLOW DOWN THE EMBANKMENT ■ ®, 0 ®:. ERENNIAL III \ ® �:. 11 /I f' ■ / / I -REA I II bD 1 • .� I I STTYPM � ®� ��il�' �� I: I I ■ PRE-DEV. V ■ � � J , - :100 L SUBAREA - \ II cO I �II I I r - , 16.25 ac I Oz SOUTHERN &WESTERN PERIMETERS 6. 60 OF SUBAREAS A & B ARE DEFINED 7c=0.41 hrs. ii BY APPROVED WPO 201900004.L9 III' ■ , �s"`T-d t� ® 0 II �I �I �r, ♦� ♦ ®I M ■ `�'� ♦ ♦♦ r-- c+� 7a MMUMMONNOM�� ♦ ♦ ® � I I\\ 1 w w w LOCATION OF : C3 II f 'Ii THIS AREA (BLOCK 4A) RECEIVES STORMWATER i ■ t > APPROVED _''° *•{•' 7 QUANTITY AND QUALITY TREATMENT UNDER _ - _ - �* _ _ POND- - �/ ® M L 4 11 \ APPROVED WPO 201800051. NO MODIFICATIONS % _a=a" -- � T _ _ ,;'_. - �-- -_ ,.� ®0 ®0 STORMWA70ER QUANTITY TREATMENT. THE r. I II'I o I _ WATER QUALITY TREATMENT WILL BE SLIGHTLY f '� //+ �.,, '<' ( /. - / - �� ® I PROPERTY ®. /� II� _ ■ WITH THE REMOVAL OF LS-11. _ i / ,v OI #1 LIMITS, TYP. 0. N W a- q _., IMPACTED 11h�� III r illll, ■ �� 0 APPROV D POND 4LI CONCENTRATED ®- N OUTFACE TO POI #1 0 '® ® �� Illr��, I I✓ ,I II I,1,I ■� III , , II , I°NI ■ �. I ' 11 I\ , /i I I I� I (��®® I Q w II I I I y{ _ W /44V/ / I ! i, / / I I) \r t \ \ / / % III I\\ 1 \y`E� \\\\\\ \\-. MANAGED STEEP �,� I\..+ 0. \ ® 0. / j SLOPES, TYP. _ J ® ?� © ® III I I III I ✓ I .III \,. \ - / / / ; 1 .al.. h �\ I \ ,�; / / / / I I II I• �' II \ \ \`\ ! \>\\\ \ \ PRESERVED STEEP_ 0 \®0 I ® J �I I�I II IIII - _ A / / I I �� I \ o SLOPES, TYP. Z III I�� IV-_% f _ -��` �e % / / �� / /r,� �� \ A�� ,.�A �,.A.. ...`�. ® ',� A�>®0 /f% inn .' i�� I A GREENWAY,� ® V'1 � 0 00 �i 00 �I. �A I ��■ i 11� I I I I I r // /" / / I- I I I -\ �� .�''� � TYR. Aaa :00 r © LL I� THIS AREA (BLOCK BA) RECEIVES STORM WATER I) / /A I � _ QUANTITY AND QUALITY TREATMENT UNDER _ 1 V I _i {Rr A ® - _ _ - QUA 0 APPROVED WED 201900004. NO MODIFICATIONS .• _ \I .\ r,i l r ` 11 \-�� `,�Y? - ®®® O ' ARE PROPOSED TO THIS AREA &ITS _ I \ ` p F ('r I I \ \ \� \ _ 0.-- --� STORMWATER QUANTITY TREATMENT. THE I^ \ 1 l \ Icoo \ \ 111 I I I I WATER QUALITY TREATMENT WILL BE SLIGHTLY \ \ \\ • �` , ` I \ i \ I I, l� k 0 I \ \ Q IMPACTED WITH THE REMOVAL OF LS-11. UP - A � A I � r � I � I I \ , � � � / ,� - � � r� t � �'� ^a. i='- � ® A � � - P� i C) �� IIII III 1 43 1 _ 1\ THIS AREA (BLOCK 88) RECEIVES /, \ \ + \ \ \ n / \\ \. \\ _ / / \ STORM WATER QUANTITY AND �7 QUALITY TREATMENT UNDER L WED 201800080. NO MODIFICATIONS ARE PROPOSED Ul W / A J V�/ M �� \ `.� .�y-. Ni• \ g� TO THIS ARE '� ,� A•,,A ___,_-� -�A .� / ��'�� ✓/ /� '% �- �� ,�%/.. ®�0 _� �� -W f W �� - / 11 1 l I I, �; �� ;-�ZLU h" KPN P / w :. �I�I I _ �,_ -_ �� w II I, � �� ■��%� li �� 1 �� I — ,_ — — ,�ii� PRE -DEVELOPMENT SWM NOTES: LU � 1. APPROVED 'POND 4' PROVIDES SWM TREATMENT FOR BOTH THE TOWNOf /�/ O 3 POLO G I \ �� _ i CENTER (CONCEPTUALLY SHOWN ON THE NEXT SHEET) AND THE APPROVED S r ,'L '��..: �� BLOCK 5 &SALAMANDER STREET SHOWN ON THIS SHEET WPO 201800050 IIII I 1 \ I ,..,., � � - � � r/� � _ > "• � ��ji j —� J %�� ' i ( )• � e 2. APPROVED 'POND 4' WAS OVER DESIGNED FOR ITS WATERSHED (WHICH •'°° �' �j �/� INCLUDES BLOCK 5 & SALAMANDER STREET SO THAT IT COULD ALLOW FOR ' N � � J •��. \ -` � � � / FUTURE DEVELOPMENT TO DRAIN TO IT. THIS PLAN SIMPLY CONFIRMS APPROVED 'POND 4' CAN ADEQUATELY HANDLE THE ADDITIONAL FUTURE W I I � TOWN CENTER CONCEPTUALLY SHOWN ON THE NEXT SHEET. 3. BECAUSE APPROVED 'POND 4' TREATS THE FUTURE TOWN CENTER, BLOCK 5 & U w IIII j/I'II ) �' - �/ j — — �j SALAMANDER STREET, THERE ARE NO PRE -DEVELOPMENT IMPERVIOUS AREAS DRAINING TO APPROVED POND 4 IN THIS PLAN s PRE -DEVELOPMENT CII a m ANALYSIS. THE IMPERVIOUS AREAS SHOWN ON THIS SHEET DEPICT THE 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 1111 IJII I w PRE -CONSTRUCTION GROUND COVERS. 1 "=120' / 4. SUBAREAS A & B WERE USED IN THIS PLAN's CHANNEL & FLOOD PROTECTION pp ^0I-11 i EVEL SPREADER (LS-11) ORIGINALLY APPROVED UNDER / / j \\ ANALYSES FOR THE FUTURE TOWN CENTER, APPROVED BLOCK 5 & APPROVED SHEET NO. �WPO 201700037AND REVISED WITH WPO 201800013. ' % \ �� On, \1 `1 SALAMANDER STREET. I1 1 1 Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.a (10-yr Peak Flow is Confined within pond) Section C.3.c (Outfalls to mapped Floodplain) 2 2 Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.b (10-yr. Post Flow < Pre Flow) N/A (10-yr. Post Flow < Pre Flow Satisified) STORMWATER MANAGEMENT NARRATIVE: I � OVERVIEW: tit NTH 0 THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS'" PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJEC 'S PROPOSED AND FUTURE IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWM REQUIREMENTS.(a7 00 THIS PLAN MEETS TWO PRIMARY OBJECTIVES, THIS PLAN PROPOSES TO PROVIDE STORMWATER 0 SCOTT R. LINS`Z. II l' I - _ ��' ® QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, AS WELL THis PoanoN of srELLA LANE IS -�--- NOTE: HIS LA OUT I FOR MASTER PLANNING OF THE STORM W TER . ® - " L� Lie. No. 035791 ,� 0 C :' AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN TREATED UNDER WPO 2018000IE THIS - - MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR - / : s� - - CONSTRUCTED. AT THE TIME OF LS-11's APPROVAL, THE FINAL LAYOUT OF BROOKHILL WAS 10 4 �- NO MODIFICATIONS ICATIOCURRENTLY UNDER PROPOSED qO GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY 10/26/20 � 1 II No MODiFlcgrzoNS ARE PRopose0 ro �' / UNCERTAIN. HOWEVER NOW THAT IT IS MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE O ADOPTED GRADING ORDINANCE, AS PART OF 18.4.3.3 OF THE COUNTY ZONING ® PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWM FACILITIES, ITS NEED HAS dl THIS AREA &ITS TREATMENT. / / PROPOSED SWM FACILITY ORDINANCE ® &ACCESS EASEMENT DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF SIONAL V, FROM A PERENNIAL STREAM IS NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND MAPPED TMPODPLAIN, Go \ WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. ® - _ ,� ` WATER QUALITY SUMMARY - - -I - .- r. /�- _ � IJ ' �, � _ - -`� _®,®.- ®®®®® ®®®®®®®, ,' � � \-.;�® ` 'I IT IS ENVISIONED THAT THE FUTURE TOWN CENTER, WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN, I - " _ O \ � :1 j WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs/yr. THIS PHOSPHOROUS PROPOSED CONCENTRATED _ _ _ _ - LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES. THE APPROVED POND 4 AND ■■■�■ ■'ENE■ � �rrALL #2 To Poi #2 A � ( -- _. ®®® � :; �.� ��, ITS LEVEL SPREADER HAVE BEEN EVALUATED WITH THIS PLAN sCURRENT/CONCEPTUAL TOWN CENTER _ __ - of sz - --- � � � -= AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER 0' ®® 0i -- ' WILL REMOVE 25.70 Ibs/yr OF PHOSPHOROUS. ALSO, A NEW LEVEL II 'WET POND B' WILL REMOVE AN -1I -�J� �� ,� - II-" - - ® ✓� `�® - 1. ' �, ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 ir a - , , Ibs/yr (25.70+8.53-29.94).. IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL • _ - _ - PHOSPHOROUS REMOVAL FROM THE ELIMINATION OF THE LEVEL SPREADER, LS-11, PER THE \ ' ,,,-- i e � J � - I � 20' OF OLF w/ A ELEV.=4' � / � � � , 20' OF CHANNEL FLOW DOWN � � ( � - '\ ® � � � �--� APPROVED WPO PLANS ANALYZING LS-11, A PHOSPHOROUS DEFICIT OF 2.21 Ibs/yr. IS GENERATED /n n V THE EMBANKMENT I� - - \ \ ® 0 FROM THE REMOVAL OF LEVEL SPREADER LS-11, z �v T�. I _ \�_ e� 1 i HIS AREA (BLOCK 4B) RECEIVES STORMWATERY �-� I■ �__ �� ' I _ _ � �� O I Q Q O � QUANTITY AND QUALITY TREATMENT UNDER �. �r _ �Av v., C ; _ j IN TOTAL, THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08 r- Q APPROVED WPO 201800051. No MODIFICATIONS ° s - - \,�, I _ Ibs/yr PHOSPHOROUS (4.29-2.21). THIS 2.08 Ibs/yr PHOSPHOROUS CREDIT WILL BE APPLIED TO .. ARE PROPOSED TO THIS AREA & 1T5 ( ), I_ - - - = �: til _ r•" BLOCKS 9-11 CURRENTLY UNDER REVIEW WP0201800086 WHERE ITS BLOCK 11 IS LOCATED - STORMWATER QUANTITY TREATMENT. THE ,� IMMEDIATELY ADJACENT TO THIS PLAN's WET POND'B', m '�I i' 'i •� WATER QUALITY TREATMENT WILL BE SLIGHTLY _ i - _ _ _ _.I - 1 .� Z w .IMPACTED WITH THE REMOVAL OF LS-11. 1 / �u _ - 11 ® I �/ / WATER QUANTITY SUMMARY J / U' U \. CC1 "--- �"�` J lJ THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE O p Q /'%,`-4 ATTENUATION IN WET PONDS. APPROVED 'POND 4' TREATS SUBAREA'A' AND'WET POND B' TREATS zlicN=90 �-_� __-- � ® ::: ® �- �) r SUBAREA j '8'. BOTH SWM FACILITIES HAVE CONCENTRATED OUTFACES, WHICH ESTABLISHES THE z \ w ' } / \ c .1 - i' - --_- -- POINTS OF INTEREST (POI). APPROVED POND 4 DRAINS TO POI #1 AND WET POND B DRAINS TO POI - I I R - ) I ® PROPOSED EXPANSION OF \, ` #2. CHANNEL PROTECTION COMPLIANCE IS MET FOR POI #1 & POI #2 VIA 9VAC25-870-66, THE APPROVED LIMITS OF -�� .. � ��:' DISTURBANCE UNDER WPO '-�1 � r- SUBSECTION B.3.a (i.e. THE ENERGY BALANCE CALCULATIONS). FLOOD PROTECTION FOR POI #1 IS 201700037, AMENDMENT #2 MET VIA 9VAC25-870-66, SUBSECTION C,2.a WITH A LIMITS OF ANALYSIS SET BY SUBSECTION C.3.c H (i.e. APPROVED POND 4 CONTAINS THE 10-YEAR DESIGN STORM AND ADEQUATELY RELEASES THE III' • - - _ n IQ i // ® -- - RUNOFF THROUGH MANMADE PIPES & RIPRAP TO A MAPPED FLOODPLAIN). FLOOD PROTECTION FOR _ - - ' ��LU - -RELEASES A 10-yr ,. ',■ � .I POI #2 IS MET VIA 9VAC25 870 66, SUBSECTION C 2,b (i.e.(1R WET POND 8 NOTE - POST -DEVELOPMENT FLOW LESS THAN THE 10-yr PRE -DEVELOPMENT FLOW). - _ -_ - __-- - �/ 0i DISTURBANCE ASSOCIATED WITH THE FUTURE �, ® TOWN CENTER, APPROVED BLOCK 5 &APPROVED SALAMANDER FROM A STORMWATER QUANTITY STANDPOINT, THE REMOVAL OF LEVEL SPREADER LS-11 DOES NOT ----- .% - - - _ __ _ _ }- - - - - - \ STREET= 35.98 acres.. THIS AREA COVERS THE REQUIRED HAUL IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS-11. CHANNEL AND FLOOD PROTECTION Aw - - ■■ ® ROADS, BUT EXCLUDES BLOCKS SA, 86 & 4A SINCE THESE AREAS COMPLIANCE FOR LS-11's AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN ( - _ =- RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP THE APPROVED WPO PLANS. IN ACCORDANCE WITH THE MOST RECENT APPROVED WPO 201900004's PLANS. THIS 35.98 ac, LIMITS OF DISTURBANCE BOUNDARY DEFINES THE VRRM BOUNDARY FOR WATER QUALITY SHEET C-901, CHANNEL PROTECTION IS MET FOR LS-11's AREA (POI-11) VIA 9VAC25 870 66, SECTION I s s "" ' -' ■ - �� - _ g \ REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE B.3.a (i.e. THE ENERGY BALANCE CALCULATION) AND FLOOD PROTECTION IS MET VIA 9VAC25-870-66, T .TOWN CENTER BLOCK 5 &SALAMANDER STREESECTIONS CA & C.3.c i.e. RUNOFF IS ADEQUATELY CONVEYED THROUGH THE STORM SEWER � r ---� -s ' � •. � ®®,. w NETWORK TO A MAPPED FLOODPLAIN). THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY -- a APPROVED LIMITS OF \ ® DISTURBANCE UNDER WPO TED WITH THE REMOVAL OF LS-11 . _POST-DEV. / V �,... _ _ _ �. SusAREn A- II, - T•.- : I ■ ■ ■ ■ ■�� \ ®® \ O 2n1700o37, AMENDMENT #1 CHANGES, OR ADDITIONAL REQUIREMENTS, ASSOCIATED _ - / N - - _ _CD ti CN=86 1 WETLANDS, I ry Tc=0.10 hrs. �,P. � I - ■ I i I / - - " � - ®:- ERENNIAL Ii II ■ ;��I I ■ � �' � 'i 'I � _..- - � I�IV � � � -- V •�` STREAM, �, �� I I I I i I \ V I I I I I I� ■ _ ,� ■ � I � I i ICI m I �� _ - ■ / - i SOUTHERN &WESTERN PERIMETERS - - 1I _ r \i ` I � / OF SUBAREAS A & e ARE DEFINED _ _ __ _ - _ �� , � - � � � (,}) �n 1 ■ / l BY APPROVED WPO 201900004. -� _ �_ y.,/` 100' OF OLF w/ A ELEV.=22' < I I`. .• , t' ,/ \ _ e of s_g s__ _-_'_ __ - _ 145' OF CHANNEL FLOW DOWN �. I��V� r I. �� ,, ■ /% -�. ��` ■ - - -i - _ - _ THE EMBANKMENT ■ �\ 'N 11I II �� 1-_ 1L1111111 1-__ - _. - ••� \ \ \ - - CO im ,I� - ■ �I O \ _�- I III AREA BLOCK 4A RECEIVES STORMWATER i I,/. - _- - - -.. _... N ( ) ,� II - QUANTITY AND QUALM TREATMENT UNDER - ■ - -- ---- ®� _ (� APPROVED PROPOSED TO THIS AREA & ITS MODIFICATION � ■ � **OEM * - .. is I A STORMWATER QUANTITY TREATMENT. THE I-t"--•"0• --- ---- ---<` �� '•� _ -- _--- Ig I ■ \IIIIIII WA IMPACTED WITH THEREM ILL OF LS i1TLY !L/; 1 - V PROPERTY L -I \ - 1 OI #1 LIMITS, TYP. A - I,LU I JIB' ■\ �(�q JIY -` _ o _r j \ \� '� APPROV D POND 4 I it'\ ., -i G �s°� OCONCENTRATED ® U® _ ��-or'� UTFALL TO POI #1 ■Uj A. Q W I, I I'I. III (( I� I (,I I I / .,1 b\ i/ I U¢. ��`. STEEPI �� -TYP.�MANAGFD1= w Q ''., 1 \ PRESERVEDSTEEP _I i i _ J n v `. . SLOPES, TYP. _ ® �: ®O.. ® / i3 i -j �� ICI 1\\"\ : \\�\ ■ / / / -Y \ \\ I I I / \ \ \ \�\,,; GRETEYNP PY.� \ ®® 1.\ I \\\ �O®O O�� W 1 1 ®®® yryy// 1 \RECEIVES W THIS AREA BLOCK 8A * 1 \i ti //� `.• ( ) * I I \ @ \ \ QUANTITY AND QUALITY 90000 TREATMENT UNDER /` +\ APPROVED WP0201900004. NO MODIFICATIONS ARE PROPOSED TO THIS AREA &ITSit I \ \ \ /; \ \\ \ \ \\ \ \\ \ �® `\ O ®® _ _ _ _ _- ®®� .-I \ / STORMWATER QUANTITY TREATMENT. THE f/ .� �', I \ /'" / 1 _ WATER QUALITY TREATMENT WILL BE SLIGHTLY . _ I I I I I - -- i �i 1 v l IMPACTED WITH THE REMOVAL OF"LS-11. �' _ alli I,. I�\�' � �� . 1 _ 1{ �� Ob2 _ s .� A - !I \\ II I �'1 ♦ ; ) Iv I I (� /;% / - V� ,A /kkk ; �` fi I �I'' �;��y I yv _ v'� - U I'I �I - A - A V ,r ,/ , a� i 1 1 1 THIS AREA (BLOCK 8B) RECEIVES�\ STORMWATER QUANTITY AND \ \\ \ \ J ee /// / N� \. \ /' / -� / / / / // / / (f1 \ �. J ay\�l LU QUALITY TREATMENT UNDER �'I \ \ '\ /,J, O ..\\� �- -�-�/_ ,.,\ APPROVED WPO 201800080. NO .. \ \ \ \ 1 j / \ \ � ` \ �3; / /'�� / � / ® _ / i _\\._ \ \ z vi ,. �., OMODIFICATIONS A EA & I'f5 REATMENDT. ', h •, \. A �� A\ A �/" /- / �! / �, \� �� 'V � W \ `I� \ /;QI>-� ■ / _ .,jam �.� I i -_ aM. i / .\\\`\ /�"' / �.,'\ \� �i i / ® = \ \ ! J J Ul CL LU \ \� I ( \� �� J I I I ■ \ �� .,a��\� �� ' � II \ � �-�� //,,�� . \ �� _ - �;� , 777 j I _ - - - -Ljj -�N = I� �' = =� / �� Post Development Impervious Area Summary j Subarea A l/1 ouNDs // Roads &Parking Lots 277,975 sf �: ROAD / / 163,225 *\\ w 1 J Buildings sf Q LL Sidewalks 59,875 sf � My L.LI• • sf O 5 5 i 0107 O �, �� ,� �°: v� � °• � - � A v � � �-- / A - / "� / �� \� ! �j Post -Development Impervious Area Summary Subarea B WATERSHED SUMMARY FOR SUBAREA A Roads & Parking Lots 140,225 sf F Buildings & Pool Area 69,475 sf LU w Area, 1-year Flow, 2-year Flow, 10-year Flow, O w CN Sidewalks 5,975 sf � z ac. cfs cfs cfs 215,675 sf Jos 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 / i11III ,III. CONSTRUCTED) IS PROPOSED TO BE \\ _,j,,. ! /' / / \ j�,(�'_ Overall Acreage Summary G FMrI\/Fll 41/ITH THiC UI AN GFF THE i /- VRRM P t D I t l A S �� Illi I SWM NARRATIVE ON THIS SHEET • /� t - / '✓ / _�- \ !� \/ // w - FOR ADDITIONAL INFORMATION.- / EVELSPRE4DER (LS-11) ORIGINALLY APPROVED UNDER HYPO 201700037 AND REVISED WITH WPO 201800013 WATERSHED SUMMARY FOR SUBAREA B CN Area, 1-year Flow, ac. cfs DA B (Pre-Dev.) 60 7.20 1.52 � %/ \ .� v - ... °•;°°. v� ;, _ - - _ ° 23.45 23.45 DA B (Post-Dev.) 90 6.41 0.20 Pre -Development Post -Development Area,ac. Area,ac. DA A 16.25 17.04 1 DA B 7.20 6.41 os - eve opmen mpervious rea ummary SCALE (Boundary defined by this Project's Limits of Disturbance) 1 "-120' 2-year Flow, 10-year Flow, Roads & Parking Lots 421,925 sf cfs cfs Buildings & Pool Area 239,350 sf SHEET NO. 3.32 11.31 Sidewalks 58,725 sf 12 1.04 11.18 720,000 sf