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ARB202000012 Plan - Revision 2020-07-13
GENERAL NOTES OWNERS: TMP 04600-oo-oo-ol800 (PORTION OF) TMP 04600-oo-oo-oi9A2 (PORTION OF) HAUGH, CHARLES R & E J OGLESBY JR CROCKETT CORPORATION 435 PARK ST 435 PARK STREET CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 2oo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-ol800 (PORTION OF) 046-oo-oo-o19A2 (PORTION OF) D.B. 731, PG. 690 D.B. S15o, PG. 40 13.95 ACRES (7.404 ACRES) 12.83 ACRES (7.029 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o1800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FH-FLOOD HAZARD OVERLAY ZONING DISTRICT NOTE: A SPECIAL USE PERMIT APPLICATION (SP2015-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY THE BOS WITH CONDITIONS. TOTAL PROJECT AREA: BLOCK 8 - 25.907 AC (CODE OF DEVELOPMENT PARCEL AREA = 25.8 ACRES) BLOCK 8A - 8.55 AC (SENIOR LIVING FACILITY CURRENTLY UNDER REVIEW WITH SDP2019-00026) BLOCK 8B-14.432 AC (PROPOSED WITH THIS RESIDENTIAL PROJECT) RIGHT OF WAY: 1. 2.218 ACRES OF THE BLOCK 8 DEVELOPMENT AREA TO BE DEDICATED FOR ARCHER AVENUE R/W 2. 0.15o AND o.557 ACRES OF THE BLOCK 8B DEVELOPMENT AREA TO BE DEDICATED FOR POLO GROUNDS ROAD R/W. PROPOSED USE: i10 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL ALLOWABLE DENSITY: 51 UNITS (MINIMUM) To 154 UNITS (MAXIMUM) - 2 DUA TO 6 DUA FOR THE PARCEL BASED ON 25.8 ACRES PROPOSED DENSITY: i10 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8B) 87 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8A - SENIOR LIVING FACILITY) DENSITY =197 UNITS / 25.907 ACRES = 7.6o DUA (MAXIMUM ALLOWABLE UNITS PER VARIATION #3=2oo DWELLING UNITS) NOTE: A VARIATION HAS BEEN APPROVED ON OCTOBER 16, 2019,ALLOWING UNITS FROM BLOCK 4 TO BE RE -ASSIGNED TO BLOCK 8 TO ACCOMMODATE THE ADDITIONAL RESIDENTIAL UNITS ASSOCIATED WITH THE SENIOR LIVING FACILITY. THE SSISTED LIVING FACILITY UNITS SHALL NOT COUNT AGAINST THE MINIMUM OR MAXIMUM DWELLING UNITS IN THIS BLOCK. REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = o AC GREENWAY = 5.1 AC OPEN SPACE = 4.o AC BUFFER = 4.o AC TOTAL OPEN SPACE REQURED =13.1 AC OPEN SPACED PROVIDED: CIVIC AREA: o.00 AC OPEN SPACE: BLOCK 8A: 1.8o ACRES BLOCK 8B: 2.76 ACRES BUFFER AREAS (ROUTE 29, POLO GROUNDS ROAD & BROOKHILL MANOR HOUSE): BLOCK 8A: 1.64 ACRES BLOCK 8B: 2.179 ACRES GREENWAY: BLOCK 8A: 0.54 ACRES BLOCK 8B: 4.04 ACRES TOTAL GREENSPACE PROVIDED: 12.96 AC NOTE: 1. ALL OPEN SPACE WITHIN THIS BLOCK SHALL BE OWNED AND MAINTAINED BY THE HOA, WITH EXCEPTION TO THE PROPOSED GREENWAY, WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY. 2. ADDITIONAL OPEN SPACE MAY BE PROVIDED WITHIN BLOCK 8A. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (50' MAXIMUM HEIGHT) SETBACKS: FRONT: & MINIMUM AND 25' MAXIMUM PORCHES: S' MINIMUM AND 25' MAXIMUM SIDE: 5' MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): S' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 6) REAR: 1o' MINIMUM AND NO MAXIMUM BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT=1o,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 8B=9,76o SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING, MAY 2oi8. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. ARCHER AVENUE AND THE (2) SWIM FACILITIES HAVE BEEN CLEARED & ARE CURRENTLY UNDER CONSTRUCTION. LIGHTING: LIGHTING - ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 8 SHALL BE DEVELOPED IN TWO (2) PHASES (PHASE 8A AND PHASE 8B) RECREATION: A COURTYARD IS PROPOSED WITH THIS PLAN. IT WILL HAVE A OPEN GRASS FIELD FOR RECREATION. OTHER RECREATIONAL AREAS INCLUDE THE PROPOSED GREENWAY SYSTEM AND OVERALL CIVIC SPACES WITHIN THE BROOKHILL DEVELOPMENT. PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT - (1) GARAGE & (1) DRIVEWAY PARKING SPACE PER UNIT: 1io GARAGE SPACES & 110 DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: i10 UNITS 14 = 28 GUEST PARKING SPACES + 220 PARKING SPACES = 248 TOTAL PARKING SPACES PROVIDED: 42 PARKING SPACES + 1io GARAGE SPACES + i10 DRIVEWAY SPACES = 262 TOTAL PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS PLAN SHEET AND GRADING & DRAINAGE SHEETS. FLOODPLAIN: THERE IS A too-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID S1003Co28oD, 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 2o1600004. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE SHEETS. NO RETAINING WALLS ARE OVER 600 LINEAR FEET IN LENGTH. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD TRAVELWAYS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS (BLOCK 8B): OPEN SPACE: 8.98 AC (51.7%) BLOCK 8B DEVELOPMENT LOT: 7.4 AC (42.6%) IMPERVIOUS AREAS (BLOCK 8B ONLY): TRAVELWAYS:1.33 AC SIDEWALKS: 0.28 AC BUILDINGS/DRIVEWAYS:1.94 AC TOTAL: 3.55 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 2. TOTAL PROPOSED UNITS: i10 UNITS (15%OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 17 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 17 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PIMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNIT, 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 110 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 645 ADT (322.5 ENTER/322.5 EXIT) AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER/4o EXIT) PM PEAK RATE - 0.52 VPD PER DU = S7 VPD (38 ENTER/1q EXIT) BROOKHILL - BLOCK 86 BLOCK 4 BLOCK 8A APPROVED ROADWAY UNDER REVIEW SUB 2017003-17 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA f - • � - SALAMANDER S�Tp PROPOSED ROADWAY_ UNDER REVIEW EXISTINGPUBLICR _ _. PUBLIC R/W S�J6201800115 w------ z----1---- __ LU Q o i -- -- - o v _----- F SPACE OPEN SPA LOCATION OF HISTORIC MARKER FOR THE BROOKHILL PROPERTY Q a F -- --- -I------ N � - � -- ----- fUj W X I yX �z p° � G \ m BLOCK 8B \ I I 9 I 1 GREENWAY AREA TO BE I PLATTED WITH BLOCK 8B DEVELOPMENT I� 1 LIMITS OF GREENWAI 0000 \ 0 0 � � o o ' \ o � 1 I o � 0 o o / o � i o � o � o I i p ® ® 0 0 0 0 moo° � o �000 ®0 ®o o 0 1.. 0 0 J VICINITY IVIAP- R/O IH 0� SCOTT R. COLLINS'Z' U Lic. No. 035791,E BL VD ry �SSIONAL E��Z SITES <S Pot GROUNDS RpgD i SCALE. 1 2000 Sheet List Table Sheet Number Sheet Title 1 COVER 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 SIGHT DISTANCE PROFILES 12 LANDSCAPING PLAN 13 LANDSCAPING PLAN 14 LANDSCAPING PLAN 15 SITE SECTION MAP 16 SITE SECTION PROFILES 16 TOTAL SHEETS BUILDING NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER - - - - - - - - GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 Tc 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW 506.21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BIN DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE . . . . . PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO �i 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY z z W W O O z O J O O LU Z LU� J J o cn Q Q 0 0z H m m W Q Q LU LU LUW H a a o LU 0 W LULUtie O O O N N N W Or1j OC14 O Q\-i en M N ,q ,q L9 M z cyi N ® M i N 0 w � N wQ > LU J z J > U) LLB 9 L 0 z TZ CU wLU UlU) zLU � U) JF___ LLI J< fQ V 0 O O N ?40 at ME a� ��e U O J m J J 2 O O 0� 00 I..0 O U W J w 0 LU JOB NO. 182150 SCALE 1 "= 60' 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, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019111; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth 40th CO for a residential dwelling unit in the Block in which it is located. Parks ( ) g and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. 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 b right under the R-1 Residential zoning p� Y ri g g 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 J g Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven Y rt3' seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand 1000 total units are constructed in the p ( ) Project one hundred fifty 150 units or their equivalent, are required to be provided to satisfy this Proffer J Y( ) � q q P fi' 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a variety of housing es including but not limited to for sale units rental units J g Y g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 413 and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carnage 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 (Ise 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 ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B Salamander Crossing Exhibit"). Maintenance of the p Y lam' ,( g salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housine Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing p q g Units may not exceed the maximum rents established in this paragraph 413 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 HousingUnits during the Affordable Term shall contain language recitin that such unit is gg subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease P Y g copy agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (I000th) 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 completes the construction of the Rio Mills Road Connection. 086662.86 if the Owner E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Mana eg ment. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediate) preceding year based on the formula contained p immediately gY in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due even though it may be less than the Minimum Cash Contribution HOWEVER the g 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, collective) (collectively lareferred to as the "In -kind Contribution The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1 st) 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 1 C (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 "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eli ibg ility. 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 LTH 0� ' SC0TT R. COLLINS7 U Lic. No. 035791,E ZONAL E� V) z w 0 U z O J Z a � 0 U U Lf) coLUm ZLU U J a O J 0 � Q w J W af LU w 1�1 0 w v7 WLU 0 0 N N LU O O Q\i M Lu ti C7 C) 00 N CY)Q N r C) 00 in Q Ll > L L, = J J 1 U) LU � M W QJ J ��e W L.L Q U L.L. 0 0 U 0 OL LL LU Ul �_: U W W U) 0 0 J LU Jam C) C) N w J L w O w a V) JOB NO. 182150 SCALE N/A SHEET NO. lA PHASE II INTERSECTION IMPROVEMENTS v 1 PHASE I INTERSECTION a IMPROVEMENTS i PHA SE III ROADWAY IMPROVEMENTS - PHA EIIROADWAYIMPROVEMENTS PHASE IROADWAY IMPROVEMENTS - PHASE IVINTERSECTI ON IMPROVEM ENTS i Rro �lS ) SAD 0�•� // o O,, e % POLO GROUNDS ROAD -�!1 DOU61' M - PHASE I INTERSECTION PHASE IV ROADWAY Rry MPROVEMENTS IMPROVEMENTS GUR : BROOKHILL TRA F C PHASING PLAN Aloe .!� 6,•y .. � ; PHASE I INTERSECTION IMPROVEMENTS INTERSECTION 2 • CONSTRUCT(i)NEWWESTBOUND LEFT - TURN LANE ON POLO GROUNDS ROAD WITH 375' OF STORAGE. • EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM 50' OF STORAGETO 200' OF STORAGE • CONVERT RIO MILLS ROAD TO A RIGHT IN / RIGHT -OUT OPERATION. INTERSECTION 2 • CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (i) LEFT -TURN AND i RIGHT -TURN U LANE. • CONSTRUCTAN EASTBOUND LEFT -TURN LA NE ON PO LO GROUNDS ROAD WITH i5o FEETOF STORAGE INTERSECTION 3 • CONSTRUCT A RIGHT-IN/RIGHT-OU ROADWAY ENTRANCE TO ROUTE 20 • CONSTRUCTA NORTHBOUND RIGH' TURN LANE ON US 29 WITH zoo' OF STORAGE. PHASE II INTERSECTION IMPROVEMENTS INTERSECTION 4 • CONSTRUCT NORTHBOUND ROADWAY TO PROVIDE (1) LEFT TURN LANE & (i) RIGHT -TURN LANE • RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE N 0 ASHWOOD B OULEVARD WITH ioo' OF STORAGE. • RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVIC (2) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS INTERSECTION 5 • CONSTRUCT SOUTHBOUND ROADWAY TO PROVIDE(i) LEFT - TURN LANE AND (i) RIGHT -TURN LANE • CONSTRUCTAN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ROADWAY WITH i5o' OF STORAGE. WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018A0: By: CHARLES R.�H7AUGH VILIZABETH ANN OGLrS BY ELYUGH �+ Date: •Z a 14 OWNERS of Tax Map Parcel 04600-00-00-01800: By: " �%i/ CHARLES R. HAUGH, TF USTE By: J DOUGLAS B. OGI, BY, TRUSTEE Date: 5 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 Ann O. Haugh, Its President Date: $4 2G! Q Page 9 of 10 NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC CONSTRUCTION PLANS FOR THE ROADWAY 1MP0nVFMr iT< PROPOSED SALAMANDER CROSSING (3 TOTAL) \ 2' INVERTED ED RETAINING WALL OD CULVERT a r \ L, HEAD WALL SYSTEM A iSi:LAMAN-ER;SALAMANDER TUNNEL \ '�. CROSSWG J FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia corporation By: 0-4,11 G - -� �fJLA4!Cr Ann O. Haugh, Its President Date: OWNER of Tax Map Parcel 04600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: C. 2=/ c�,/,� iJi� ��.� 4— Ann O. Haugh, Its President V Date: 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 O4600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4 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 04600-00-00-019A1 04600-00-00-019A2 04600-00-00-019B1 04600-00-00-019B3, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS ZMA 2018-I 1 to amend Proffer Numbers ID, lH 6 and 8 of the Proffers that were proposes a roved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector PP J road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road P P Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 201841. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended coffers the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 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. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup r Isors Aye Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, 7gor By: AndreGinty, Its President Date: �� 3/Z 0 i aj BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend aia"L-- Manager By: Alan R. Tay or, is President Date: 4IK 5 7M Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority 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 Board approved the remainder of funding p pp 9 necessaryto complete the connector road to be awarded to Albemarle Count through the Smart P y 9 Scale ro ram based on Albemarle Count 's 2016 Grant application; p g y 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 County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board Board of Count pervisors Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ Ms. McKeel Y Ms. Palmer Y _ Mr. Randolph Y tSCOTT R. COLLINS,--' Lie. No. 035791 ,� 1�0�'SIJOIVAL E��Z cn z w O U z O J a � � O U U Z n U) O z J O Q w Lf) DO J LU Q w � w a- LU WLU o C:) N N LU O O N N 0 N ,--I *\H � Ul Z J J 0 U C') CY) M N I Q N N Q LU J_ LU O L.L Q U I LU U) LU LU U) LLJ Q 0 0 N 0 LL LU LL O 0L w J I— U ~ w t— r, w O w oC = a cn JOB NO. 182150 SCALE N/A SHEET NO. IB 1,TH 0� o SCOTT R. COLLINS`Z U Lic No 035'791� �- -�� ` HWOdD � PROPOSED ASHWOODIBOULEVARD CONNECTION = - �, U�C►�/( — .�' -�"� rHORNFt715' - c� � PROPOSED TRAILHEAD ACCESS AREA TO Rb'� --- IJFFER. SEE PROFFERS AND CODE OF DEVELOPMENT \ _ i , rj, Z' -' N Z ry' W z SIGNAL E� PROVIDE PARKING, AN INFORMATION KIOSK:, �. FOR MORE INFORMATION ON REQUIRED BUFFER -_ -� _ y Li�J �' �� / - "w ' I L� �,� �O �' - _ ) AND A PEDESTRIAN ROAD CROSSING TO ` / \. ACCESS THE MULTI -USE TRAILWA`! �;U�- \ \ �� - 90 J . \WOOD R75 - _- - LL. N w LjJ� a CIL W� W � UJ e �00 D ! � > w _ w _ > FOREST LAKES ., 00 �, (NEIGHBORHOOD .� '`�' [ — . �� .� ,r -' r. T. i ry Q Q ROUTE 29 ; �� -=': ' S\NOO C`) _ tk \ P SP �/ SITE �( 65-1 E �c \ ,_ O / I Z: c-• Y LU w L� IMPROVEMENT i;t . 4 . ` pJ��` Lam. 1 \ SWM FACILITY ##3 �i COUNTY OF � �` - I j� O ` 30' MIN. NATURAL BUFFER -- - / c , 1 RJ M/C 1 4 , EM,ARLE c� '- - ... Oq zS PROPOSED PRIMITIVE TRAIL \NITH IJ ( O CONNECTION TO FOREST LAKES• J \ - C GRpvHo �_ ul M Y Il L Z w U , J� Q cn z j \•.�` 11� _- \'1 A,LBEMARLECOUNTY _r.+. ` SRO D PROPOSED / r , / r r i, B ) - ( CD I I \ RESERVED STEEP SLOPE O PRIMITIVE - / r . ' BLOCK 1_� , . I 1 I I , `� QI i I TRAILWAY / 1 + I \I \ ; \ ,\ \\ I ; rr r i I ;I I / , , i' ' ("fYP.) I ss < �I� < (:) - a �. c� o ' u - U z% p o a w m O (� Lu i i l -TRAILS (TYP.) o VICLNITY MAP: SCALE: 1" _ .�000' DEVELOPMENT / rrE r Oi { GENERAL .NOTES / B AWN COURT �' �� `] C) �: O o O u) � r� w m , AREA (TYP.) s Z , V r TMP .4 E z w r w - -04600-00-00 o.L8Ao _ _ OWNERS: TMP o4600 00 oo-oi800 BLOCK 1 i /' f; a`. .. HAUGH CHARLESR.& HAUGH CHARLESR'-& ' ? • I `. +� rj l - E.J. OGLESBY JR TRUSTEES ELIZABETH ANN OGLESBY H. d w w a ROD` / 2 �" % 435 PARK ST 2575 SEMINOLE TRAIL P R r � I HAR TTE VI LE VA 22 02 CHARLOTTESV L.LE VA 22 C LO S L 0 cn �r of T.M„ 46 -18B - `J ] i / - 3 9 HORNE LAND CORPORATION : l LON 11 -__ j I '7 • _ _ ' I -' r _ '� TMPoet600-o0-oo-oigoo CROCKETTCORPORATIONI Lw' W w SPACE j - H LVI (TYP.) �, 435 PARK ST Qua �.� O z cn _ CHARLOTTESVIL.LE, VA zzgoi • , ! ! - _-_ PROPOSED CIVIC SPACE _ Q, \ --� I BLOCK 12 t �a ` ,d EASTIERN POCKET PARK i DEVELOPER: RIVERE3END DEVELOPMENT, INC. r,G \ BLOCK '� \ %j / % / (LOCATION TO BE DETERMINED ��\ l ❑ 455 SECOND STREET SE, SUITE 400 EXISTING ioo-YEAR °� '' - ;� / I WITH FINAL DEVELOPMENT PLAN) CHARLOTTESVIL.LE, VA 22903 Z O � z O L ,--i � O O z FEMA FLOODPLAIN (TYP.) \ I ENGINEER: COLLINS ENGINEERING \ PROPOSED VEHICULAR zoo GA,RRETT ST, SUITE K ^- INTERCONNECTION ACCESS '" Cii z Q w z O w z O z g o r C 9 BLOCK ��,:' - °s \\ ---- �� r` C � - , PROPO ED PRIMITIVE , ` �- _T__ HARLOTTESVIL.LE VA z2 oz TO THE MONTGOMERY . TRAILWAY - --___ -' s ti r ; o MIN. NATURAL BUFFER I+ '� ' RIDGE NEIGHBORHOOD D TAX MAP & ZONING: 0 600-oo-oo-oi800 0 600-0o-oo-oi8Ao o� 600-oo-oo-oi oo ROUTE :29 r \ i 'V `\ `- !. r ' 4 4 t 9 __ '' / L ', /' - %, \ i P b o 1 P. c o i P 6 0 'IMPROVEMENT 1.! D.B 73 , G 9 D.B.333, G �S D•13 73 , G 9 z O H Q F- U m ii cD iu cn z w LU� g z w ¢ z w H Q p o o N \ ,� 0 0 N \ ch PATHWAY 'i� - i __ ♦G> OPEN J !/. / OA, _- = ROP05ED CIVIC SPACE/; _ _ �---�d ' - �' -._ • ;, ;. SPACE '' / ALBEMARLE COUNTY - R-1 RE!iIDENTIAI. R-2 RESIDENTIAL ZONE: R RESIDENTIAL N / � / ;, !1 r r _ i ..., ' / MANAGED STEEP SLOPE BLOCK 11 . GREINWAY �� a (TYP.) ) C �I _ _ - e°a��° ;' (TY�p•) RV- TOTALPROJECT,AREA: 04600 00 00 oi800 4z.55 4C. I` v M W w � Z ;> iu cr O c� w a z O U w a z w g C) U ,� ROU fE 2g� �s • (TYP.) 0 600 00 00 oi8.Ao z .z AC. -- a i 1 O- 4 7 9 IMPROVEMENT t jl a o `* ` '" / -- - O O 0 600 00 00 of oo zo .6b AC. o� +, � _ ° ifs GREENWAY 'd�" .e � �� F.R v 4 9 7 I -- _ BLOCK 18 \o-G t - C c SWM FACILITY #2 Y' I - - a , / : ' -i z77.5o AC. TOTAL GREEMNAY------- - \ ' �" TYP. °a ( +r-rUPLAND � ,,,c C ) °�q, G�\, I (TYP'.) -- � '� ` "a�"' r r � \� � PROPOSED o BUFFER' _.> -' .r /� so'BUFFER PARK ° " "` a° / r `?` r. (�� PROPOSED ZONING. NEIGHBORHOOD MODEL DISTRICT AROUND VDOT STORMWATER V 1 -,�,. - _- .- %;:: :.; '• 'EXISTINGARCHAIC WOODLAND DEVELOPMENT Vie• TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCGLN MANAGEMENT POND =`" / ''~% ' f * ' ' , ,;% ° CAMPSITE AREA TO BE PRESERVED ,> �j/ +r AREA (TYP.) , SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. y ° BOUNDARY INFORMATION WAS COMPILED BY LINCOLN ` "° BLACK 16 r , 1 /i SURVEYING ON MARCH 7, 2015. s � , g 0 w cn > w g 0 w cn > w z 0 0 U � ¢ z z a p w � w M t' J uj " -..`� _ ,� - � NAVD x988 J F=- O \ `� ...� wei4 "� ;\.� ° EXISTING too YEAR ' % /, { z - \ - - ' - '` STREAM BUFFER (TYP. "° _ a °. ; .: ^\ °° r r i" i / ` r V UTILITIES: COUMfY WATER AND SEWER _ \ O _- \'� , FLOODPLAIIN P. _ o � ) !n _ �\ °° IJ ! \ \'\ i 11 i rl - -` ih r } FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO28oD m BLOCK O '- � +� � ` � � \ �/ �/ DATED FEBRUARY IN ADDITION, A DAM BREACH INUNDATION ZONE: EXISTS ON THE C'7 N w In in w w w PROPOSED RIGHT" IN -RIGHT OUT � 41 -- - -_ - - ,--`,-�,ri 4, 2005. ¢ J z 1 "` BLOCK �i - \ `s. I ` rr I �o "r` PROPERTY FOR THE SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF INTERSECTION IMPROVEMENTS. w cr y - �C- _ r . / _ - �� _ "� \ Q \ 1-4-4 ,� N \ � �. -1 \ � Qi a. a.r` rTHE PROPERTY. SEE E3ROOKHILLTIAREPORT O > `�^ ��,,o f TRAFFIC CIRCLE/ROLINDABOUT MAY •s ALBEMARLE (IOUNTY� _ �. -- - FOR FURTHER DETAILS O v 'MAIN STREET BE CONSTRUCTED ATTHE , _ �"'•.pRESERV'ED STEEP SLOPE -. \lea' '-� 1 - '� MONTGOMER Y RIDGE r _ NOTES:: 3 � s : � , � - - BLOCKS) vi BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND - (TYP.) ' N EI GF"I BO R FI OOD 1. SEE CODE OF DEVELOPMENT 1=0R DETAILS ON THE PROPOSED STREETS AND STREET iY' t THE NORTH/SOUTH CONNECTOR ROAD - BLOCK / ' -CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. 0 0 0 0 0 ) r%r �N Q Z - A_ <� 3 4 I i OPEN : - Y 4 l „ SPACE- -� < ^ 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY„ ALLEYS AND TRAVELWAYS'SHALL BE n ` DETERMINED WITH THE SITE PILAN PROCESS. I - I OPEN (NP•) 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH SPACE - ^� .�? 3 & ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. =�� m I N N Q J ` I _ ,,„-� _ i NO CONSTRUCTIONTRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE LOCK i J I — �. I EXISTING ioo=YEAR PROPOSED v O J� 4 OR FOREST LAKES. - ,-FLOODPLAIN (TYP.) 'a \� `J THE IMPROVEMENTS TO POLO, GROUNDS ROAD AND THE CONNECTION OF THE: �-I 1 - :- - x... RIMITIVE i `���1 S T.M. 46 - i8D i ---`� (_ _ ,\ \ _ - - - /� `� EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN I� ``` _ _ 3 / TRAILWAY i \ O� —`_ CRAFTON CORPORATION THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL 13E PROCESSED FOR THE MODIFICATIONS -J �1 -�- F -� Q > LLI J a w i.h ° / tj� ? TO THE FLOODPLAIN. ' - - BL DCK 2,� DEVELOPMENT AREA \ a �QO 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN �'3 BOUNDARY (TYP.) �� `PROPOSED NEIGHBORHOOD CENTER I >. �• ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND I; J � /- SUBDIVISION PLATWILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE I IMITS OF PROPOSED REZONING L.0 , > Cn J (LOCATION TO BE DETERMINED ° ,,,i A �- PROPOSED, DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. WITH FINAL DEVELOPMENT PLAN.) 1 .•x \ BLOCK 17� \ z / ._ �� ' a / m 7- ALL DEVELOPMENT :SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY �� - \� � \� DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP' J INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT `c,�*'' / �- F— L] U _ 2: -� w - m _v J Q w PROPOSED 1o0' BUFFER ALONG RT.29 7 �.� /~I ;, h' `„� SAFETY ACTION PLAN. CE3LOCK: �3�: ACRE HISTORIC -- I ° �_ <" O NATURALL LANDSCAPE BUFFER 4 �- - - 1 \ 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ✓ - 1 BROOKHILL PARCEL BLOCK _ BLOCK o `' `. ; ) ' \\ F ; l �t C N THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE t_ LlJ < Q%) \ J O -� ° - & 30' LANDSCAPE BUFFER I� ALBEMARLE COUNTY ':, _ _ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. _ APPROXIMATE LOCATION OF I 1 IANAGEC) STEEP SLOPE 1 1 , \ 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO NOTE: A PROPOSED MULTI -USE PATH! !' i ^t, (TYP.) GREENWAY ( / ; � \ ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER IS PROPOSED BY VDOT ALONG THE ' . HISTORIC MARKER FOR THE °° / TYP. - •` MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE ROUTE 2 FRONTAGE OF THIS' BROOKHILL. PROPERTY JJ . ( ) , 9 z, '' DEVELOPMENT. - '-' -- - - PROPOSED 20 BUFFER- - __ �'` ' - % ` ✓ *�" V ' r ? 10. CONNECTION POINT N THE APPLICA PION PLAN SHALL BE A FULL VEHICULAR PROPERTY. PATHWAY TO BE - - ,� t_ ®, %, ;. LOCATED WITHIN THE VDOT RrvV. -'.I IPJTERCONIVECTION'r0 MONTGOMERY RIDGE. CONNECTION POINTO�HALL ONLY BEA I / PEDESTRIAN/BICYLE ACCESS CONNECTION. /• < <� J _ < 1 �7 H �— < IW i~ r Ln Q = C� ) O J J 1_• II O LOCATION OF E}LL 4 �� JSTING �s ,,' „F �,, . ° A < _ �� J ss. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND c, UNN CEMETERY TO �, F ° DELINEATE: BOTH THE PUBLIC SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. i'""i wce O B LOCK ]L9 �c, y ,AND ti- 03 \ ` REMAINI t . �' ILOCK LI1VE (TYP.) NOTE: ALL STORMWATER MANAGEMENT I=ACILITIES `� �� - Q \`' 6 EROSION CONTROL. MEASURES SHALL BE LEGEND M BLOCK 6 ALBEMARLE COUNTY- �' Fti i -- LOCATEED OUTSIDE OF THE PRESERVED SLOPES. (__�BLOCK� I } i PRESERVED STEEP SLOPE' 1 e --PROPERTY BOUNDARY ("fYPJ ° C] GREENWAY ,- PREESERVED SLOPES ° --!VEGETATIVE / i� J _�1 Q i� �1 Z (n �� M W ^y (TYP.) ! BUFFER MANAGED SLOPES :� , NOTE: AREA WITHIN THE 100' BUFFER O 'r : i I i ' ` ( ) °°;� �� �� �LOCK� °° AND OUTSIDE THE EXISTING TREE _ A' i r\ l ° — -- - ] ", I ' i. % `. � • , \ OPEN SPACE LIMITS SHALL BE REPLANTED IN -- + I 1 ° 1 EXISTING ioo-YEAR ` °°°°°°�°- / i \ / -- DEVELOPMENT \ .,::`:� _ °°a°°°°°° ° ACCORDANCE: WITH THE PLACES29 ' % I `� z 0 <� Q > �� t-� � w w Z Ice _. �: / FLOODPLAIN (TYP.)', ° .,WITH HOA APPROVAL, A idMULTI-USE PATH �� GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS FORESTED BUFFER REQUIREMENTS: -- (STING BROOKHILL -' ARE.A(TYP.) ti. ,. , - -= �,�-�•� LIMITS OF agTH CENTURY `^^"' ! �;I SHALL BE EXTENDED TO THE ENTRANCE OF p -- HOU:iE TO REMAIN WETLANDS � �_J Cn O Q -.. - ' `"'r C MPONENTS OF EIROOKHILL - ;I MONTGOMERY RIDGE. THE HOA WILL NEED i� Y ; TO ,APPROVE THE TRAIL AND EXECUTE ALL BLOCK 8 ," \\ I PARCEL WITHIN BROOKHIILL ENCOMPASSING THE BROOKHILL � ` \ DEVELOPMENT ARI A � '' \, T DOCUMENTS ALLOWING THE �� ' rT �L F- 0 - � HISTORIC �� T B ,/ , \ USE & THE 3 H CENTURY COMPONENTS OF EXISTING too -YEAR ;-i BOUNDARY(TYP.) CONSTRUCTION OF THE MULTI -USE PATH ] �� ✓- BROOKHILL \ \i L1J (TYP.) �.. a - R- FEMA FLOODPLAIN i ON HOA PROPERTY.C� P OPOSED 10' PAWED 10' MULTI -USE PATH TO Ei CE CE BE ALONG IJ ��� PRIMITIVE TRAILWAY ' ' ^ _ SPACE MULTI -PURPOSE l RAIL " ' c� = THE NORTH SIDE OF POLO GROUNDS ROAD Corn Urli`.• C� Q M �, -, vL; r„��,;; epartment PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR / File# _ ' ADJACENT TO THE NEIGHIBORHOOID CENTER. FINAL W -PROPOSED PEDESTRIAN TUNNEL _ LOCATION TO BE COORDINATED WITH TRANSIT SERVI(_E. IMPROVED INITERSECTION > *s„ ; ep i 'j e "' - _ `-- �IFOR ER �J Ap roved by tt : - :. d Supervisors AND STOPLIGHT. r =k n'a - - - O\3� R\�l o o c O EXISTING ioo YR FLOODPLAIN SEE BROOKHILL_TIA REPORT r� r" IL * ,< '' -' POtO _ "- :PROPOSED IMPROVEMENT 5 N��P-- D8t _ _ _ FOR FURTHER DETAILS STATER'TRODS ROAD -. - `. POLO GROUNDS ROAD FOR �,��'''� R\� P \ F ....... STREAMS ,� �I - 643(D.g 0 N - - ---------- i_ JUNE 15, 201a ✓ b-. _ o. _ _ - TURNILANES-SEE THE POLO +4 - - (So�) GROUNDS ROADWAY / \ IL< .annex -- LOCATION OF HISTORIC RESOURCE. TO BE PRESERVED IMPROVEMENT' PLAN /& S 1 PROPOSED LOCATION OF CIVIC SPJ\CE "APPROXIMATE LOCATIONS OF UPLAND CULVERT_ PROPOSED 30' BUFFER ALONG \ C/ u J ' f _FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD GRAPHIC SCALE DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - ,.�'' E �....d.� io' MULTI USE PATH e' zoo zoo aoo aoo i o SEE PROFFERS FOR FURTHER DETAILS \� �Lu PROPOSED LOCATION OF HISTORIC MARKER C�N C��LE n t - O Of Q_ w w to T.M. 46 -18C 't _PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. - - - -- CROCKET CORPORATION ( IN FEET) - --- _' - SEE POLO GROUNDS ROADWAY' IMPROVEMENT FLAN & TRAFFIC TIA. / �) PROPOSED ELEMENTARY' SCHOOL SITE r ] inch = �'00 ft. - - JOB NO. 182150 - SHEET 1 OF 1 SCALE N. T. S. SHEET NO. 2 CD z w w z CD z w cn z J 0 0 v) C 0 U at 0 Q X Q) 0 c 0 0 c 0 U O 0 0 0 U O U 0 E 0 N U C 0 0 N 0 rz a T c 0 0 0 0 0 c 0 Q 0 0 u U O a 0 0 T 0 E c� z w w z z w v� z 0 0 0 T 0 Q 0 a 0 v) 7 U X 0 U 0 c 0 7 U 0 0 0 U O O c U 0 E Q 1 , 1 / 1 , 1 1 / 1 ' HORN R \ / SH D WOOD �•/ \' I I ' ' 1 I � ' ' � /" V - / \ / �7�/•, ���J' , i �\ /v \j / , ' I I f I I I r ' � \ �-- 1 � �__ � '\ S p cot 1K I t - R 1O Enim BLOCK 13 �� I / '/ A-1 1 � �I o BLOCK 15 % 1 ' ° (\ \ A YAN COURT 3: EL lows OWN mom 000 woo - 1 r \ 400 1 �\ DEVELOPMENT INITIAL SITE PLAN \ I I 1 \ BLOCKS 9,10, & \�\ BLOCK _ 12 ; � \\ ,�� /' / I'_,� \ I BLOCK 18 / BLOCK 14 / �\ I ®®®®00 / / \ \ ® 1 I \ \\ ® I \ \N- �\0 NAG 00- RpPO ®000000000 ®® / "'- v v ® I / ®: ° 0 000 \ ° ° ® -7/ BLOCK 160 0A _-- - \ SDP2'o18o00SO aft* I%* ---- / ®°°� \ 4 / -- -,\ ---- /-- ----- I FINAL SITE PLAN � \ \\ ®°® \, �� ---------�®® 1 '\ ; I I APPROVED / 12/17/2o18 1' � BLOCK !+C / ® ♦®° \ /7 ----- \ FINAL SITE PLAN APPROVED 12/17/2oi8 I ROAD PLAN (UNDER REVIEV SUB2017-00117 D 201900026 FINAL SITE PLAN \ CURRENTLY UNDER ® \ w son/ -- - i ® X �� � 1 ROAD PLAN / BLO(K®5 \ ° I 1 ---- (UNDER REVIEW) 1 ®>- BLOCK 3 / - SUB2017-00117 1 fteft 0 P I /\ I BLOCK 1 K 2 �® ► ; \� , - -__ I 1 BLOCF \ BLOCK 17 / -� ROAD PLAN ® ` I 0l-,� f I 0 UNDER REVIEW _ ►������� I I \ SUB2018-00115 8 O 2 ® I 1 ®® II ' --�- / 0=Q \ I / 1 o /o / 01 I I00®® P O1 0 0 9 II 00\\ (1 ---_- m1nown ww�w00 -0 r 1 \ 0 a 0 0 0 40 11------�-' --__ 0, 0 0 woo /0 0 0 �® �\ 0 ' ° BLOCK AREA SUMMARY BLOCK 19 1 ; °° 1 1 BLOCKIS 1 ®® > II 1 0 �( �l I �I ' I \ \ ` \ ° I ° ®° - � BLOCK 7 � �\ � \\ ®°®®® 1'®®®®® ROPOSED 1, ° \ 000 00 - ® I DEVELOPMENT \`� 0 ` ` FINAL SITE PLAN \` 0 \ ♦ a B OC 8 ' I ° (1 I ' \ ° woo was � . / °° o too.. S U Rp - . . TA 1"E RT 64Nps ROA 3 ip.g PiS0) ..........? / 48.1 .... � 63) / LEGEND: PROPOSED RESIDENTIAL DEVELOPMENT (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) GRAPHIC SCALE I I 0 100 200 400 �800 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS ARE UNDER REVIEW) ( IN FEET ) 1 inch = 200 ft. ' i ,,X--JH o,6 gsCOTT R. COLLINS'Z C-) Lic. No. 035791 ZONAL E H z w z O O U a J < Z O U U J Z 0 LU o � Ln Q 0z H m J > w z Q � cl� w 0 w WLU Blo�k Land Use District Area Per Brookhill COD (AC) Proposed Area (AC) Dew Are Lots, Padcing COD lopment (Roads, Buildings, lots) Per (AC) Proposed Development Area (AC) Greenspace/Amenities (ac) Civic / Parks Required Civic / Parks Proposed Greemvay Required Green Propose Open y Space Required Open Space Provided Buffers Required Buffets Provided Total Greenspace Required Total Greenspace Proposed 1 Neighborhood Service Center 12 12 0 0 0 0 0 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 3A Urban Density 3.3 3B Urban Density 1.8 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 4A 9.98 7.17 0.86 0 0 1.43 2.29 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 4C Urban Density 6.58 - 2.31 1 1.46 0.85 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 NeighborID - 17.7 11.9 0 2.9 4.7 1.1 8.7 $ 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 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 8 Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 9 Neighborhood Density 9.6 6.8 0 1.8 0 2.8 4.6 10 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 1 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 1 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 1 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 0 6 1 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 10 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 1 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 10 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 1 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 Total 223.9 68.8 10.3 53.6 28.8 16.0 108.7 O O N N LU CD o N M Ln ry w w L W 4 Z J J M IN- Ir- N co 1 0 N N LU Jco LU O Q U LU U) LU LU U) LU f� V C) N Y U O J m z Q U 0 m LU O J O O m w J w w a U) JOB NO. 182150 SCALE 1 11=200' SHEET NO 3 GENERAL NOTES: / / /\ //// / //// I I,'/// / / TMP 04600-oo-oo-olgB1 ` ' / / / F w PROPOSED ROAD 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL / /\\ /// // / / / J // ///// I I I I I I \ / / \ N/F RBD MULTI -FAMILY HOLDINGS LLB ��° / I o� (CURRENTLY UNDER REVIEW) �H DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT / / ///// / / / �// I I V A/ \ A - / / y / / I , / %`v D.B. o SUB PG. 1 8 ��. � / 1 \ r �\ �� 201800115 P t PARCEL PER FEMA FLOODPLAIN MAP # 51003CO2801J. NO // / // V � // \/ /� I �'I 1 1 Y v 20 �� 9. 49 ��O°' 1 I /°. � �_ '- 1 v �5�� � \�'�� �� / / / I i \ , AREA: 1 o ACRES �5 / FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. // //\/ \ / / // // I I I \ \ \ \ .q TMP o 600-oo-oo-o1 B / / / \ / /// I I I \ s / / 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. \/ / / // / / \ f / // /\/ // ( I I \ \ q S \ APPROVED ROAD / \ j ¢3a a /'ST//V�'9/l/Q� CROCKETT CORPORATION SCOTT R. COLLINS'� 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL // // // / / / 7 / / // / / /. I I \ / \ \ �N\ �\ ,UNDER SUB 201700117 ��_ / / / S�' Gp F \•, INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF / / /// / / 'j //// / l I \ / ��Y \ \ p(/ (/ Rs U Lie. No. 035'791,l, / / ` \ /\/ / / I \ \ �' \ SF \ / / /0' A A WATER B�</ T,Q ! D.B. 5011, PG. 170 UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, // / VARIABLE WIDTH PUBL 6 / / / // / / �,/ / / // / �� � EXISTING PROPERTY � \ � � � � - \ ti C C' F / / \ / // / 1 v v q' S�VM-FACILITY EASEM lUfi \ a EASEME T s9°o Rj 0 AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE / / // - _ / / �Q- y� \ / // / / j LINE BETWEEN BLOCK �\ SF \ Z 1' '9 CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION / // \ / / /- / / / /_ \ �� v � � DB.5121, PG.644-67�/ a� 8 O \w �sS �A \ NT w / / \ 6 IONAL AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY /// / / v / �\ /// I l I ' - 8A AND BLOCK 4 \/ �iw� l F ¢� o �� 90 �\ �`\ `� SEWER, STORM SEWER, AND WATER -SERVICE PIPING; // / �T O �� / / \ / / / I / I � q ,. � � � I�� / / / / �'�\ � ° >>\ �\ N 04 z 8 "W 1 .1 1' v w UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE 59' 4 7 3 4 \ l y CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED - / / �/ // I I I I I I I / a DEDIC ]SERVED FOR FUTURE w\\ -� / � � / S'�,�'`� �° � LAND R \ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES / - �� M / I 1�N UP DEN)'AND , SERVING THE PROJECT SITE. / / L �o A\ / ti��� / / / ///� f ) - - I I �•� ��F FRS THE CO NTY. (p. ' 107 G. 1�8) 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING / \ / J / / / / I 10.56'(4) a \ EA. 2.1 ACRES / WATER LINES ON THE SITE. / p �� \ // // / I L � � \ � ,•� oo l � - / / v/ / I I I I A 1 \v \A 5. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS / / � � / � / /// 1 � T /� - w RECORDED IN DB. 5121, PG.689-701. �( / J j F - . -/ /// I. I / � PROPOSED BROOKHILL 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE / \�� / \ / // I I I I j \ EXISTING ROUTE 29 BLOCK 8A SENIOR LIVING FACILITY I ��$ - - �z8 \ \ \ \ Lu z RECORDED IN DB. 5121, PG. 676-688. / \ o� / / // I I I \ \ \ BUFFER ON TMP46-igAi - I vaRlaeLE wIDT�/ / / \ 1 \ems\ � 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED / - / / / j// l I I I I I I ` \ \ o.95o ACRES (CURRENTLY UNDER REVIEW) I PUBLIC STORM/ \ _ PORTION OF EXISTING R/W TO BE / \ 1 6\ \` PLANS AND MAY NOT MATCH THE CURRENT, EXISTING \ / / \ /// / I I _/ \ \ SDP201 00026 I DRAIN EASEME,n4 VACATED WITH THIS SET OF PLANS \ 1 \ \ ` \ u / I I I A Q� V 9 �� a D6�21, PG 44-675ti `Y26_ , � � � "' TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY / // I \ Q z UNDER CONSTRUCTION. I \ \\ AREA: 8.55 ACRES - II /� \ �/� �yz6!ti� \\ =\ a z I \ �S30° 55' 3514"W 47132' \ oti� I \ / U 00 / / / / / I _ ✓� ,1u0 PRIVATEvv / ' VARI L WIDTH / �6° ° I w COJ -- / _ // o iPUBLIC L1I2C 1/I TOR M6� / i o cn CRAW E SENT Lu Q \BUFFER EASEMENT OSB 5121-PG.644-675 -454 ~EXISTING PROPERTY LAND RESERVED \R LIRE 69°32' w QJA� QDEDICATINPON DEMAND > CC -SUBDIVISION FROM TH COUNTY, �Lu Lu PARCEL LINE BETWEEN TMP O 600-00-00-0AZ D B\5107 PG. '48 �� TMP46-igA1&46-1gA2 6\CROCKETT CORPORATION CR _,.�/ , 20' ACSALu SAKI YSEWER m % // \ _ AREA: 5.521 ACRES - , / \ asp ]ASE NJf \ w DB PG PG.40 25' PUB IGSTORM / / / , v ! �� !� / / v vtie / / / / / / V _ v Nl�� S30 55 35.14"W 16.108' / / \ V /� A v y v v v - y 410- - - - -DB 5 21, EASEMENT 675 i / �� 4� b S583810"E ° V F .5�� % �� A /� A I �oQ 0 \ \ ` ssg.vR�,.. 7, W 10 SWM-EACIL\Y EA�SMERFF � y y- __- °•, 7: f ZO �m�. ----_ - - - - -/ 76 688DB. 5121, PG9'3"w >N834689'�530'S5'k"W4/ / 9' 14.7V / / / l I / / / / / /�\ / / \ //// I I \ SANITARY SEWER y�A % �' iy � / / � O O Q- EASEMENT \ � wQ rlj o 0�VARIABLE WIDTH PUBLIC L=24o.52o, R=12o3.500ogo \� vW cnSWM FACILITY EASEMENT A=11.45o6 DB.5121,-PG.644-675 / SWM FACILITY o EXISTING STORM % BROOKHILL \i o A / / V A / \ �o WP0201 -000 / / v 7 37 1 \ o o `/� A ` - - - o ��� o / � I / o o ; �_ � � � � � � s SEWER ALONG ARCHER / BLOCK 1 � � \ � i o o rti / �`• - - / \ VA �� AVENUE TO REMAIN i EXISTING ROUTE 29 BUFFER ON THE BLOCK 8A PORTION \// i� ��� i = - '� y'\\4 \ \ VA s lriE-2_ OFTMP46-19A2- // !; ,,.� �° - \ i o.690 ACRES PROPOSED GREENWAY W�w / / \\ \1 \��� \ \ �• \v98 I\ VI I A \ mEXISTING BROOKHILL HOUSE/ � EASEMENT WITHIN ATER S18° 12'50.92"W 53.000' � M BLOCK 8A-o.54 ACRES ti / cyi � 6049'55.64"W 5 °55' ° PROPERTY BOUNDARY (TYP.) EXISTING ROUTE 29 A \�\ \ V / Y � 5 \ N6 A \ EXISTING PRESERVED I I /I I II 20I � I' 1II IoA C�aS' I 497 AI, IIW I I I T III IRI�I 1A\�\ \ I8 \EVENT/ 1 1 V � s�a �6 4�zTMP z o 600-00-00-0180 0 , / � '®I - F MBUFFER ON THE OPEN SPACE SLOPES BLOCK 8B PORTION 1.8o ACRES'/ S1�10241E S27° 33'41.47"W 28.082' HAUGH, CHARLES ROF TMP 6-1 A2s7 & E J OGLESBY JR To.1954 ACRES 10l/6A\ APPROVED FEMA D.B. 731, PG. 6 0o YR FLOODPLAIN. AREA:13 95 (PORTION OF) \ APPROVED FDP /. I �90 NUMBER 2600004 3 o45 AC THIS BLOCK)016 r A LIMITS 00 SUNNY DAY BREACH/INUNDATION /J -11.235 R=49 000 zSoL ZONEPROPOSED HISTORIC Q 3.374 \ CCVV' \ 1 1V WiHOUSE BUFFER PROPOSED OPEN / I VI o.384 ACRES N ` c SPACE B / ! \ II / i 1 L=177.325, R=1211.500 r �J,J / 384 / A=8.3863 1 �� J EXISTING PRESERVED I o.07 ACRES // \ LIMITS OF II / VARIABLE WIDTH PUBuc ` �� STEEP SLOPES / \� �//\STORM DRAIN EASEMENT ( \ I 1 m / / \ 00 / / ,�y .�• r A V�\A \ \\ �� GREENWAY TYP.) // / _ �� DB.121, Pc.s44is7s ��y �Iv I PROPOSED 20' LANDSCAPING 1 / 1 I V `� 2 Z \ v v I BUFFER AROUND BROOKHILL h ° � '�. \ cn v HOUSE PARCEL s O a �- '� - / _ LLI i--i �� / / �� �\ ��\\ VA \ o A / I° EXISTING PRESERVED\ V 1 v A�\I \ M �� �� / / ♦ ® �� A \° V / \ /� ✓ /\ STEEP SLOPES '/ \ \ Av yA� � W v \ / \� a / / ♦ o ,� / j/ v` v VARIABLE DRAINTEASEMENr BROOKHILL \/ / / CaO, / / ♦ \\ \ \ / \ De.5121, Pc.64 ---675 \ \ \ " \ \ `L O W W W / 37 1 y\ I m / \a �, / / ♦ \ �w �\ \ \ \ ! \ w /\ W / / / / T F BLOCK 8B / z L9 EXISTING STORM A\\ 376 (rl \ 1 \RE-ROUTED / TO BE \ \\ I U \ De �TF TMP 04600-oo-oo-olgA2 �� o PROPOSED GREENWAY y / / / _ - `\ \ \ i F 1// \ % / i �\ / / V----`s8s4so°„E ----- ` V 1\ �� I A NOTE: PORTION OF PROPOSED AI I I / l NSF �L'o , CROCKETT CORPORATION �� ®,� EASEMENT WITHIN J\� j l �l / �� j /� , / _ \� y V ��A'I () 0V' \ \\\\T c o \ ��` o BLOCK 8B = 4 04 ACRES I \ / % / o �� / / - A �V``��� / 1 \�\ I \ SANITARY SEWER AND 20 EASEMENT A� �F D.B. S16g, PG. 2 ♦ , \s \ \ � A / 35 �� \ V \ o\ o A l / / 0/ ® / / / / I ���� �oo� �� V \ A \ \ \�.\A V1` A TO BE RELOCATED WITH THE . / �� \ 6 S D.B.5150, PG �I \�� \ \ \ ®V � ® \ �� �I A I I / \ / l / l / / ���t U s5��� - \ \ r�-s\� A 1 vV DEVELOPMENT OF BLOCK 8 / \ w o 37 o A \ \ - / w �2o' A sA-WATER AREA:1o.614ACRE5 �' o� r oA / \ / o \\ \ -- / / Ln \�\ � T \ w� 1" A � �.0A� \\• � � Iwo I \ .� � / �\ _ - °• � _ _ - - - � Eb1SEMFN EXCLUSIVE OF ARCHER AVENUE I \ ° \ \�\� v TMP o 600 00 00 01800 / / / { VA \� o A A \� \ �I o / PROPOSED OPEN L-5s•375, R=1211.500 ;�� A \ V - - 4 LU / 0 4 1 SPACEC A=2.7607 r A. �� \ \ Vy - HAUGH CHARLES R / / x ° A 1 A� i / 1\\V�U�oI I \\J��I A/ / / i0 0 \ >� - LLJ W F - \ / or, o 0.79 ACRES M 37� _ - 61 PROPOSED OPEN \ � �; � L � � � � � o � / - �y �� 1� J 1� a � N & E J OGLESBY JR T o SPACE A u� �l IEXISTING BUFFER ON I / o ' 'o v v A. V / o.64 ACRES V �� I� I I o �\ o� o I / PROPOSED SWM ACCESS AND ' , �\ _ D.B. 731, PG. 690 " THE BLOCK 8B , -��- BASIN/SWM FACILITY PROPOSED WITH � � o w I oV / o- X A 1 PORTION OF T/ / / H� �p _ I I I� AREA: \ / I � BROOKHILL VSMP PLAN TO BE � �'�_ _ v 3�95 ( � / `� \� PORTION OF TMP / � I / EASEMENT TO BE RELOCATED � w * N I ° . I y U ® E FACILITY 368 �I v O AC THIS BLOCK _ W W W y46-gA2 -1.490 ACRES' // MODIFICATIONS TO TH ^ \ \ ��_ 7 4 4 ( ) / LW RELOCATED WITH THIS SET OF PLANS /_ , ?� v vy\ _v \ w \ WPO-2017-00037 _ \ °� / 1652 0 I �� _� w VED FOR FUTUR / w ss� ss,• y y y \\ w EXISTING WETLANDS ° /f \ USER v s v L€ WIDTH PRIVATE/ \ /� *o w w � LNDR ' DICA�10�1 UPON DEMAND I 0 \ �TENANCE EJ� EMERYf { I� \ /I FROM H QUNTY. I 36 ti o V v v A�>>A rIM o / 4" \ r. \ \ \S6� \ \ / / / / O w � 2`< 6 F \ o\w� '?so 2, y� v� �� y�R�MyENT�TI o /� / / / l , 36� I a �� q 6 v v v �F i p _A A�A�ARDER CR��SSfNG / I �I of /� �.� w -`� - �� 0.557 ACRES of TIME 46 19A LAND HEREBY o D.B•�5�0�PG. 148)� I o V v V A,sy2, - - v � \ ///�� � INTERMITTENT STREAM w`��, V 1 ° dig vv \w� • • �- _ y y / 1I �®I uRESERVED se uPo1v D� MA�rDDBv THE COTUIvrYTo Pueuc 7 \REA: �. 7 ACRES v / INTERMITTENT STREAM \ //�< j I w y _ � i / _ I I I VIABLE WIDTH PUBLIC v ) / / ° p _ y I I.1 2 I LLB F ° v - �I SIN �� \ o I \ \ I I �' S1�M FAQ LAY EASEMENT A��� - \ / � I I I � 1 1 _- PRIVgT �I N&25 51€ ° /V ABLER WIDTH IC s f P \ mow\ APB - c a I A o� ��� G� Bb W , w � �. � BASIN/SWM FACILITY STRUCTURES // I p SC E / � � w � � 0 DR%I MET \ \ \ �w - Iw .64\FRR \ y,55 w -'-; --675 / I �I 56 m 'VARIABLE wDTH P - \ PROPOSED WITH BROOKHILL VSMP PLAN \ -. w w STORM DRAIN EASEMENT o 0 7 / N - _ _ o \ �w ■ cs - .., ;_ °. a, ,>>8,. o o-o °� fi \ - T \ z Da�121, Pc.s44-s75 o /PLANS EXISTING MANAGED 0 LANDS A °'1 2 p83 --` -' I r \ -- TO BE RELOCATED WITH THIS SET OF B STEEP SLOPES SUFFER EASEMENT / __ Ns. ° o - N . - a. , _3p�- _ o %/ \ E I O b`/,�8_ ` � i---ss.-i1 TIE - - sa --� s \� E ANDSC / EXISTING WETLANDS / / / sa648'13"E 201.9 ° \_� AB:S121 ASEMENT Eye \ EXISTING �s o wow - _N89°s ' n1.13 ` -- - _ PG64 6 /a;'° EXISTING 30 / \25� -, T XI X I - wow w w - - � ,��ST�nEi --- 4_ 75 �: \ \ - � \` s \ PROPERTY LINE Sv�raA nBUMRnIDrHE w�\ J _ _ o N '-__;N7a24'4 °W »9.-x �, LANDSCAPING BUFFER ®' \ 1 !\ Lu VARIABLE'WIBTH�RI °� 0o I �< _ L 6.66 0 - 17.0 /p / MAINTENANCE EASEMENT \`� - o ° DB512,�G.644-675 ( _ po W`w� -- - ti� \/ / �/ / / / \ \/ \ ~ ~ \ (FOR IMPLEMENTATION \ ° - - �s - - - - - - - - - - - - o EXISTING POLO - �w (ne) , sTM1Rs�D N vi / \ Lu EXISTING SANITARY SEWER AND \ w \ \ \ \ \ SALAMANDER CROSSING) \ \ \ \ \ _ ` \ \ ° o a o ° o ° POLO GROUNDS ROAD / o \ �w �p D .51, -s75 -l \ \ O w v o _ - _ �w ° �� 7 ° 9.3 3 •9� o SANITARY SEWER EASEMENT a vzi \ \�� N21°03'38'E STATE ROUTE 643 (D.B.481 PG.263) o - S / , / GROUND ROAD BUFF] v v 0.557 ACRE TMP 46 9A LAND- y�AA L=3.75'(TIE) _ A' VARIA �� S 6 20' 2 8"E 2 61' 0.305 ACRES �3 / \ \ 2 _ _ _ _ � c91 ---------- L=148.503, 6.500 _- _ 33 56�� �n_ � � � / / BL WIDfiH PUBLI(� - --- ----JOB NO. o - s,Ez So'�E / \ _ - - - - - _ � � � � � \ STORM BRAIN EASEMEN v HEREBY RESERVE f�QR FUTURE \ �- - - - - � cs � e �33.8 � �� z / � EXISTING POLO - _ o -- / �3� _ o' P / / y B.512�-G.644-75� V A 82150 \��Pv�IC SCALE DEDICATION TO PUBLIC bSE UPONNA D \VA�� = TomV - - - v � v - BY THE COUNTY � � \ .. = ss3E ��� ' � ��-� � GROUND ROAD BUFFER -- -- - - - - _ _ o ���ER;�\ � '� � I �'� \ V A V A \ \ o 43 55 Rl r \-- \ i f 0.536 ACRES - - - _ o o 50 0 25 \ So i soo\ \ N_ , ' �_ o N _ - °O o0 SCALE -0S� _ -- -- �( __----�� ,- - 'Poly - - - - - � _ - @�'®-t42 � 7 A v �- �64¢- VARIABLE WIDTH PUB ST -- 104�4 -- 1 -50 \ EASEMENT DB.5121, PG.644-675 0 - - - -5\ / o ° c rE\\ \9 \ \ 6jS \ n ----- r v v LIMITS OF - - - - - !� N'� u3 )\\ 1 \ \ \ \ IN FEET \ \��� �I N T v o P s, A v v v v A A N 1 ° 6 \ \ �L - DAY BREACH _ ° A \ \ ( oI� _ 0.150 ACRES OF TMP 46-18 LAND HEREBY SHEET NO. 1 inch = 150 ft. �� m -RESERVED FOR FUTURE DEDICATION TO `� '= I° V A ° o v v \ v vv v \ 7o.O°'------0/ i V o 0 3.47 4 4.5 - I v v vA v v\ \ INUNDATION ZONE L=2 2 R= s oo ----S85°38'43"w \ PUBLIC USE P\N DEMAND BY THE COUNTY i l VARJAB WIDTH PUBN\ o o ° A=2.7758 \ \\\%\ � \ \\\ \\\ \\ 4 _332 - - h \ \STORM\ D N \E SEMENT U U U � �� Oo Oo Qo Oo 00 O° 00 Oo Do OO OO Oo M POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W rly \� PROPOSED GARAGE (TYP.) STOP SIGN (TYP.) / / - NOTE: A 2o' BROOKHILL HISTORIC HOUSE BUFFER / ROPOSED Cr gD ENTRANCE (TYP.) - - SHALL BE PROVIDED ALONG THE BROOKHILL \ /l� �� G �� G 1 v r TIE-IN PROPOSED CG 6To / \� HISTORIC HOUSE LOT. THE 2o' BUFFER SHALL BE EXISTING CURB & GUTTERs / MAT H LI N E _ 5 E E SHEET 6 - EXISTING UNDISTURBED BUFFER OR REPLANTED � ROPOSED 6 PLANTING STRIP (TYP.) NEW LANDSCAPING BUFFER. / PROPOSED / PROPOSED VDOT s �.cG-6 / HISTORIC BROOKHILL / / f HOUSE PARCEL / 2 R / Q ) \ /% ` TIE-IN PROPOSED CG-6 TO ti STOP SIGN (TYP.\ EXISTING CURB & GUTTER STREET SIGN (TYP.) �° �T.gNC / A_ ROPOSED VDOT STD. CG-12 (TYP.) \ / STREET / O SIGN PROPOSED 5' CONCRET\WALK v / A a (TYP.) °°, • PROPOSED VDOT STD. CG-2 / R p� kill \ \ \ PROPOSED WALLSPROJECT BOUNDARY (TYP.) PROPOSED 3' CONCRETE SIDEWALK /; STREET S�c� S�F \ (MAX. HEIGHT = 6') SIGN A Y \ PROPOSED 5' CONCRETE SIDEWALK (TYP.) Ri�gTF �C<F� PROPOSED OPT /° PROPOSED VDOT STD. CG_-12 (TYP.) SETBACK (TYP.) tl N / iq 2'/ I PROPOSED STEPS (TYP.) / \ sG \ STOP ti us,,- O K \ 0g O o STOP SIGN\ \ 'ST�� \ \ SIGN C/,cFFy��� y� LIMITS OF PROPOSED OPEN a I - I (TYP.)\ ° \ GNT STgtiCF (TYP.) (0. SPACE SPACE PARCEL PROJECT BOUNDARY (TYP.) I --�_ I / r .�8 PROPOSED DITCH BEHIND UPPER WALL ° W I N Iz I----; STREET SIGN (TYP.) PRIMARY ENTRANCE (TYP.) q rNR l W �m I ~ 19, PROPOSED N / boo• \ RFp�gT 0,0,Vu V a g I I ` ---- I. HVAC UNITS (TYP.) R /�gN SR�FDBNF d � � o � IG v FDe FRO / ROPOSED GARAGE (TYP.) NT STANCE_ �FFFR R l l a STOP SIGN (TYP.) l�o �N P // uu j ° a QL PROPOSED WALLS I PROPOSED--_-_-- �� I --f-- O I I l� l (MAX. HEIGHT = 6') HVAC UNITS (TYP.) Q� I i-1---- I I - y ° _� -'-- m ,�z' l l Z 2°o'R PROPOSED CG-gDENTRANCE (TYP.) �— 1 ,` - ROPOSED GARAGE (TYP.) M/ �a g PROPOSED 5 CONCRETE SIDEWALK -1----__ , � I O PROPOSED STEPS (TYP.) PRIMARYENTRANCE(TYP.) PROPOSED g CK gG� HVAC UNITS (TYP.) / \ PROPOSED CG-gD ENTRANCE (TYP.) ROPOSED CG z CURB (TYP.) / v�� (4) PROPOSED PARKING SPACES �o, T - o / ��1� i ' 3 R FjC �o R I 1 a I o° �. Z2 ,, ''' G PROPOSED CG-2 CURB (TYP.) FCC �s s PROPOSED STEPS _ _ V' V/ o I ROPOSED 5' CONCRETE SIDEWALK m PROPOSED CG-gD ENTRANCE (TYP.) 2 ' PROPOSED VDOT STD. CG-12 (TYP.) / E1P EIP �s� / PROPOSED 6' PLANTING STRIP .P I PROPOSED VDOT PROPOSED MAIL KIOSK a p L4� 6� ✓ /. I I Q. ° ° } PROPOSED 8' FRONT PROPOSED & CONCRETE SIDEWALK , ° _ I I I ----'- / ° MIN. SETBACK (TYP.) (1o) PROPOSED ° w PARKING SPACES w ; COURTYARD g ro %yp (4) PRO ----- ------------------------ _ Q STOP o.zo AC PROPOSED GARAGE (TYP.) PROPOSED ---- PROPOSED CG 16 CURB (TYP.) _l W SIGN ° PRIMARY ENTRANCE (TYP.) HVAC UNITS (TYP.)-----'---- >- I- 1�� (TYP.) a POSED CG-gD ENT NCE (TYP.)\ PRO RA W Q 6 (io) PROPOSED PARKING SPACES IMARY ENTRANCE (TYP.) -, PR.p ° a o a PROPOSED d ---- PROPOSED m Q oCG a --- -- - HVAC UNITS (TYP.) Ow ti �� as • P ' i - / Z F----, 4° z8 (TYP.) 0 PROPOSED 2' WALL ---- a Z (n , aC AD co 01 ----- 0 2 ° PROPOSED WALLS 4 ____� Z -o w (MAX. HEIGHT = 6') I m I - I -----' 0 I ----- H ° I _ �- ". PROPOSED Or PROPOSED io' REAR ° - ----- -- -- 7 - \ \ HVAC UNITS (TYP.) /�� SETBACK _ ------ 5;R as �SR �� ----- 1g' I m \ PRIMARY ENTRANCE (TYP) j H 19 ---- ---- : / / /CFfC LIMITS OF PROPOSED OPEN . \ \ / SPACE PARCEL ---- 1 PROPOSED 5' CONCRETE SIDEWALK PROPOSED GARAGE (TYP°)----{---------------- a N ze,R \ / ° ° --------------- �--------- PROPOSED CG-2 CURB (TYP.) XISTING 5' CONCRETE SIDEWALK __- Al �w \ OPEN SPACE D IL --- ---- ---� J�/��Q \ TOTAL AREA = PROPOSED -i a SED <. � 1.95 ACRES DRIVEWAY (TYP.) ---- AREA OUTSIDE --------------- I------ --- JC�j� �� STOP ° SIGNBUFFER AREAS 1 i I --- PRIMARY ENTRANCE-(TYP.) I ----- I �s EXISTING STREAM / l PROPO PROPOSED CG-2 C URB (TYP.) \ / "1,, STORMWATER PROPOSED WALLS f MANAGEMENT r / \ \ W (MAX. HEIGHT 6') i FACILITY / i- 3o m -i EXISTING STREAM WIDEpO ROAD BUFF O GROUNDS N ERA°31AC)REP gRq a° </VrUNDIS °o C BUFF APED gUF FR R o , "46�1I0 — o o -- I NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. THIS INCLUDES ALL HVAC UNITS. \ ISTING PROPERTY LINE (TYP.) NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. NOTE: ANY PORTION OF THE 30' BUFFER ALONG POLO GROUNDS ROAD THAT IS NOT CORRECTLY WOODED OR THAT IS DISTURBED DURING GRADING FOR THE DEVELOPMENT OR ROADWAY IMPROVEMENTS SHALL BE PLANTED AND SCREENED WITH A MIXTURE OF DECIDUOUS AND EVERGREEN SHRUBS AND TRESS TO BE APPROVED BY THE DIRECTOR OF PLANNING. � 1 inch = 30 ft. \\ \SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� H F z L w Ov z O F UU U L Z w � J p u ¢ c 0 O C) i w CIO c > z _j Q C w '—' � c W L a c U) W L L W wL w oC c 0 0 0 N N N Q o 0 0 o N -4 -4 lr co L; e � e J O w � N w < _j J 1 W W 0 Q u o U o Q i j W ulU W W U) 0 � Cn 0 J W .J Q co 0 O O N w J U ~ w H w O w cl� _ a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 PUBLIC ROAD OR GREENSPACE SCENARIO 1 SCENARIO z SCENARIO 3 1CAR , GARAGE PARKING i N �.� i N �� i MIN MIN -�� SPACE 2 CAR 2 I iSURFACE Z GARAGE PARKING Z_ SURFACE Z PARKING Z Qi SPACES PARKING SPACE SPACES + o LL PRIVATE ALLEY OR STREET ;; M LL Z 20' MINIMUM TRAVELWAY PAVEMENT WIDTH g � Z O 00 �a &n K W ,ni �a U W _ - PUBLIC ROAD NOTES: i. EACH SINGLE FAMILY LOT WILL HAVEA MINIMUN SIDEWALK OF 2 OFF STREET PARKING SPACES. 5' MIN i8' 2. OFF STREET PARKING SPACES WILL BE LOCATED MIN EITHER IN DETACHED GARAGES, ON PARKING 2 CAR 3' PADS OR A COMBINATION OF BOTH. GARAGE MIN Z 3. GARAGES WILL BE A MINIMUM OF18' DEEPAND PARKING LOCATED EITHER 5' FROM OR GREATER THAN 16' SPACES FROM REAR PROPERTY LINES ADJACENTTO THE PRIVATE ROAD OR ALLEY. ¢. GARAGES WILL BE A MINIMUM OF7' FROM THE 2 CAR EDGE OF PAVEMENT OF PRIVATE ALLEY. GARAGE 5• ASPHALT PARKING PADS WILL BE BUILT WITH A PARKING MINIMUM DEPTH OF i8' FROM REAR PROPERTY SPACES LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. EACH PARKING SPACE WILL HAVE A MINIMUM WIDTH OF 9'. 6. DRIVEWAY GRADES MUST BE 8%OR FLATTER. THE GRADE TRANSITION BETWEEN THE PRIVATE ALLEY AND DRIVEWAY, BETWEEN THE DRIVE AN[ GARAGE OR PARKING PAD (OR ANYWHERE IN THE SCENARIO 4 SCENARIO 5 DRIVEWAY) SHALL NOT EXCEED io%GRADE DIFFERENCE. * IN THE CASE WHERE THE PROPERTY LINE IS NOT: FEET OR MORE FROM THE EDGE OF PAVEMENT OR FACE OF CURB OF THE ALLEY, THE GARAGE SHALL BE A MINIMUM OF 7 FEET FROM THE ALLEI EDGE OF PAVEMENT OR FACE OF CURB. GARAGE AND DRIVEWAY EXHIBIT NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. THIS INCLUDES ALL HVAC UNITS. NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 1 1 1 1 1 1 °a J \ IZZ I,/� Q RIMARY ENTRANCE (TYP.) PROPOSED i PROPOSED CG-9D EN' NOTE: A 2o' BROOKHILL HISTORIC HOUSE BUFFER SHALL BE PROVIDED ALONG THE BROOKHILL HISTORIC HOUSE LOT. THE 20' BUFFER SHALL BE EXISTING UNDISTURBED BUFFER OR REPLANTED NEW LANDSCAPING BUFFER. PROPOSED ROADWAY SEE PLANS UNDER SU132oi800isS T STD. CG-z ° JCE (TYP.) V \ PROPOSED GARAGE (TYP.) / a PROPOSED 25' FRONT (0 OPEN SPACE D MAX. SETBACK (TYP.) N /. / TOTAL AREA = \ / 25'R 1.95 ACRES / (AREA OUTSIDE BUFFER AREAS - PROPOSED HVAC UNITS (TYP.) u` / \ 1.26 AC.) PROPOSED io'xio' BRICK PAVER AREA WITH \ HISTORIC MARKER FOR THE BROOKHILL PROPERTY PROPOSED 5' CONCRETE SIDEWALK PROPOSED 3' CONCRETE SIDEWALK `�Q� a PROPOSED VDOT STD PROPOSED VDOT STD. CG-12 (TYP / 5�p�\O \ PRIMARY ENTRANCE (TYP.) ° / �D��Q� EXISTING LIMITS OF WOODED TREELINE j V 4 Q PROPOSED / / /;' (7) PROPOSED PARKING SPACES PROPOSED 8' FRONT / ryhDRIVEWAY (TYP.) PROPOSED CG-9D ENTRANCE (TYP.) MIN. SETBACK (TYP.) ; / PROPOSED' HVAC UNITS (TYP.) o PROPOSED WALLS (MAX. HEIGHT = 6') 2 Q a Q ti ,� J a �y . PROPOSED DITCH BEHIND UPPER WALL PROPOSED STEPS (TYP.) ti' 19 F/,o PROPOSED VDOT STD. CG-z PROPOSED 4' CONCRETE SIDEWALK / PROPOSED GARAGE (TYP.) a �o/ o N PRIMARY ENTRANCE (TYP.) y EXISTING BROOKHILL HOUSE PROPOSED 0 _HVAC UNITS (TYP.) C) �PROPOSED 10' REAR / SETBACK / O EXISTING 5' CONCRETE SIDEWALK /v �u Z9' o / / J y ' PROPOSED GARAGE (TYP.) STOP SIGN (TYP.) ROPOSED CG-9D ENTRANCE (TYP.) TIE-IN PROPOSED CG-6 TO EXISTING CURB &GUTTER �`�' / 'MATCHLINE - SEE SHEET / 5 / PROPOSED 6' PLANTING STRIP (TYP.) PROPO STEPSl1 PROPOSEDVDOTSTD.CG-6 / HISTORIC BROOKHILL / / f HOUSE PARCEL TIE-IN PROPOSED CG 6 TO 2 ti STOP SIGN (TYP.) EXISTING CURB & GUTTER 1�9 / STREET SIGN TYP l ( ) �• �� gNCF\� l PROPOSED VDOT STD. CG-12 (TYP.) / STREET O O SIGN PROPOSED ' CONCRET\WALK c� l~i • (TY5P.) °° Q PROPOSED VDOT STD. CG z p .: a CRAP SCALE / a ? Rip PROPOSED WALLS PROJECT BOUNDARY (TYP.) PROPOSED 3' CONCRETE SIDEWALK STREET �SF �S4� a (MAX. HEIGHT = 6') so o 15 so 6o / � a SIGN � 5' O CRETESIDEWALK (TYP.) PROPOSED N PROPOSED VDOT STD. CG 12 TYP. 5 q �! IN FEET PROPOSED zS' FRONT o _ ( ) F� ) / 1 inch = 30 ft. / MAX. SETBACK (TYP.) '� i v PROPOSED STEPS (TYP.) STOP yOUS 8R00 2 ---__ 0 I I I t STOP G'ST� SIGN FeUFFKy74< LIMITS OF PROPOSED OPEN o SIGN �sTq (TYP.) FR(o y�STO SPACE PARCEL ---_-_ --- (TYP.) T JECT BOUNDARY (TYP) NCF;�8 PROPOSED DITCH BEHIND UPPER WALL w �TH 07 N SC0TT R. COLLINS'� U Lic. No. 035791 � ZONAL tx,4�0/ H z w O U z O J a r Z:) O U U Z LuJ o cn O z J Q 2:0 m J > z Q w � H� w 0 w WLLJ O O O N N N Lu O O O Q .q M M N ,A ,A Lu z W W Z Lu z w ul z J J U Cn M N M E N N Lu J_ Lu 0 Q U Lu W Lu Lu U) Lu rQ V O N w J w H r, w w a JOB NO. 182150 SCALE 1 "=30' SHEET NO 6 D.I. WATERLI KUPUSED 4 22.5 MH-1 A M \ OPEN SPACE / 5 0 ° �I-� ° S 11} assEMBRYW�6X6 HYDRANT - SEE SHEET 8 // �TH 0 MATCHtINE" �PROPOSED4 D.I. WATERLINE S PROPOSED 0 w w �J// / ° / /! PROPOSED o PROPOSED PROPOSED 8.. TEE 8"x4"G.V. 7 \ 8"x6"TEE / O z x TEE 4° (1) - 4 G.V. (1) 6" G.V. _ O 4" 4" (1) 4 G.V. , SCOTT R. COLLINS'Z (z) _ 4" G.V. PROPOSED 4"x4"TEE, 4" G.V., / O PROPOSED BLOW -OFF ASSEMBLY \ MH-15 / & BLOW -OFF ASSEMBLY U Lic. No. 035791 \ w ` PROPOSED 1' METER INVAULT \ PROPOSED d 4 W \ I 4T EE EXISTING 12" D.I. WATERLINE ��� �� �/I / i?j o \1) 4GPROJECT BOUNDARY (TYP.) o�� ONAL F PROPOSED 4" 451 BEND r F x SSI E� 7�� �F \ ROPOSED 4" D.I. WATERLINE PROPOSED zo' WATERLINE EASEMENT �kM C ��I � \ I w / /" / �/ �R \ -PROPOSED 1" TYPE K COPPER WATER PROPOSED z" TYPE K COPPER WATER SERVICE LATERAL 0 � _ �° C �� i ii , r nnuirn ��* ❑ \�C` p SERVICE LATERAL w/ 1" METER PROPOSED FDC LOCATION PROPOSED 4LL FIRE LINE _ w i�\��XA R P �^ - s1 0o PROPOSED °-BEN / P O OSED 10 PRIVATE w�' �: \ 4 45 ROPOSED 8" D.I. WATERLINE / ' UTILITY EASEMENT PROPOSED A.R.V: \ \ \\\ / ° o / \PROPOSED 8"x6"TEE �� _ l 1 1 \ 1?xSp O l I n . _ °\� \ 1 8" G.V. _ PROPOSED WALLS / �i iQ PROPOSED 4' FIRE LINE ' --- _ \ (1) - 6" G.V. _ ,� I i / ti \ � ���� \ MAX. HEIGHT=6' / / a / t� PROPOSED 8�S% /ARY SEWER M \ \ PROPOSED 8"x6" REDUCER - z I /"' r • l cn 0 o PROPOSED zo' WATERLINE EASEMENT - X W N o io PROPOSED zo' SANITARY SEWER EASEMENTO ^n Gjg o \ / / w II (n y - o a - �,I l ° ° ro �3'A PROPOSED 6" D.I. WATERLINE / / O - ¢ Q PROPOSED FDC LOCATION \ / z U I I O M---_ \ \\ /¢ z oMioM°° Z N Z °, M- Fyn \ o o Q w I° i PROPOSED zo' °iN - Lu o �j co/RC�F Z4xpo \ cn ° - silo — y \ PROPOSED / j z Q w WATERLINE EASEMENT o � z n 4�- 7 w L / ' Q \ 6"x4'`TEE \PROPOSED 1" TYPE K COPPER WATER / \ Lu w PROPOSED 4 ko a a \ 1 SERVICE LATERAL w 1" METER 0 w� IN. \ O 4 / a D.I. WATERLINE I_--� O Liu I Gq �4+So PROPOSED \ �� o � T-1 -- FFFR<�o2.pO i \ �x4"TEE y U) I �° m W 40�.6> G.qR� \ �/I/ \ (1) - LF" G.V. W W FF ; �4o PROPOSED x TEE & --- w i� PROPOSED 6" PVC SANITARY w L I \ Sx w IQ ° I ° � 40%3�� Gq , / BLOW -OFF ASSEMBLY PROPOSED WALLS ,,� ^---__ SEWER SERVICE LATERAL __ w ' 3 i FF R9 j - /- / F;tie 9.3 / \ PROPOSED 6" o° BEND TO MAX. HEIGHT=6' o ^�----__ 0 40 3 g I �,� MH-14 0 ^� o ° oo� GqR, / FIRE HYDRANT ASSEMBLY „i „� ti io I + ROPOSED 6" D.I. WATERLINE 8 FFF,�8. / PROPOSED o i� � H �� G G.V. & / \ / a S a I i n PROPOSED 6" PVC SANITARY 3 \ l \\\\\\\ 6� l qR� 4 / w w A FF�c,966 / go° BEND �• w SEWER SERVICE LATERAL PROPOSED (2) 4"x4" TEE Z2 G ,A4 / 39 G c ° \ \ ROPOSED ' WATERLINE EASEMENT POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W "-y� y �� "X. X PROPOSED zo' SANIT. SEWER EASEMENT y i y y y� PROPOSED 4" go* BENDS a '"' III �� (z) 4" G.V., & BLOW -OFF ASSEMBLY V� S , �33 /FF Rig 20 PROPOSED 1.25° BEND J MH-13 c.o. \ PROPOSED 4' FIRE LINE /�S F 396.ao3 S�� \ / n < / ,-+ ely _I "' PROPOSED\ a PROPOSED 4" FIRE LINE PROPOSED io' PRIVATE PROPOSED 10' PRIVATE o a � � I ° a 6"x4"TEE / / \ UTILITY EASEMENT o 0 ° UTILITY EASEMENT N o° '• PROPOSED 4 9o° BEND $ 1 - G.V. a Y / � \ / N N 10106 PROPOSED°(�4" PROPOSED 4' go' BEND 4" 45o BE D w o 0 I PROPOSEDN Q 001 rn PROPOSED zo' WATERLINE EASEMENT ��� r., , (2) 4"4' TEE, PROPOSED FDC LOCATION a / // / M (z) 4" G.V. & ROPOSED 1.5"METER IN VAULT`S PROPOSED 1" TYPE K COPPER WATER cti •� I PROPOSED 6" PVC SANITARY LLj Q SERVICE LATERAL w/ i" METER w BLOW -OFF ASSEMBLY 01m .� SEWER SERVICE LATERAL \� I' o ^� 5 MH-12��° - ----------� ^ --- ^ �y MH-10 SAN 11 min + - - ,I lM PROPOSED 4" go°BEND PROPOSED 4"x4" TEE, 4" G.V., I rnl w 1c ° \ \ \ COURTYARD & BLOW -OFF ASSEMBLY - SAN 10 PROPOSED 1.5" METER IN VAULT LL 1Q PROPOSED ' zz. BEN.) o wig PROPOSED z" TYPE K COPPER _ __"- ° ' I 4 5 PROPOSED 4" 45o BEND ' �o $ I w Q WATER SERVICE LATERAL Rio---- - --- �^ 0 / i; <` 1l7 sn n I o -71x PROPOSED FDC-LOCATION , �O PROPOSED FIRE LINE � 1tO ° °O PROPOSED " FIRE LINE co- /�' I 0 4"� r^ PROPOSED 4" 22.5 BEND ° P 4 wi m PROPOSED zo' SANITARY IMI� PROPOSED 10' PRIVATE UTILITY EASEMENT PROPOSED zo' WATERLINE EASEMENT w SEWER EASEMENT ROPOSED FDCL LOCAITION °\ Q /PROPOSED 6" PVC SANITARY1�Q o SEWER SERVICE LATERALII ---� -- _-U-100 1m PROPOSED 2" TYPE K COPPER (J) m �o o° lL WATER SERVICE LATERAL - I Ur m + --- rn M ?,�x PROPOSED zo' \ _ �i / ,� PROPOSED zo SANITARY co Z mO1r^` w (Y sp UTILITY EASEMENT Q _ �� \ o SEEWER EASEMENT wig - ----LZ h \ z /� Q. 4Z-7� CV L1Q �o-� --- MH-11 J °l r) ° y ° � to `° � M -�- ^�o -- Rio z z 5 m M I ° a 1O1 � --- _- M n C) � PROPOSED 6" go' BEND TO- m rnl m --_ °° ul - J FIRE HYDRANT ASSEMBLY / \�c�/�� En / EXISTING PROPERTY LINE (TYP.) I IM�Ir LL — 1 MH-1oB LL Q ,� / ----- 0 ^/o LL 1� o° 1M m so 3x° \ �iw� N PROPOSED WALLS I o im I Im \ 44�,/ MAX. HEIGHT=6' a I 1^'1 00 w a M- H11Q \\ / �" \ \ 0 omN 1..1..1 I -- PROPOSED 6 PVC SANITARY / / u LLi� I -----_____ MI� SEWER SERVICE LATERAL / / \\ \ S \ Q i / M1� / W / PROPOSED 8 SANITARY SEWER \ - / I r�1iI PROPOSED 6" PVC SANITARY- - I ° \\ \ II-11- M SEWER SERVICE LATERAL' 1Q / Lj / \\\ IIII II F W I w i� _ _ _ _ _LL - / LL PROPOSED zo' SANITARY/ \ \\ IIITI�' / / / J x SEWER EASEMENT IIIII J "-1Q PROPOSED 1o' PRIVATE ^�� --- o / \ \ III III / J --------_ F ---- UTILITY EASEMENT �101 N / MH-10A \ lillilllillilill SAN-g M III I- / ' ) I `01 O1 --- i'�" MH-11A / IIIII „ �JJco MLM_� 01 LL IQ illiillii_ / W IF rlLL io $ 00 ILL1< w w Y - / I- ( Q EXISTING FIRE �I -I c.o. / W 'llll11 II PROPOSED 20' SANITARY J HYDRANT / / 11 III - 0 1g+5p 5 EXISTING STREAM Ijllllllllll ° I � SEWER EASEMENT J GUSH / ----_ COURT U H� - PROPOSED FDC LOCATION ROPOS _- PROPOSED WALLS I \ \ / MAX. HEIGHT 6 STO>� ATE / / / %` C) O i--I ni n' iMAN GENIE / / XISTING STREAM PROPOSED STORM SEWER /�A / 1I1 -1-1- e° � 11=III=III -- _ a IIF-Ll I I III I I I � III III II e� W w w w w w OPEN SPALu CE Z W III —III- - J IIII�II�III�II�III� / — w J vv Hill o O IF III- W W W � � o � IIIII O li-li-li-I I i I I I GRAPHIC SCALE � a w l:-IIIIIIlilllllllllll-1 O 30 0 25 30 60 J O � O OO Oo O OD o 0 W\ w\ S y ( IN FEET ) GR0 S 1 inch 30 ft. Q o T _ o IN�o 3 MATCHLINE -SEE THIS SHEET - SAN-8 __ I - _-_ PROPOSED zo' SANITARY � � �- - - _ _ _ _ � w \ SAN 6 - - ------ - SEWER EASEMENT 3o L F z4" STEEL Ep,------- - u _ _ �F O EEL CASING REQUIR I CRY J \ ---- - -- - - A _ C'_- 5 / --- / CENTERED ON THE STREAM CROSSING AND U ~ 5 S SLu I II I \S - - _ J_ E AST - ---- --- --- -- ITARYSEWER _ S - -- - --- --- SAWS ,8 \ EXTENDING P THE CULVERT WING WALLS TIE -INTO EXISTING � w ----_ _ 7S!A_N 7 --- - SA JOB NO. 5 s s - �O k� S S 182150 C( EXISTING STIR S w w � w w_ S S w� w� - - �� vp, - �SCALE w -� -- W "�DIPIC R/ �w—w= ANI TINGSEWER 1 30' �L 0 L v � pUB � SA TARY SEWER 77 w�W w SHEET NO. W -- v IABLE _ i I I 1 I l / S S � Fk�sTsq w �S v \ \ EXISTING 12" D.I. WATERLINE �• j / // `\\ \ \ s IA \ TIE-IN TO EXISTING 12" D.I. WATERLINE WITH 12"x6" T.S.&V. N \ PROPOSED so' PRIVATE UTILITY EASEMENT j / \PROPOSED so' PRIVATE UTILITY EASEMENT // PROPOSED 4" FIRE LINE/ PROPOSED 4" 22.5°BEND / PROPOSED 2" TYPE K COPPER WATER SERVICE LATERAL \ / / PROPOSED 1.5"METER IN VAULT � yy /J,// ROPOSEDROW- BLOW-OFFASSEMBLY/ s PROPOSED 6" PVC SANITARY PROPOSED FDC LOCATION PROPOSED 4 go' BEND / SEWER SERVICE LATERAL ' I / / PROPOSED FDC LOCATION PROPOSEDi/' s PROPOSED 4" FIRE LINE 4"x4" TEE (1) - 4' G.V. PROPOSED 4" 45°BENDS 1/i ® / ROPOSED 4" D.I. WATERLINE j / 'PROPOSED �, o °a s `<\ 41Ix4" TEE � �� PROPOSED 6" PVC SANITARY. z " G.V. '"� ' PROPOSED / O 4 / > SEWER SERVICE LATERAL 4"x4" TEE EXISTING 8" SANITARY SEWER j / (1) - 4" G.V. PROPOSED i" TYPE K COPPER WATER / SERVICE LATERAL w/ s" METER ` / �\ PROPOSED 6" 45 BENDS PROPOSED zo' WATERLINE EASEMENT NOTE: LATERAL CONNECTIONS INTO EXISTING MANHOLE / `\\ j ti PROPOSED 6"x4" REDUCER SHALL BE FIELD CORED AND HAVE BOOTS INSTALLEDAr �" OPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6" TEE �\ ° . NOTE: CONTRACTOR SHALL INSTALL A STEEL PILE BEHIND FIRE HYDRANT j PROPOSED zo' WATERLINE EASEMENT / / 7/ Y o � ti t �4/ 4� EXISTING SANITARY SEWER Q- QO'K, / V m EX-SAN17 s PROPOSED 6" PVC SANITARY \ \ SEWER SERVICE LATERAL J a Jam. PROPOSED L/� PROPOSED WALLS SANITARY SEWER TO BE DESIGNED AND S zo' WATERLINE Z / MAX. HEIGHT=6' INSTALLED BY OTHERS MH-15B C.O. EASEMENT PROPOSED so'PRIVATE / PROPOSED 4" FIRE LINE :0 PROPOSED 6" D.I. WATERLINE UTILITY EAS�ME NT YIl� l / / l l / / PROPOSED FDC LOCATION PROPOSED so' PRIVATE / / • / o PROPOSED 4" go° BEND k zo+ o UTILITY EASEMENT 7� / , PROPOSED i' TYPE K COPPER WATER \M PROPOSED ,\ SERVICE LATERAL w/ 1"METER / M 8"4' TEE PROPOSED (1) - 4" G.V. 3 M zo' WATERLINE REMOVE PLUG & TIE -INTO �xso EASEMENT, PROPOSED 4"x4/TEE, 4" G.V./ EXISTING 8' D.I. WATERLINE & BLOW ;OFF ASSEMBLY PROPOSED 4" D.I. WATERLINE! d \ PROPOSED 8" 22.51 BEND \y / EXISTING 8" D 1 WATERLINE " `° PROPOSED 0 BEND / M ATC H L I N E- 5 E E 5 H E ET 7 OPEN SPACE / 5 I PROPOSED FIRE HYDRANT S 11+0p ASSEMBLY w/ 6"x6" TEE PROPOSED 4" D.I. WATERLINE ° S PROPOSED o° / PROPOSED PROPOSED 8"x4" TEE\ h\ PROPOSED / % 8 8"x6"TEE G.V. x4"TEE \ " 7 (z) - 4"x4"TEE (1) 4" G.V.. (1) - 4\ (1) - 6" G.V. / (2) - 4" G.V. PROPOSED 4'x4" TEE, 4" G.V., / PROPOSED BLOW -OFF ASSEMBLY MH-5 & BLOW -OFF ASSEMBLY ° PROPOSED PROPOSED PROPOSED 1.5" METER W VAULT o 8 x4 TEE 'D.I.. WATERLINE /�� / / F //I / vv d \ (1) - 4" G.V. PROJECT BOUNDARY (TYP.) PROPOSED 4° 450 BEND PROPOSED 4" D.I. PROPOSED zo' WATERLINE EASEMENT C� \ ��\ GRAPHIC SCALE # / // / /F / P ,PROPOSED 1" TYPE K COPPER WATER PROPOSED z" TYPE K COPPER WATER SERVICE LATERAL �__ �° �nmi A f `� o SERVICE LATERAL w/ 1" METER 30 0 1 / PROPOSED FDC LOnCATION --_ r \ $ s I 60 PROPOSED 4" FIRE LINE PROPOSED io' PRIVATE; PROPOSED 4 45°BEND ROPOSED 8" D.I. WATERLINE ° UTILITY EASEMENT PROPOSED A.R.V.- . a \ \ \ ( IN FEET ) �_- / / / �1 \PROPOSED 8"x6"TEE / ` ' i '- _ / �'L \ �';S'p • (1) - 8" G.V. 1 inch = 30 ft. PROPOSED 4" FIRE LINE \\ / - 6" G.VPROPOSED WALLS \ (1) G.V. --__ i NI I \ . \\\\� MAX. HEIGHT=6' PROPOSE 8�5% SANITARY SEWER\ \ \ PROPOSED 8"x6" REDUCER R P ED z' WATERLINE EASEMENT TH SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� Ln z w 0 U z � J 0 U U Z W � J C) U-) z J o W m w � ly- w 1■■1 U) w WLu ce tie O O N N Lu O O in co co CM fy J N w 0) C) N w < _j J 1 U Lu pp z ® Q O !�e I- Q U U0 J E-- Lu ulU w z mow/ U) 0 0 j w J Q co (D C) 0 C1q C) w J ULu ~ H � w _ a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 425.4 4 BW 10.2 ,� b. y1 B 3z TW D _ ° I 3. o z3 TW " 4 / L= ioQz 2.03 CFS / , ��� �� I I N� V = 2.8$ FPS \ / / �s� 0 _ ✓ PROPOSED 8 HDPE t� y yTw 3' z / / ROOF DRAIN SYSTEM (TYP.) /�� 1 z48w� EC 2 JUTE DITCH Q1O 2.So CFS / O fj /437 43oTW WIDTH-5, D= o.52a,FT 4o8.3.. NO SCALE io 46' (SLOPE=2.8-6.7%) / SCOTT R. COLLINS'Z \ EX Do7 I �I �� I y1z.a \ PROJECT BOUNDARY (TYP.) / U Lic. No. 035791 \ / l o// 8 , . \ 4/2SB PROPOSED 5' PRIVATE \ `y1i.� o DRAINAGE EASEMENT / SSI�NAL F�� 428BW S <C V \ 432 TW y2o.y_ 4f PROPOSED 20' PRIVATE 6/0. �$ o / 4z7TW DRAINAGE EASEMENT \ \ v EX Doh�'I / yo6.67 ��i /y 409 5 O 412 . i4iv�rw 4z5B PROPOSED WALLS / I 430Tw MAX. HEIGHT=6' ono / \\ \ 4 zy TW \x P DITCH I NOTE: PROPOSED RETAINING WALLS / / / cn � O% yo8.1 ti D = 10 yoz.g PROPOSED _ / EX -Dog M\ / So I ' \\ \ L Q2 0.25 CFS SHALL BE ANCHOR DIAMOND PRO / / / w LOCATION OF ROOF DRAIN TIE-IN 4°Tw \ \ 31 3' VZ 1.79 FPS "JAMES RIVER" �A �6 GR IT Q10 o.3i CFS \' EX DO �22TW �yz8TW \ WIDTH 5 / U 5 \PROPOSED 10 PRIVATE DRAINAGE EASEMENT 'PROPO ED 2 NO °Rio ' z4 FT / O / 4 (SLOPE=2.9%) Q z YARD D AIN \ �\ EXISTING PRESERVED - O i o y Q_ 2 U STEEP SLOPES U cn CO Lu \ l -39 414 N N ' ATCHLINE - SE SHEET 10 NOTE: SEE DRAINAGE MAP, SHEETI8, / / o I �/ 6 � o`�`� , . y - yzorw 21BW � FOR DITCH DESIGN INFORMATION z J I1 3 TW \ 4zz DL= 10" Q = 0.37 CFS / /� w � �4 yzsrw PROPOSED TREE z % x VJ oc w 3gL4jsTw 40 .5 .• rO y�1 \ PROTECTION FENCING \ a.� 31 Vz�3 FPS / y / / o = 6B � - \ �g \ �� �/ ' s 8 4 s•s ew 4 grw SS Q1a 0.45 CFS cLui� o ; \ WIDTH=S' 394 Bw a_ 408 TW '� -,° � \ �( zO 0.2 fi � > \ / �V O 398TW IO Ip o .. �4z3 43oTW PROPOSED WALLS NO SCALE ° / W w \ (SLOPE=4.6 /o) i oC y I l r-- ° Q-�S�J oi.i � I �tI-,'•�_ 51 0 .. 7��\. yisrW HEIGHT=6' � /. z� --,I (MAX. ) tie NOTE: PROPOSED SLOPES STEEPER THAN 8TW 39 I e °Q yl rw \ 3 3a SHALL BE PLANTED WITH NATIVE STEEPy__ �/ 4045 \� SLOPE MIX WITH ANNUAL RYEGRASS BY V / g 1, EN ERNST CONSERVATION SEEDS AT A RATE EXISTING 100' STREAM C� ? i 400: IO 47 0 yog W 4� Tw- PA x OF 6o LBS PER ACRE, OR 1 LB PER 1,000 SF. -� � \ BUFFER Z� w,l� 4 43 . �xSo 41 1W'-4 396Tw 398aw I� / yz1 PROPOSED DITCH DL= 10" Qz 0•59 CFS / SLOPES G MANAGED STEEP I U) W Q 39 I 6/ ; yoz B - i , / 3g TW I I 9 \ J ° %�388- yo3.g 404.0 °p \ \ \ yo8TW 4148 4z7TW "43 EXISTING 20' HISTORIC PROPERTY BUFFER 3.1 ti V = 3.28 FPS \ N,�, o io I \ao °.'; ;� o i;� - .. o 1,K4 B EC-zJUTE DITCH Q10 o.73 CF5 ,� � �_-x / \ I 39 •z I �'/: I - \0 403.5 'OS1 _ \r_-�_Ip \, O\ 402BW 13TW WIDTH=S' \/ O O 88 TW 39 ,, ^^ n - o ti� D = 0.26 FT N N 394 TW v, LL1 I - O 4 3 •9i �y l.� \ 1J'x 406 TW \ NO SCALE 10 w O O Bw ' -- co n I II �, oo. PROPOSED 18" YARD DRAIN = p N N 39b.5 -� °- IC7 A 26 (SLOPE 23.7/0) _ r �M 4o2.g 403.1 - _ Li Q ` w° PROPOSED 8" HDPE 398TW L ' 1 - 2.$� --�- - 4zo s6"�w 39 m - ROOF DRAIN SYSTEM (TYP.) y�5rw r, 39zTW 39 I O - i �o oz. Apt l M �` 4O°.g� PROPOSED 8" HDPE �'u; n �4 402.5� -I \ ��3x 1zrWZ419nN n So\ 400 6 `��=4 PROPOSED io' PRIVATE ROOF DRAIN SYSTEM (TYP.) ° 8. -- �'1 �-�� - I� yo1.1 .y, / 9 -' b IQ,yooa \ 4o5TW i DRAINAGE EASEMENT (TYP.) ® yo1.g 4oz.o --> V- lD \• a oo.z - . \ z TW PROPOSED WALL 3 c+o A � .�--�M _ �.o . a ,,y: .� a�a � (MAX. HEIGHT-6) 39oTW 39zTW �' �O 10 2.'/ \ O I^� t 3996 + �o 399.5 03..16TW 42� o .. ry � O �. 4x 4 TWA 401.3 - - _ .. 396 yo2TW 10 w \ / / N� o, _ �\ � �97B PROPOSED 18" YARD DRAIN � /C 8:2 oBW ' _ I �. _ j ^/ h/ o� a te. i6TW O / / i n 3 9 400.7� yoo.g �- lD J %\ O 39 \ Y / �8 388TW 396TWI (n. 3. - �- �_ 6.8 I�x i o3BW �" dlO� o MIS g SO 396BW TW \- - EXISTINGPRESERVED 0 I - \ rv'r4 ty-- 39 �402� N o / 39 I da nj ° 40 \ O 0 °4 BW / / / Q o 395.5 4 z TW . / / I II I II 400.zQ:/+" r _I U 2.6� G� h o 394.8 44 \\396BW 05 TW / , / V LLI - 400.4 v ( to STEEP SLOPES 1 1 C! 6�6% v I �� FFF, �4 l _ 7 N % oA 38oB 95•' -- __� � / --- , `L yozTW� 39aB 386TW 8 B _ I�D'�\ �013�Ciq o� 3 4•A397BW 4ozTW PROPOSEDWALL yrw -_ �o _ yo3rw „i 399a� gg.a --A'i Ill OCATION OF ROOF DRAIN TIE-IN / F R' / \ N I A m t I 8 0 - 87 � o . \ (MAX. HEIGHT=6') -- 3 4.6 - o '/""o v o -�-- - 397•s o 398.67 g° II M 399• O O �� \H A A V - F 800/ , 39z.0 A� \ T \ __ M \ 378B 3- TW 583 W zr 398 G R, / gz. Tc PROPOSED 20 PRIVATE D AINAGE EASEMENT (TYP.) 38y TW az TW � - O o \ II 1� .. � � a � D�n � 6% l F q- for - 9 V --a- F, 96 6 / 38g. rw', 3 39a.7 �' L� I� / z3 \ Z G 3gj33 �Gq LOCATION OF ROOF DRAIN TIE-IN / 3nO x OCATION OF ROOF DRAIN TIE IN ' �/ St 9 s.o :5 .-�. 16 � , r 2 � /�S / -- � �F 396533 � i / CV \ s Bw \ 389. TW 3 9.5 W g8.6 18 00.0 4 3967 -� 7 O // / 37 g 3.5 TW \ ■ \ 38a TW 390 TW 3 z.94 7N O - y979 1] 397 9° 22 _ �395.4 395•z a 39 3 g1.o \ O - \- \ 9�5T% g W 2.5p/0 3 0 s97s � �V - � :ham `° 396. 94 � °_ i � / � 38 9��p GV EXISTING�PROPERT' PROPOSED 20' DRAINAGE EASEMENT (TYP.) ° a 3 39z.7 0 4 \, Y LINE (TYP.) � 7 �388 TW 9 wj �, \ .�7 393 83 - % 5• 0 397 o I, \ o o 1 TC TW 39oBW � �--�-------F------ °_ � o ,396 �.i/o o I a. , \ _ . 5 \ g � PROPOSED 8" HDPE <' P 2 � ,. \ DD�° ROOF DRAIN SYSTEM TYP. - o. ae39 �4 �' I � 1.0 90.0E r \ � I I r a 3 � TW ml tp ?o � _ ^ • r _ � I � • ' ( ) 39 7 90.5 TC � L(l /,/ / w 396.5 Im \ a ` \ 39°• go.6 \ 388.83 EP V ED 20' PRIVATE \ / J z P OS I 9\- 39 �• wl \ DURTYARD a .oEP 3a9 3T� -� DRAINA SEMENT / / \ Q I 372- I I n tL I>� W 394.00 3 o� 7 \ z a g88.5 E ( / J --- 394-1 1 4' 3TC. - I IQ % I PROPOSED zo' PUBLIC 38 .o �\� � s7�8w ----�- lD 4• 39s9 39s9°I° �I� \ aril �xoo DRAINAGE EASEMENT$ % o �_ �� / ----- 00 \ \ 378TW 386TW 91fiW O o ��i-- _� a00 /�� v / 38 / \ W W \ 8o W 38 -\- / 39s4 II YARD DRAIN _ w o m W PROPOSED 18' 3.3 y_ b i�� o v 5 r I _� 395.33.8% \ ��t � ` / \ I \ \ / / I ° ' \ " cn - �i �0 t� s PROJECTBOUNDARY TYP. / / / Q \ \ a 3�0\ PROPOSED 8 HDPE ° wl� --- W _ I--- \ x39z•9 �W o o� 'h�O. 3s6.67 -\C� 3 77 40 / ( ) I I / ROOF DRAIN SYSTEM (TYP.) a r-I �I� �5% ' 394•s o o�m N S o I --- ----- vi Om m < M/ 9iO n �` i - O. V lui �/Wg6 l 3J0B s7s�vJ 8 Bw ^� + -rIh M ` _`''x o 'as - 1 ` ` �,� �� 2 GD-2 EXISTING INTERMITTENT \ / O I I II 376 TEA/ PROPOSED WALL TW "� rn 394.3 394 `� ~ t STREAM DC O \ \ \ 38 TW g° z IirN 'Its \ 75-g% \ Iwi \ �\ ' / 84.z BW Q �C /�Q ` ti ° 386.z x<� / / Q � I (MAX. HEIGHT=6) 3 Q � Iw1i� i 4.9 _�- � `k-\- x3g1� � �86rw \� M� o/M • � \ /T_ o - - - - - -� 393 393 8 ti l tp I \� . ! .. 384 B W J "v (p�� f �/ l l 7 . s6Tw w 38ss / PROPOSED UNDERGROUND \ 0 p. 3a �I O z i o Qi �M\y� DETENTION FACILITY I 1 \ 3933 --- II I� ='ny j- a W \-9 �� `� I l l 1 \ s� 8 - M1 Q PROPOSED 20' PRIVATE \ °j I 36 I� I I ' I m MI �' . R �` DRAINAGE EASEMENT "J � IL IQ � �3\ LLl7 i I \ 368 B 376 BW 38y B w Q p \ ,91.3 a `�39o.gz EP83 TC6 \ ^/ p I 374, a - < -- ------ x / 0-392.42TC v 4 \ (p/ O N✓ y I 39z 9 `O ^ e S O 39 g \ �/ \. a° 38y.1 I / W Q � I--- _�-� --- 39z•92. ° I� \ 391.z O � 13k � 3 4 W \ 38i TW 88.5 TW 1� l7 � � 3 � � � \ PROPOSED WALL o m�, - o 5/0 rn 20 �\ ���� \ \ .o w 3 X r Q (MAX. HEIGHT-6) o 4.3/0. 39z.5. I �,� ry \ / � Z 39z-54:6% 11 Q M\ 2 i O �6 I 1; I I I�-• " t o 3ti ------ \ / 39°•98T� - 3 j\\ \_ -- I U 6 6.2/0 i --- _ 38yBW o a _ / II 3 y 3gz.z . � n 8 I I 6b I --- -- N - 3,92.z2. \ ml�o s, �: I I � � 3�o:g° �� gores 379 BW / PROPOSED zo' PRIVATE �° \ \ 3sz 6\ � / � I I F ml�p o I rn� \ OCATION OF ROOF DRAIN TIE-IN \in PROPOSED WALL ml 4,0/ r--=m o -� 3azrw/ DRAINAGE EASEMENT \ 38 H 1 --- m II W Oo I I I I I (MAX. HEIGHT=6') 387.5TW �I -- 39 9 3 •9 2p%. 3 0.8 3 B 4. IQ �/9 // 37 ��� W 36 B , 11 --- I \ / �� 2B �� 11= 1 W II I - LL v 8z.o TC 37� �360TW 3 w IQ 4o/u ----- Xh°� PROPOSED 8"HDPE i �/ r _ • LL I 3917 39�7 L° 1 0 LL FEMA 10o YR 8 . i -It - °�- ry asTw_ i �. ' I_-,_--- I � � ROOF DRAIN SYSTEM (TYP.) / h 36 FLOODPLAIN i � � � 3 �¢^� �o o \ EXISTING MANAGED STEEP 0 I , WOO � � ry ri` :8/0 391.s o �- _ � II , 386 � 74ew/ PROPOSED WALL ��� � � / / - _ � SLOPES 1 „ 10° ( I - + 1.4 W r - i - - - °i� 39 .o% U- IQ / r 3sorw, (MAX. HEIGHT=6) 1B 179TW I III' LL Ill w LOCATION OF ROOF DRAIN TIE IN0 365 381 BW I 391.0 .. / / r W 371TW 88.67 LL�V'� �� 1A \� 374 386TW �. PROPOSED WALL �6 A / ' a�soTw � �, 38z Bw -39°Tw - 39 � � SH_�U_. _ o ko0 � � � 8 , (I�i 6-B = =11- / T ° - w � 36 W � a Tw 3ssrw 38ysw y ?9+50� -�i � � ���° 3ssTw ;� / MAX. HEIGHITIIi�I_in y r � _ � .PROP TW ` W w 37? ED VDOT STD. W-1 \ rr nn 37o B WITH IPRAP OUTFALLE V \ / I 6TW. -374 376BW �" / /� W W illlll\I / PROPOSED i/ T,hill_ I 00 O � 37 38o g8z TW � � 374 B .� III III I �. i � - Q �OO 8 g BoTW PROPOSEDSTORMWAIER - STORMWATER / _ / --- -1 -� 8y BW / 3 w \ \ � LOCATION OF ROOF DRAIN TIE-IN � 39orw III _ � II II ayaw- ; MANAGEMENT EASEMENT �/ MANAGEMENT / � .Ill Ill - j ,v ,v I ,y � , _ CV / 33 W 39°Tw 3,i' �� ACILITY / II III ---- - 36638zTW �8zTW 81TW VIIIVI. �� _ II L A \ -Lu w w w w w NOTE: PROPOSED SLOPES STEEPER THAN / \ III / / IIIIII L ` I _j \ / SHALL BE PLANTED WITH NATIVE STEEP __ OP N � II_ � • � / / / /I III I � \ '--' 0 - - M w SLOPE MIX WITH ANNUAL RYEGRASS BY�� PROPOSED 8" HDPE SPACE ��\-III / IIIII 1 XISTING STREAM I 1 \ w -- --- W -III-I / -III-II Oo ERNST CONSERVATION SEEDS AT A RATE• - (TYP.) IIIII II=III- I O ROOF DRAIN SYSTEM TYP. � �, � � j / / III III � \ w 717 OF 6o LBS PER ACRE OR 1 LB PER 1 000 SF. u - =1 I_II II III=11 I I _ PROPOSED 20' PRIVATE-� ll=1 \ \ a EXISTING STREAM II III= I� PH 1� q T,� �LI IIIIIII\ I, c R �L IC SCA E JOB NO. fti l \ Oo DRAINAGE EASEMENT � � �i \ - � w ITI I III III I I I I I O r. -II III II - 11= \ III I I III III i " III -I I \ I 30 0 1\j o 60 182150 POLO GROUNDS ROAD �w\w II II -III / \=I \ \\III III \ \ II II -III III II III= = II IIII SCALE _ II 1I- o 111= - _ � �\ \ - -� ICY I I VARIABLE WIDTH PUBLIC R W ° _III- III III- °o o � � . � � �� / / II IIIII� � I I \ \ ( N FEE ) \ \ 1 .30 ° 11f1-III _ - \ I,y �\ I II-IIII� II-LI= III IIITIIIIIIIII I 1 inch = 3 ft. �% hI III -III \ SHEET N0. O O \ W 442- / / / / O SCOTT R. COLLINS'Z / / �� Lic. No. 035791 � Z IONAL 0 s \ \� /PROPOSED 12" YARD DRAIN (TYP.) w u 436'35 G PROPOSED 12" YARD DRAIN o U cn to CO w O Q w oV° PROPOSED io' PRIVATE u� F co //4s49 0� /. DRAINAGE EASEMENT YD-�.o / �� �iN` ° \ S / /� w � Lu 43 •31 43333 �( \ \\ \/ S�0 434.7 3 4 / / e \ \\ oC PROPOSED 8" HDPE- .v/)) 4 S rtROOF DRAIN SYSTEM (TYP.) 3a.7 r^ ??�O!o 434•s / \ \ > cw� 434�.a.. O �..... ............433.75EP ,. ^� / ...... "� ° ° w a' tie PROPOSED 1z" YARD DRAIN SYSTEM ' ° `� �/� � /yJ / 434�asTc `i / / / / J •� .� YD 15 / U M/� \ / ; "4338 / / / NOTE: PROPOSED SLOPES STEEPER THAN \ y / �"" 15 `� 6� V i SHALL BE PLANTED WITH NATIVE STEEP �. 33.00�P�� � / v� 3� � O . ``� ��,f� o 433.a 4335oTC- SLOPE MIX WITH ANNUAL RYEGRASS BY E 43033 D- �C ( ERNST CONSERVATION SEEDS AT A RATE \\ YD �4' OF 6o LBS PER ACRE, OR 1 LB PER i,000 SF. PRO SED 18" YARD DRAIN \ \ \ / yz .8z \ po 431.g i O. Illy \ i° �� 1. 43i•�/ 52 A - S6 w O O 336 PROP ED 18" Y111A���RRD DRAIN \ \ a � S / Q a � _ Q _ 436TW ° : 1 V M �\ 26 0 43 sTM, ROPOSED io' PRIVAT� \ / I 430.0 ya .7 / ,�"��o \\\ �. AGE EASEMENT ` ' 4 / DRAIN LL A A 4�9- xo ./ / 432 w L= 10" Q2 0.28 CFS / \ �27. ,(�� \ � yh /. 8Tw VZ 2.10 FPS / ��\ )' 26.z / EC-2 JUTE DITCH Q - O. CF / LOCATION OF ROOF DRAIN TIE-IN 4 - lb 35 S 424-71 fi4 7 �7 i 39 B WI TH = 5' D = 0.23 FT \ \ / s 4�7-33 44o TW NO ALE 10 /f \ / 43o BW hr - - - (SLOPE=11.7%) / / \ \ in PROPOSED DITCH / / z vN \ / ¢2 422.97 �� ya .5 . V / / \ / / ��i oo J 436 BW -� PROPOSED8 HDPE ' �/� o�ya8BW 440TW / / \ M / ROOF DRAIN SYSTEM (TYP.) % nx°/43aTw � °°` 42 •4 ry ® N�i,y"� 3.20 - PROPOSED WALLS / / 0 421.0 Zi 434 bW (MAX. HEIGHT=6') B o / ✓ a ��/(p^ ` 423.0 436 TW 0 ry BW 3 J - / / `r ylg.o ,j, ,% � � � ..436TW 41�4 ° YD-9 �� ��� o� 422.3 N / ) �V 422.6 ; / 428 BW / r_1`38p, /.. /ti�� . 34TW EXISTING MANAGED STEEP v �` / N / / ■�■■■ a / / / SLOPES L oko / �t��i l 0 4zo8 _ PROPOSED 12 CLEANOUT (TYP.) �% <o^/`-\ 4 4 W yzo.o zs TW NOTE: PROPOSED RETAINING WALLS / / /w < 426BW SHALL BE ANCHOR DIAMOND PRO +8 �* Yy3oTW EXISTING 2o' HISTORIC PROPERTY BUFFER "JAMES RIVER" / / / Lu ��� � \ J ` l 3 419 1 / D- 3 J z 3-75- / / / / / 433 6 rf 6B33TW > la 8 , N PROPOSED 18" YARD DRAIN U)/oLOCATION OF ROOF DRAIN TIE-IN Y 7 �/ w / / E / / / co uj /4 w Y // SPACE / / (� �� 4zo � m h t� xlli BW 33 TW 96 4154 Bw yloa 4z TW� 3aTW � � Q 13 8 0 a¢ 4 3 oL=1O" Qz 2.03 CFS _ ✓ / PROPOSED 8" HDPE I I �i A �o a14 s y,� 31 j Vz 2.88 FPS q\ / / / / / _ 0 C 2 JUTE DITCH 2.5o CFS ROOF DRAIN SYSTEM TYP. ��/ a % a BW \ EQ o \ / / / / / / / � U oZS D=o. z'FT ( 408 )g . �� , � I � I IM \ � I 6 a 4136 "43o TW NO GALE+ l0 (SLOPE=2.8-6.7%) / / / / / \ o EX-Do7 ���;� ��` 41�.s PROJECT BOUNDARY (TYP.) /.. / "yla.0 / / / / / r 40 •96 ° / o ya5 B O 1 / •b Lij Jo g / PROPOSED PRIVATE _ Q � � V ry / "i � 4'0 w 5 / v ��o ���� 411 -,Z DRAINAGE EASEMENT S �[y� �' v� _ 4z86W / / �/ �Gl� ti j 432 TW / / / -104�4 \\ gzaBW PROPOSED 20' PRIVATE4�7TW DRAINAGE EASEMENT r / / EX-Do6 4o61.67 i° . J iz -� 409-5 / z / cv 4 4a w �! �� a rw 56 PROPOSED WALLS I \ � i / / / / / z s 43oTW HEIGHT=6' / O�oO O � 408 8 � (MAX.( ) / LL / / / \ / S°/p 424 TW (/ J O V M I 402.9 "' 30 408.1 * PROPOSED DITCH / ' J w /XSo- .yyao \ / / // LOCATION OF ROOF DRAIN TIE-IN / / / / Y Ii Il/22TW ',4z8TW ILK EX -Do N 5ROPOSED io PRIVATE DRAINAGE EASEME NT PROP ED ED 24 YARD D AIN G PRESERVED LOPESa ° r_ ryO BVG W N ATC H L I N E SEE SHEET 9 N - ////�' �� / , / - z6 TW w �3 TW ,� �4 yas rw PROPOSED TREE v 394 398TW 40 •s o So 421Tw \ a' PROTECTION FENCING / / 4o5•S BW yi TW / / / / 1 Q 394 BW ° ICI / O M �v a' S � � yob TW - / /G� AT) I I C E a (n 398TW yol:z I I l I ���. �i� `423 43oTW z PROPOSED WALLS / / z / / / ''r -' �-� �`� Z�xo \ ylsrw (MAX. HEIGHT=6') / _ 3° / / O �5 /30 6o JOB NO. 392 9 I,y I - _ o \qaa w `�+431 NOTE: PROPOSED SLOPES STEEPER THAN / 182150 aTW C 404 yl Tw \ 3 S 3:1 SHALL BE PLANTED WITH NATIVE STEEP 398TW � '--_ �C7 � 6. o 'y F � � loTW �. - a 2 MOH '� 4o4.s. �� ° �plx• D SLOPE MIX WITH ANNUAL RYEGRASS BY �V / i SCALE G - 9 °tp �� � � °• ; a_ a ,-4236 ' LN ERNST CONSERVATION SEEDS AT A RATE / �- �, IN -FEET - ` rr_ r EXISTING 100' STREAM 2 ° 1OI rll, TW PA OF 6o LBS PER ACRE, OR i LB PER i,000 SF. _ 1 inch = 3 t.) - 1 30 / BUFFER ✓ \ Z ~� 3906 00. W �"- 4043 / \ /,�i\ �2% y19Twyi6w EXISTING MANAGED STEEP I ' 8 _ I \ Aso. zzrw PROPOSED DITCH / \ SHEET NO I 88 �C 398 6W _ L j A . � � A' � � /j �i �/ �i �i �� �i i SLOPES - � 396TW __ � 4u6 � 399 TW 403 9 0 0 �\ \ " " 408 TW 414 6 4271 i _ y 4 �% \ 42oTW EXISTING 20' HISTORIC PROPERTY BUFFER 10 C 395 MaLs PROPOSED GRADE—] TERSECTION OF WESLEY LANE & WESLEY CIRC SIGHT DISTANCE PROFILE M M r-� Lf M N O N00 "t, 11 p D r1 NM O m c-I 1� 0 c-I r-I Lll M i rv) L1 m ri n ci I� 00 1t Li) O O It ci O O O N O N O N 0) N 011D l!1L1 00LM1 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 395 OBJECT=3.5' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 425 420 415 410 405 400 395 390 385 HEIGHT OF OBJECT=3.5' 38o ►5 4_ 430 425 INTERSECTION OF WESLEY CIRCLE &ARCHER AVENUE SIGHT DISTANCE PROFILE HEIGHT OF EYE=3.5' O\��P LINE OF SIGHT EXISTING GRADE i ROPOSED GRADE HEIGHT OF OBJECT=3.5' 425 420 415 410 405 400 395 390 385 375 375 lD N 00 lD M O lD Ol ri K, pl N Ill pl N N L() O M CY) It 0) L!1 00 N I, ci u l O M I� r, 00 00 Ol Ol O O .-I H N N m ry) M M M M � It � -t It / 430 STING GRADE 425 420 420 IN I N OFNOUSH COURT (NORTH) & WESLEY CIRCLE SIGHT DISTANCE PROFILE 1 45 1 45 HEIGHT OF 410 EY =3•5' 410 /C�,115 LINE OF SIGHT 405 os� s\GN si GNTDISTANCE, 405 HEIGHT OF / �8O BJ ECT=3.5' 400 \ HEIGHT OF J OBJECT=3.5' PROPOSED GRADE 395 395 L!1 lD 1� Lll 00 00 0) -! c•I l0 0 1" 0) N Ol 00 rl n N N 00 r�- M N m n N L(1 n O O It m O 't r1 O 't Ol rl It �t O It ul N It 1p al O N It It -t N 0 m It It NH O M It It rl Ol O (14 It �t 00 0) m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 425 425 i , 4 4 20 / / EXISTING GRADE 20 , 415 / 415 410 410 HEIGHT OF //EYE=3.5' LINE OF SIGHT /139 �Sj PNC 405 s�GN� 405 'HEIGHT F S, OBJECT 305' / GyrDISTANCF,-- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 �TH 0� � SCOTT R. COLLINS'Z Lic. No. 035791 � ZONAL E��O/ z w O v z O a Q - U) O U Z U Z w = J o Lr) Q O z J O Lu m J Lu z Q w � w a w WLu 0 0 N N Lu O O Q ,\-i M Lu00 ti M z M N M 1 Q J N O w N w W < M J z J ' Lu J % LL. ® W O 00 W Lu � !�e U = U z 0 O M w J 0 m W 2 J ul J W z W ~ O j W O Jam CD HT OF O :CT=3.5' O 0 w J U ~ w H r, w O w a JOB NO. 182150 SCALE 1 11= 50' SHEET NO. 11 0 LANDSCAPE & TREE CANOPY REQUIREMENTS ,,I� r! o % V� — ;� �, / TREE CANOPY REQUIRED: 15% OF 7.402 AC = 1.11 AC m / I ,� TREE CANOPY PROVIDED: EXISTING TREE PRESERVATION & STREET TREES TO REMAIN = 0.45 AC / I I / 75 JN PROPOSED LANDSCAPING = 0.76 AC U/, TOTAL TREE CANOPY PROVIDED = 1.21 AC / NOTE: I., I MATC H L I N E - S E E SHEET 13 PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: 1. STREET TREES PROVIDED 50' O.C. AND 5'-1o' FROM PROPOSED UTILITIES. - I F REQUIRED LANDSCAPING 1/10 SPACES = �8 SPACES Qa 1 TREE / 10 SPACES = 3 TREES REQUIRED 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE M ° '° ' � � � / � / 0 I I TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 7 TREES PROVIDED MAINTAINED AT, MATURE HEIGHT- THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES M SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. �HISTORIC BROOI(HILL 14 "� - 28 PAT HOUSE PARCEL �I 398 I3 PT UAP POLO GROUNDS ROAD RE -VEGETATION PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY ASL ACER SACCHARUM TEGACY' LEGACY SUGAR MAPLE 2-1/2" cal. 9 JV JUNIPERUSVIRGINIANA EASTERN REDCEDAR 4-5'ht. 17 MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA 6' ht. 5 LSR LIQUIDAMBARSTYRACIFLUA'ROTUNDILOBA' ROTUNDILOBAAMERICAN SWEETGUM 2-1/2" cal. 2 PT PINUSTAEDA LOBLOLLY PINE 4-5' ht. 16 IV w w \ 2 ASL �'° \ 29 PVR JV / 41 102 JN PROJECT BOUNDARY (TYP.) / — / 2 LSR LIMITS OF / o 2 ASL 4 j-�3 PT NOTE PROPOSED SLOPES STEEPER THAN GREENWAY (TYP.) i / ' ° � I � 1 ' � , " / \ �\ \ ° Al/STO vIijOF 3:1 SHALL BE PLANTED WITH NATIVE STEEP I / y, \ !�/ B SLOPE MIX WITH ANNUAL RYEGRASS BY I I I v� - I / v ,vOOKh' ERNST CONSERVATION SEEDS AT A RATE / II I / OPEN ;�� I I-_� 1 �I I ' I ` \ OF 6o LBS PER ACRE, OR i LB PER i,000 SF. / 1 I .° �/ 1�, �, �, �, �,� SPACE C=- 3a8 / 13oiJGO JV PROPOSED lLIMITS /l /o 79ACRES �j 3O RFP41R94 9 OF TREE CLEARING 6 0 PROPOSED TREE JGO �i &OFF J _ — — ,- — PROTECTION FENCING 5JG0 �M ° /-A- - ___ a - - - - 3 PT �� f I 400� ° w QS ILLI 41 / W ' a 3 a 1_ / ' U / w ° w \ LSR W Z ASL 1 U / / ,� - �V/ / v I T 76_.� —_, Z L- S Q / 2 UAP / ° • �/ v° / / / - � — a / � A� � ----� � � v ` �` ° a i39 7 UAP - i � � / I / /' I 54 JN----� _ f ° - , s - ° o / a I a I l l 1F _3�2— I. -�,, \ \ \ \ OUR NOTES: / _ / _a 1. ALL LANDSCAPING SHALL BE INSTALLED WX I I / / - - - _- ° i BY THE FIRST PLANTING SEASON -�--I-----_-_ / ° F T FOLLOWING THE ISSUANCE OF THE FIRST / / / / � / / / � °,� � I: �I� � ,, ASL - CERTIFICATE OF OCCUPANCY WITHIN THE I / / / / � � 7oNHD I (L � I II � DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL / ° BE MAINTAINED IN A HEALTHY CONDITION / / / / /3 I I I - ` I - - _ /� BY THE CURRENT OWNER OR A PROPERTY / / ~ M WNERS ASS CIATI N AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE z 4ASL, 368 APPROVED LANDSCAPE PLAN. j I I I // l 6 II I �I i\ I UAP pp j _ 1 \\ y J / / Q5 EXISTING PROPERTY LINE (TYP.) -�'_-_D j l I l LSR I I I I I EXISTING STREET TREES m \ 5 SEE APPROVED BROOHILL ., I I � , N � �. � - � ROAD PLAN (SUB201700117) _0�� Cp I� ; 390 I�° ° 3MV \ - \ °8� / ----- \o - ° o CIS kN 3 MV/X'�' ° cx) I / X \ I I I II II 3 LSR I � o S / I mv EXISTING STREAM - • - � �- � A III-11 / • - I _ i 8 PVDBu 4 UAP' Il' I 0o o Q OO Oo © �, o w 5 N5" =1= \ a°° oo � 5 in / � PROPOS o \o � - - I OO � _ STORMWATER = I I _ JV j=11L=1 /. / I j � 281G5 oo MANAGEMENT FACILITY / > EXISTING A _ TINGSTREM ° ° / EXISTING 30 _ w wow w w a� < w w k_w____ 3Mv LANDSCAPING BUFFER/NOTE: ANY PORTION OFTHE 30'BUFFER ALONG w5Jv I \\ j / / /1� /, �^ I ( POLO GROUNDS ROAD THAT IS NOT CORRECTLY w _ W I— l\ // -I_I- icy) �J j I WOODED OR THAT IS DISTURBED DURING GRADING �- FOR THE DEVELOPMENT OR ROADWAY 0� w - � zJV ♦ — � W W I l / I IMPROVEMENTS SHALL BE PLANTED AND Do `\w EXISTING POLO GROUNDS ROAD ioPT 1liiil l I' SCREENED WITH A MIXTURE OF DECIDUOUS AND STATE ROUTE 643 � w\ _ W _ - - I I \� iI�I �7T 11 1T_-- T EXISTING PUBLIC ROAD � \ 4ASL � W/ � A 00 � 30� EVERGREEN SHRUBS AND TRESS TO BE APPROVED POLO GROUNDS ROAD Oo VAR. WIDTH PUBLIC R/W � "' � _- - v \W I �_ --- - �R qoi1 LSR-1 / v j BY THE DIRECTOR OF PLANNING VARIABLE WIDTH PUBLIC R/W o EXISTING POLO _ — _ -I - R a ���,-- BUFFS s i / PROPOSED TREE O GROUND ROAD BUFFER iLSR— Wv \ I, ��- ��® o� -e '�° ING o 1-,!-,!_- ° 7 o — 0. 0 ACRES \ - -1 -' ° PROTECTION FENC ' — — — — � w - I -I -I - - t I �-� i G POLO — U 3 S NOTE. PROPOSED SLOPES STEEPER THAN _ C A� v-I - - ° °° PROPOSED LIMITS -- A ®®=T �i BUFFER �o Oo �®' m � 3a SHALL BE PLANTED WITH NATIVE STEEP � � — I \ 6PT W \ �°°° �� Imo✓ �� �° J OF TREE CLEARING _ SLOPE MIX WITH ANNUAL RYEGRASS BY a _ _ _ _—�°�- — — ERNST CONSERVATION SEEDS AT ARATE — \ _� w W ° ° °�� I I I 36 ACRES — _ _ \ i1JV W �� _ �° ® �� Oo _ OF 6o LBS PER ACRE, OR i LB PER 1,000 SF. \ MV _ j _ Oo _ ASL \ \ GRAMIC SCALE O jj \is 30 6o o BLS N'47- ° \ — U — - Do REP�q q� UNp _ _ ZT T \�\ / /I (O o lI PC%BT �� NTEpliq�0 RgEpg 1 LSR IC SCgp UFFE \ \ Y v s v ( IN FEET D TAT - -It//i EpBUFFERR \ I \ \ \ \ \ i�h 30 -ft.� o W V v �TH O,�,; I; SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� v7 H z w O U z O J d � � O U U Ln CO Z Lu =)J � Q 0 O Q w m w � w 1■■1 U) w WLu 0 0 N N Lu O O in Co co N . � z cy)Q ry J 06— N w N N w < Lu J 1 i U W Q Lu 00 J O CD Lr- J � z �--� u Q U U 0 cn � J m Q � J ulcn J LL I LIJ U) 0 0 J Lu Q CO O O w J Lu Lu _ a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 12 PLANT SCHEDULE: SYMBOLI BOTANICAL NAME COMMON NAME I SIZE 1QUIANTITY CANOPY TREES ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 10 LSR LIQUIDAMBAR STYRACIFLUA'ROTUNDILOB ' ROTUNDILOBA' AMERICAN SWEETGUM 2-1/2" cal. 27 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 UAP IULMUS AMERICANA TRINCETON' PRINCETON' ELM 2-1/2" cal. 30 QS I QUERCUS SHUMARDII ISHUMARD OAK 2-1/2" cal. 20 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 2 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 8 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 23 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 17 PT PINUSTAEDA LOBLOLLY PINE 4-5' ht. 13 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 36 JGO JUNIPERLISVIRGINIANA'GREYOWL' GREY OWL'JUNIPER 24"min. 193 JN JASMINUM NUDIFLORUM WINTERJASMINE 24" min. 268 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 70 PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 24" min. 28 PVDB PAN ICUM VIRGATUM'DALLAS BLUES' DALLAS' BLUES SWITCH GRASS 24" min. 158 PVR PANICUM VIRGATUM'ROTSTRAHLBUSCH' ROTSTRAHLBUSCH' SWITCH GRASS 24" min. 29 TREE CANOPY CALCULATIONS LATIN NAME QUANITITY CANOPY TOTAL ACER SACCHARUM TEGACY' 10 195 1950 CERCIS CANADENSIS 2 124 248 CORNUS FLORIDA'APPALACHIAN SPRING' 8 124 992 JUNIPERUS VIRGINIANA 23 16 368 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' 27 206 5562 MAGNOLIA VIRGINIANA 17 113 1921 NYSSA SYLVATICA 8 123 984 PINUSTAEDA 13 207 2691 QUERCUS SHUMARDII 20 329 6580 ULMUS AMERICANA TRINCETON' 30 397 11910 440 d l I I I I a s \ s w s \ � w\ 6 UAP' \ l� C) / 3N a ` d � F r, "�7 f l 34 a ° a ° TOTAL: 33206 LANDSCAPING CALCS: BLOCK 8B 1 2 AC 4.43 GREENWAY - 4.04 AC //¢z6 / /� 439 I_ EXISTING ARCHER AVENUE & POLO R ND ROAD R W NOT INCLUDED / 1U '\ OPEN SPACE WEST OF STELLA DRIVE - \ 1.5 ACC / �- �8 JGo / 3 BUFFERS WEST OF ARCHER AVENUE -1.49 AC _ TOTAL: 7.402 AC TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC DEVELOPMENT AREA & DENSITY = i10 UNITS/7.402 ACRES =14.9 DUA REQUIRED LANDSCAPING: 15/o OF 7.402 AC =1.11 AC EXISTING STREET TREE CANOPY: 27 TREES * 475 SF = 12,825 SF = 0.29 AC EXISTING TREE CANOPY TO REMAIN: 6,972 SF = 0.16 AC PROPOSED LANDSCAPING: 33,2o6 SF = 0.76 AC TOTAL: 1.21 AC ✓ �o w NOTE: A 20' BROOKHILL HISTORIC HOUSE BUFFER SHALL BE PROVIDED ALONG THE BROOKHILL HISTORIC HOUSE LOT. THE 20' BUFFER SHALL BE EXISTING UNDISTURBED BUFFER. `J NC PROPOSED LIMITS OF TREE CLEARING / 2 UAP PROPOSED TREE i PROTECTION FENCING \ � 2 \ F \ \ F \M F � ✓9S - 4 � 1 UAP 0 9 W h y a l =C/ 3 - 396 / j IL0- / \ 394 X Lai_, -- \ G/ O _ r� EN ry I � 0I� 4 ®' M1104 - Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE \w Landscape Notes \ 11 CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ' ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. \I\� PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE / \ \ \ /\ OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT / �\ \ vvvv LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL yI ° TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE v ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE - ` \ ON -SITE. \ CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND \ ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST \ 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS I APPROVED BY 5 JV I TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. `- ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE / \-3UAP OF ANY LAI-)IING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS NOTE: PROPOSED SLOPES STEEPER THAN WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE 3:1 SHALL BE PLANTED WITH NATIVE STEEP GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR SLOPE MIX WITH ANNUAL RYEGRASS BY TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND ERNST CONSERVATION SEEDS AT A RATE s TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN OF 6o LBS PER ACRE, OR i LB PER i,000 SF. DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE EXISTING LIMITS OF I MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). WOODED TREELINE CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED IF NECESSARY, C C , \ AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM / PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND / ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE-SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. / 75 MA I rl INE -SEE SHEET 12 - ,� 2 UAP �`��,,,� NOTES: i. ALL LANDSCAPING SHALL BE INSTALLED / BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST / // CERTIFICATE OF OCCUPANCY WITHIN THE / / SudP,/ � HISTORIC BROOKHILL DEVELOPMENT. ' 2. ALL LANDSCAPING AND SCREENING SHALL � 28 PAT HOUSE PARCEL BE MAINTAINED IN A HEALTHY CONDITION a , BY THE CURRENT OWNER OR A PROPERTY 3 PT % �r_ OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. f I 6L µ PVR / /2 fSL j \ 5Jv GPL�PHIC/ LE i V \ / \ 30 o i5 30 60 C \ 102 JN PROJECT BOUNDARY (TYP.) / i IN EET i I 2 LSR' ; - A �� I _�r ch� 30 ,ft./ 21ASL r 7-� �'-- � °° � �� : . ' � 3 PT NOTE: PROPOSED SLOPES STEEPER THAN � rVl/j 3:1 SHALL BE PLANTED WITH NATIVE STEEP I y. ORS Fe SLOPE MIX WITH ANNUAL RYEGRASS BY / OKy/< ERNST CONSERVATION SEEDS AT A RATE Fe�F OF 6o LBS PER ACRE, OR 1 LB PER 1,000 SF. 1992 3.38 Source: Va. DSWC III - 401 Plate 3.38-2 TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2" x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale Conservation Plan Notes: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved, ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyondthe limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shalt begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre Construction Conference: Z) Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: Z) Fires are not permitted within 100 feet of the dripline of trees to be saved. 7, Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the drpline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Prate ive fencing shall be the last items removed during the final cleanup. 13. Dama Trees: ® D aged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 2/1/19 NEA SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 �TH o ,�,; 1; SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� z w O U z O a r Z:) O U U Z W =)J o Lr) ce O z J O_ LU I�■I cn �" CO J LU z Q w � I� w it L0 w WLU 0 N N Q o 0 LU00 ti Cl? Z CM N � Q 1 j N CA N N LLl J Z w Q ® LLl a- L9O � V U Q 0 O U 1 j Q m a LU J � J UlU) I- ZW^r' '� li U) 0 0I- JLU Jam 0 C:) w J w rn W W CL (r7 JOB NO. 182150 SCALE 111=30f SHEET NO. 13 BUFFER - 0.953 ACRES , — / LANDSCAPING CALCS: - — , ��vTIC 0 BLOCK 8B 14.432 AC GREENWAY - 4.04 AC / v F EXISTING STELLA DRIVE & � � v v O SCOTT R. COLLINS'- _�/ U Lic. No. 035'791 � POLO GROUNDS ROAD R/W NOT INCLUDED — / \ // / — - // F 1 / / / I — / OPEN SPACE WEST OF ARCHER AVENUE 1. o AC i 1 5 s BUFFERS WEST OF ARCHER AVENUE -1.49 ACONAL \ ® a I TOTAL: 7.402 AC �/ \ / EXISTING PROPERTY i LINE - SUBDIVISION /NOTE: SEE SDP2019-00026 BROOK ILL PARCEL LINE BETWEEN TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC / v SENIOR LIVING FACILITY FOR I/ / DEVELOPMENT AREA & DENSITY —110 UNITS/ 02 ACRES —1 DUA // // LANDSCAPING PLAN /VEGETATIVE BLOCK 8A &BLOCK 8B - - 7 4 - 4 9 THIS AREA F BLOCK B. REQUIRED LANDSCAPING. 15/o OF 7.402 AC — 1.11 AC / / / / / jBUFFER REPLANTING PLAN WITHIN L A \ S O LOC 8 / \ / // / / EXISTING STREET TREE CANOPY: 27 TREES * 475 SF = 12,825 SF = 0.29 AC 97 / / / ��� EXISTING TREE CANOPY TO REMAIN: 6,972 SF = 0.16 AC � ° ' \ / PROPOSED LANDSCAPING: 206 SF = o. 6 AC ' `1 33, 7 � � ! z TOTAL: 1.21 AC / w EXISTING ROUTE 2 BUFFER ON BLOCK 8A / — — — — _ _ i _ O 1.64 ACRES �nm a F 12 Q o co w Z o � � ---- ///�lj / I'� m - w BLOCK 8ALu o SWM FACILITY // /�// // �l // ///�/ /// // j� //�� / / // / / /// / / I I V ♦ WP0201 -000 W w I I \ 7 37 /� o � / /� A — o o \� o I� o ,�� I �° OJ � o 0 0� � A v li - / o — v \ 2 uAP; /� w - - \w �� �' w\\M pp w + w w w w w 7�, — 3� W O OC) C) PROPOSEDBLOCK8A /3 �� w w w w w w w` w w w w w / / ///\ ♦ \ — y— i < GREENWAY=o.54ACRES �/ \x Q r, M 1 UAP OPEN SPACE W i / / �/ / ���/ /�//// \/ v/ / / / /\ \� v /� ♦ v i.8o ACRES �� \w� s=// �'� APPROVED FEMA 10o YR FLOODPLAIN 2LSR /�/ / / n / / / / / / ♦ A j� �� \ PROPOSED PROPERTY II�w w LIMITS of I o 2 ASL'- ' ��--I I w AN LINE - SUBDIVISION II w GREENWAY(TYP.) —� I I Lu / / / / �/ //// / / / / / / / / / / �� �♦ ♦ PARCEL LINE BETWEEN I I \w w 1 I -�o r _ M OPENBLOCK 8A & BLOCK 8B� SPACE C— yaa r UNI 0-79 ACRES ' I`- I I -_ ___ N —�/� / / / / ♦ ^V � 32 QSI it / / % / / —/ ♦' ♦ I LIMITS OF SUNNY DAY BREACH / J w I \ ���I �7- _ I - - - � / w\ w w Col ♦ INUNDATION ZONE -384- ---- Zi H \ EXISTING ROUTE 29 / I / Ci ,BUFFER ON BLOCK 8B / — F -�_ / a A N 0.954 ACRES \Lu L1J / 0 / / / —/ —.0 / / ♦ '`� � � o 0 � � / / � � w / wl/ / Vy■yy■/J`�-�-- wO -----1 w JI /�/ / / / / / / � / V ♦ � '� o PROPOSED OPEN SPACE B- 0.07ACRES w - \ w o �w �� / w w ✓ / w w / _ I �f__Ld ° S _ A 1 / — J 3� 81G �� w I // // / / / 2 LSR - s I UAP w 0 M AMI / / /� / / / / i \♦'� 0� PROPOSED GREENWAY — — / 1w w w w w w w w w w w �— / TIVI P 04600-00-00-019A2 \♦♦ `4.4 O Q ° L9 CROCKETT CORPORATION v♦ wv w � � � , �� � �,, �, :�w �, �. �. �� w � o owb 0w wl �/ / I / / / / // / / ° � .° ;54JN-�-f------a-----�- A I U v v♦ o w w w wo� w w w w w w/ w ♦ / //// - -- \ / 0QS v f r D.B. 515o PG. 40 v♦ ®�, wv v wv w v vv v v AREA. 1o.614 ACRES ♦ ��. o / wl Iw w / w 0 1 w ! - ----� - --- -�- z o / v . Z J� �V w W W J� W J I w J.. �v / l 100 o w w wow \ J AV - / v \ ;' / o --- i, �j-F-------------- PROPOSED OPEN SPACE A w w \w w w \ Q w/ w w w w w / Ii --- k-� �- 7_ Y o.64 ACRES w w w \ w OO . BLOCK 8 B w / w w w� w w / l / ©I . _ 1 - ----- --- M Lu _ �/ / /� Z z �I 7` - - _ \\ \ �\ \ L l � _--- - � Oo w w w w w w j .w w w w •v w w i � � i l �� i �- \ \ y v �� w �, a w0 � w w w � 0w w r / � _ � I ri ,1 o ul --r,/ EXISTING STREET TREES ------ --I�- LU SEE APPROVED BROOHILLEXISTING LL w WETLANDS sj� ROAD PLAN (SUB201 0011 II f `0 W w w w � � � � � � I I � � i � � • 1 � ._ --------- CIS w }- - ILL]I LSR r---- — `3 -. _ _ I 0 ww,wwwwwwww� �; _ t / / � / / � / '-- -___ — V — — v \ \"' ... . � '*..' „r � -.. ,.. -..-_-„ ,�, ,. ,✓.---w w w v,.. -,: 00 N S f) O t 1 (g) 0 — \ Y // VAA w—w // ".I +. --- -- - / CO / / / / / / \ v ��a v / / ��� I - — — _ w \ \ /� / /� \ \ \ ``ate \/Ili ° O \ O --w 'I \ \ \ w I �I- w I ` I U Hw r, w EXISTING POLO GROUNROAD io PT 6 w DS a --- Oo / / / / / \ \ i \\ o — �S — — — — — — — — — — _ \€ J — _ — — — — — o STATE ROUTE 643 // — — — — — — — — — — — — -- , — — EXISTING PUBLIC ROAD 4 ASL o 0' aJOB N0. -Oo�� i VAR. WIDTH PUBLIC R/W GRAPHIC SCALE EXISTING POLO 182150 40 o a0� 40 80 V v _ GROUND ROAD BUFFER LSR — — — — — — NOTE: PROPOSED SLOPES STEEPER THAN SCALE 0.305 ACRES EXISTING POLO v cod 0 3:1 SHALL BE PLANTED WITH NATIVE STEEP 1 ►►_ O r GROUND ROAD BUFFER �0 0 SLOPE MIX WITH ANNUAL RYEGRASS BY — —4 IN FEET )� ` \ � v — — �� —V 0.536 ACRES — _ — -� �oo ERNST CONSERVATION SEEDS AT A RATE v v v--- - - YYYYY Y Y Y Oo 1 inch = 40 ft. A ` �� v — — n A - — — — — — _ A O OF 6o LBS PER ACRE, OR i LB PER i,000 SF. SHEET NO. \ _ _ i \0-�o OO _0 14 GRAPHIC SCALE 6o 0 30 6o 220 ( IN FEET ) 1 inch = 60 ft. o 0 0 f �TH SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� H F z ; W L O U z o F a OU c U CO LU L Zw � J p U-) Q c OzJ O Q W L m C > z Q C W L CL [ U) W L L W wL tie 0C C 000 N N N LU O O O [-- N N N Q \i M M ,y +4 ,4 r M N 77 CY)Q o � aN N w < -j J 1 U) � Q 0 ~ z O N%g000 O ry Q u u U o Lu J w im ~ J Ul v J zw = w U) O ® c� j w Q 0� 0� J Q m CD 0 0 N w J U ~ w H r, w O w a � JOB NO. 182150 \ SCALE \ 1 rr=60' \ ® \ SHEET NO. 15 450 F7 F7 GRADE 450 440 -� 440 --�' ROPOSED 430 — - '- EXISTING GRADE 20' V —— —POND — — — — _ 400 rl '- — — — — — — �— — BUILDIN 1 BUILDING 3 — — — — — — — ��\ _ __--- �� �(GAR�9 .33) (GAR= 93.33�--- -- --- — --- — — Lf1 O 00 M ^ Lf1 rl M ei 0l M M O O 00 00 M O O 00 00 M O O 00 00 M O O 00 00 M N rl n 00 M M Cl N rlLf1 M 00 W 00 M LO lD L!1 M Lf1 lD M N lD 00 l0 M O O N l0 M Lf1 N rl I� M rl rl Ol n M It Cl M 00 M O O 00 lD M O Cl I � lD M lD rl O I� M M lD Lfl OR Ln p 00 n M M al O O O N l0 al l0 M M lD O O Ql N p Ol I� M M l� � rl Cl N l0 Ol 1, M M M Q1 1t l rl ^ Ol l� M M M lD OR I� lD 00 M M M M 00 M M N 00 N �t n O0 M M rl Lnrlrl00 n M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 CROSS SECTION #1 PROFILE PROPOSED -450 -440 440 430 ---""-DEP GRADE 1+30 _ - " AREA EXISTING GRADE AREA -410 -- ��-- ____ ,-- — -- -- — 25' -- —_ —_ — —�\ --- — —_ —____ _\ ---_ _-- — BUI DING6 _ l0 Lfl Ln 00 M I� ul 00 M l,� 00 M O O 00 00 M O 0) rl. l" M N M ^ LD M N N It lD M lD �t It M O M M rl Ql M �t pl 00 M It lD N 00 M It M O 00 M O rl 00 lD M Ln O0 00 lD M It M rl O r" 00 M N c-I rl 00 M O O M lD 00 M n M N lD N n M 0) rl M O0 Ln 't M r� M M l� '1 n N Lf1 1, Dl 00 M M 00 lD M Ln l0 m Ol M M N M OP N N M Ol M M Ln lD M 00 N rl m M M M N N M LO rl lD m 00 M M M 00 00 l� LD 00 00 00 M M Ln 't M N It Ln 00 00 M M 00 O 00 lD M lD 00 M M lD O O Ol M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 CROSS SECTION #z PROFILE 470 460 450 440 430 -- " 4 ---------- ------- 410 400 -- ----- - - --- 390 380 3670 3 EXISTING WOODED AREA ------- ---- --------- _ ----- -- - 25 EXISTING HT. -- _ -- _ _ EXISTING WOODED — _ _-------- - Lt 470 460 450 440 30 PROPOSED GRADE _ 420 4 - 410 -400 �- - - -- _ BUILDING 6 380 (GAR=384.00) 370 360 _-- -"" --" ___- --- GRADE -- ------ AREA _____- ----- _ - - - HT. --------- NG 2 -- - - - --\ ------ rl O O �t T O O �t U? 00 Ol M U? Lf1 O O lD rl rl U? It O 00 01 M 11 00 m M M N M O It Lf1 M lD 00 f+"1 pl O0 00 l� M Lf1 M O 00 M Ql M It rl00 M Ln LD 00 M Lf1 00 M O O It 00 ffl M OO r� Oo M M O n Cl 00 "D Ol a) M ry� O rl M O l� O (n M O 00 O It O O 't It Lf1 O O Ol 00 u) 0) O M It lD 00 l� O0 't rl al O M �t N lD M O0 M M 0) Ql M M '1 00 Ql lD O lD al 00 M M lD N O ci 't l" 00 00 M M N O O M rl 00 00 M M Ol rl 00 M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 CROSS SECTION #3 PROFILE VERTICAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 200 �TH 0� � SCOTT R. COLLINS'Z U Lic. No. 035791 � ZONAL E� �_ F z ; w L O U z O F OU c U CO LU L Zw =) J p ur) Q c OzJ O Q w i c z _j Q C Lu � Q� c w L d [ U) w L L W wL w oC c 0 0 0 N N N Lu O O O in m � co co N �z �Q f'YC) J — N w N N w LLI _j Lu U_j 1_� Lu ILL. W 0 U O 112L � _j U z Q O o ~ U U 'Lu Y w Lu ul � J w = z LU U) 0 j Lu0 0� 0C J Q m cD 0 0 0 N Lu J U ~ Lu H r, w O w cl� _ a � JOB NO. 182150 SCALE V: 1 "=5' _ H: 1 "=50' SHEET NO. 16