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HomeMy WebLinkAboutARB202000012 Architectural Drawings 2020-04-14GENERAL 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 Zoo 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 0.557 ACRES OF THE BLOCK 8B DEVELOPMENT AREA TO BE DEDICATED FOR POLO GROUNDS ROAD R/W. PROPOSED USE: 110 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL ALLOWABLE DENSITY: 51 UNITS (MINIMUM) To 3.54 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 REQUIRED =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 (5o' MAXIMUM HEIGHT) SETBACKS: FRONT: 8' MINIMUM AND 2S' MAXIMUM PORCHES: 5' MINIMUM AND 25' MAXIMUM SIDE: 5' MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 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 & 1io DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 110 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 18.4.1.2. 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 PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 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 = 57 VPD (-�8 ENTER/1q EXIT) BROOKHILL - BLOCK ARB PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA M 0 a -� �- - PROPOSED ROADWAY SALAMANDER STREET UNDER REVIEW - - - EXISTING PUBLIC ROAD _ SU6201800115 57' PUBLIC R/W -- --- Uj Z --- - -- -------------- ---, W _ � _ Q a 0 I OPEN SPA I CE LOCATION OF HISTORIC MARKER LU v m I, FOR THE BROOKHILL PROPERTY U ma o BLOCK 4 w Q = z --- I --, -- / ' -! - - I - - - \ w O a 20' WIDE BROOKHILL zj-. U HISTORIC HOUSE BUFFER 2 --' 0 0 Z o BLOCK 8A d I I I I I ' I APPROVED ROADWAY I I BLOCK 14 UNDER REVIEW - � --' I SUB201700117 - ---- -- J o -�-- 5 20' WIDE BROOKHILL _ _ HISTORIC HOUSE BUFFER ; I OPEN SPACE WESLEY CIR - - _ WESLEY CIRCLE I `} PROPOSED PRIVATE TRAVEL WAY p ppR p E5 DPRIVATE TRAVELWAY m v x Z \ BUILD',ING #51 i 12 UNITS mac,; cr ' w V, A0 A 2 CD- Q\ COURTYARD I G OPEN SPACE Z H v -Z--F - LU U,00 ON LU ' `Aco J o ....., / - V � I BLOCK 8B y v C 0 i I OPEN SPACE GREENWAY AREA TO BE \ A 'PLATTED WITH BLOCK 86 \ \ \ cD - \ " \x' I - - - DEVELOPMENT - ; , - a _-J_ � LIMITS OF GREENWAY NO ® 30' WIDE POLO _ �\ GROUNDS ROAD BUFFER - GROUNDS ROpD - , o OLO Y - 15TING P OUT-643 ® _----- EX STATER -G.263 i ^�`I ! r✓ ® I VAR WIDTH PUBLICRIW� c 0 ® C� I i ® 0o® J !C9® ® ° ° - - ^:, �'Y---'�-Y -�Y VICINITY MAP: SITES R/oMI<`S PO` O GROUNOS ROgD SCA�LE, =2000' Sheet List Table Sheet Number Sheet Title 1 COVER z 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 -1II!]-V Ho"MMAV iU&ITII CURB PROPOSED ASPHALT PAVEMENT - EXISTING VEGETA TI VE/LANDSCAPE BUFFER - - - - - - - - GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) - - - - EXISTING CONTOUR zoo 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 ew PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES <.: MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO 0 O 0 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. COLLINSZ zJ Lic. No. 035791,ha �lsIONAL E Ln H z W O U z O J < � a U O U U) COW ZLU m J U) Q 0 0z H CO - Q LU LU F�1 W a 0- III V) WLU ce Of O O N N WQ \ O rn N -4 L9 M z� N � M � Q j N w N m N wQ > w J 1 z � w 00 F_ L9 0 ��e w U..� Q U > 2 O c) O U W I J F- Ul U) z LL1 w 0 U) 0 JF_p w J<m V 0 O N W J F- H LUr-n F- 0 LLJ w U) 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 04600-00-00-019114 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019B4; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. 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 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 by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject 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 tY g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (1 sr) 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 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 an units within a multi -family dwelling J ) p Y Y Y g 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 Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable 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 $31,086 completes the construction of the Rio Mills Road Connection. 662.86 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 Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("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 immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid b the Owner shall not be less than the Minimum Cash Contribution. For each cash Y contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of. i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the In -kind Contribution The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1 ") 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 IC (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 (1 st) 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 HiLyh 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 o SC0TT R. COLLINS ; L� Lic. No. 035791 � �04WZSI'110XAL E� z w i O U z J M a — r o U U LU Z w a m cn J Q O z J O Q w � m z Q w cl� � H w � w W 0 0 N N UJ O O arJ ro C37 ti C") C') CV CIO 00 N Q > w J J_ > w O Q U in'. w D U) w w Z U) J~ W cr— ry Q C) C) u U O J m V) LL LL. O w J In w O w u7 JOB NO. 182150 SCALE N/A SHEET NO. 1A PHASE II INTERSECTION IMPROVEMENTS h f� PHASE IINTERSECTION i IMPROVEMENTS /, Rro ROAD r � a ►irl . �� ifl rft�d�, %eo6riaf��r� If1��p Q PHASE III ROADWAY IMPROVEMENTS PHASE II ROADWAY IMPROVEMENTS J PHASEIROADWAYIMPROVEMENTS PHASE IV INTERSECTION IMPROVEMENTS i e L POLO GROUNDS ROAD N� 1 \PHASE I INTERSECTION PHASE IV ROADWAY LMPROVEMENTS IMPROVEMENTS _ URE A: BROOKHILL TRAFFIC PHASING PLAN lJol b(� 0 9XHBO/, 25 PROPOSED PEDESTRIAN 1- L,,,I. I ... L CROSS -WALK \ \ \ > r I — — \ \ EXISTING TREE AREA 0' i \ \\ 1 A \ PROPOS VDOT\ TE zg\� TRAILWAY CO CTION TO ..(41 \ ffDD 0(1 \\ 0 CONCRETE WAL \ IMPROVEMENTS - SW M P6 J I I .- \ O L \ \ ��ppROPOSED STREET' RE�S \ � _ 71 \`\AL�ONG CONNECTOR RO\AI� \ '.j Z PRO OSED LANDS FF \ Uj CO ISTIRG(2 S / f ALO GCONONNECTOTOR A C) ; it � _ i - r •. a� i. i� PROPOSEDPrR,IMIT �. .i- PATHIgAYCONEC.TIQ , Vl FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT PHASE I INTERSECTION IMPROVEMENTS INTERSECTION3. CONSTRUCT (z) NEW WESTBOUND a LEFT -TURN LANE ON POLO GROUNDS ROAD WITH 375' OF STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM 5o' OF STORAGETO zoo' OF STORAGE - CONVERT RIO MILLS ROAD TO A RIGHT IN/RIGHT-OUT OPERATION. INTERSECTION z • CONSTRUCT A SOUTHBOUND ROADWAY, PROVIDING (i) LEFT -TURN AND (1) RIGHT -TURN LANE. • CONSTRUCTAN EASTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WITH i5o FEETOF STORAGE INTERSECTION 3 CONSTRUCT A RIGHT -IN / RIGHT-OU ROADWAY ENTRANCE TO ROUTE zg CONSTRUCTA NORTHBOUND RIGH' TURN LANE ON US zg WITH zoo' OF STORAGE. PHASE 11 INTERSECTION IMPROVEMENTS INTERSECTION 4 CONSTRUCT NORTHBOUND ROADWAY TO PROVIDE (z) LEFT TURN LANE & (z) RIGHT -TURN LANE • RESTRIPE PAINTED MEDIAN TO PROVIDE WE STBOUND ESTBOUNDLEFT-TURN LANE ON ASHWOOD B OULEVARD -` WITH ioo' OF STORAGE, RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVIC z RIGHT -TURN U N LANE PHASE IV INTERSECTION IMPROVEMENTS INTERSECTION S CONSTRUCT SOUTHBOUND ROADWAY TO PROVIDE(i) LEFT - TURN LANE AND (1) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ROADWAY WITH �50' OF STORAGE. WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018A0: By: i - CHARLES R. HA GH By: 9 Q 0"..tY .� [,IZABETH ANN OGLESBY HMUGH �— Date: 771Q g' :Z .0 ! OWNERS of Tax Map Parcel 04600-00-00-01800: By: CHARLES R. HAUGH, T USTE By: DOUGLAS B. OGr j BY, TRUSTEE Date: OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: t.Gs� UJ. 7 _ �✓ 2.o�isz� Ann O. Haugh, Its President—% Date: 7� 8% Page 9 of 10 r . p. PROPOSED SALAMANDER ,; ' ' ' �• CROSSING (3 TOTAL) t - 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 1MP0nVFk4rMrc 2'INVERTED RETAINING 1. \ WALL _AND CULVERT HEAD WALL SYSTEM RpgO\ \ SALAMANDER TUNNEL- _ \ 4 FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia corporation Ann O. Haugh; Its President / Date: Q-y ?" ;E o l 9 OWNER of Tax Map Parcel 04600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: Q.u-, C. ,I Ann O. Haugh, Its President J - -T Date: Page 10 of 1 I 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, 04600-00-00-019111, 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, 04600-00-00-019133, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11 "); and WHEREAS, ZMA 2018-11 to amend Proffer Numbers ID, 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 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 P g g P q dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 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 § i necessity, convenience,ener I welfare an zoning th Bo rd 2284, and for the purposes of public g awe a e d good o g e a 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 I Isors Are 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, Ma ger By: AndreM-cGinty, Its President Date: BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend UQInct Manager By: Alan R. Tay/or, is President Date: I*- -r Ty'/ 14 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 o p t Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle 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 of Count pervisors Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ Ms. McKeel Y _ Ms. Palmer Y_ Mr. Randolph Y NTH 0 SC0TT R. COLLINSZ' Lie. No. 035791 � �NSIIONAL E�Ati U) F- z w O U z O J a `- � � O U U ZLU W m U) J Q O z J 0 Q w U) m w — (� CK LU H w a O w WLU O O N N L O O Ul Z J J 0 U W LU I— r1 W W OC = d (/) JOB NO. 182150 SCALE N/A SHEET NO. 18 H 0 j\/ n Ta I3 F co0S"z V tx�__D �__ = — ✓ 1 ' WOOD B �,', J PROPOSED ASHWOOD BOULEVARD CONNECT'ION - _ - - rH PROPOSED TF,AILHEAC) AC ESS AREA V tRb - �' ``�, OFFER. SEE PROFFERS AND CODE OF DEVELOPMENT RNR J c� ' y 'J \ ul , o ON C W ~ Z SCOTT Lie. OqI R. No. ONAL COLLINS� Z 035791 �\C�� PROVIDE PARKING, AN INFORMATION KIOSK, r� FOR MORE E INFORMATION ON REQUIRED BUFFED R , • �r / AND A PEDESTRIAN ROAD CROSSING TO ��;; L- I. �- - O _'� / c , �� p O TRAILWA`r C_� '� 90 \WOO LL. N WI < ' m � W a ACCESS THE MULTI -USE �; \ �/ a �� a O WI - LLJ o ` B W FOREST LAKES J _ NEIGHBORFJOOD Q �' [ Q SITE Z: m WI cz �, IMPROVEMENT ' c� 46135-1 E 1C 3 O 1 �O W V) H- SWM FACILITY #3 COUNTY OF ` c 30' MIN. NATURAL BUFFER ,j1 / EM,ARLE 1 r PROPOSED PRIMITIVE TRAIL c� 0 R R tij� 'n u I� `^ „ w l� W C' W V) CONNECTION TO FOREST LAKES Y �, , r POto JI c� z O U / ' - )� I 1 ALBEMARLE COUNTY - J PIROPOSED �.OB - I -I \---PRESERVE:D STEEP SLOPE � j � RO,gp JI < cal Cl C7 _ Z: � F— � � O / I RIMITIVE /; BLOCK 1� ( !� \ IQI 1. (rl'P.) O' T WAY I ,,...:. •,�'Y '';. TRAILWAY � n - � I -TRAILS (TYP.) o „ , VICINITY MAP: SCALE:: 1 = ?000 o UI `� 2: e' O z U Lu Q m U w ® J w DEVELOPMENT a B AN COURT 3: AREA (TYP.) , ' wI r \ GENERAL .NOTES OWNERS: TMP 04600-oo-oo-oi800 TMP 04600-00-00-028Ao HAUGH, CHARLES R. & HAUGH, CHARLES R. & �� -1 < �l// 0 w c Q w - _,-' j'. v°i\ - CLOCK 1rj i i l , % ' --- -' \ L a `__ ' // - E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H.Immi 435 PARK ST 257S SEMINOLE TRAIL RUP`� CHARLOTTESVIL.LE, VA zzgoi CHARLOTTESVILLE, VA 22902 z > (_n T.M. 46 -18B HORNE LAND CORPORATION fir, GQN - - - O J ICI \ O - OPEN L_] ' 1 % TMPoet600-o0-oo-oigoo CROCk.ETT CORPORATION � � W Ce 0w - - `, _ ,- , , ; / � SPACE �� • � •. / � � X,1. - (TYP.) v� O a, - - 6W, \\ C/O HAUGH & HE:LVINT 435 PARK ST z O ul -� PROPOSED CIVIC SPACE - \ P� _..\ Q f✓/ �BLOCN� 12 x ti ,- „: EASTERN POCKET PARK ,",V BLOCK �o � � �� �� , ��I�i Fp i O� (LOCATION ATIC)N TO BE DETERMINED I EXISTING °� WITH FINAL DEVELOPMENT PLAN) i HARL E VILLE, VA zz9oi C OTT S DEVELOPER: RIVERE3END DEVELOPMENT, INC. 455 SECOND STREET SE SUITE 400 CHARLOTTESVIL.LE, VA zz903 C9 z z O w w C9 z z O w � E O z ioo-YEAR _ FEMA FLOODPLAIN (TYP.)-\ I I� ,- I O = PROPOSED VEHICULAR I / O '�.�>. � � +► � _ ��--LL ' fr,- ' INTERCONNECTION ACCESS °, �' i " / ` ENGINEER: Zoo GADS ENGINEERING zoo GA.RRETT ST SUITE K %i� Z -i Q I~ M z O w m z O z g o. ', (FLOCK g i PROPO ED PRIMITI� E„ - , . � , ; ' / �—, --�- i / TO THE MONTGOMERY o' MIN. NATURAL BUFFER O CHARLOTTESVIL.LE VA zz oz 9 O p m _ �i z z Q o o 0 0 ROUTE :z " 9 'IMPROVEMENT/` PATHWAY TRAIL AY *' _ -� i ' , / r % RIDGiE NEIGHIBORHOOD D ` j -- < OPEN / - e A TAX MAP & ZONING: o4600-oo-oo-oi8oO o4600-oo-oo-Oi8Ao oc,600-oo-oo-oi9oo D.B. 731, PG. Ego D.B.1333, PG. rr5o D.B. 731, PG. Ego H L� ~"+ i� U W c� in -> "' o w o U ~ w w Q N N c - -PROP CIVIC SPACE. _ �r0- - 'SPACE f % f` J' / ALBEMARLE COUNTY , - J, , a F . (TYP.) i� MANAGED STEEP SLOPE M •-. _ BLOCK 3. GREENWAY :' j ':, ) a•o R i RE-�IDENTIAL. R-i RESIDENTIAL ZONE: R i R'ESIDENTI,AL W z cr w a w a g p ROUTE 29 e'I IMPROVEMENT i I� ry K x TY'P, �. R / ( ) '- -- - - - (TYP.) U e' ' M s a :." - ° ' % ' /1 0 .. _- 1� . a:. ------°� �1( TOTAL PROJECT,AREA: o4600 00 00 01800 42.55,4C. o4600 00 00 oi8.Ao 27.29 AC. AC. Z g z g z r: SWM FACILITY #z + �� �.. REENWAY GER ^,- k y _ - G f r Y.: C LOCK: z8 0= :GREEMNAY` `.. ::. �, (TYP.):- ✓ ® -- .. _i �\�p - o4600 00 00 Oi9oo zo7.66 — 277.So AC. TOTAL 0 0 N 0 v ' PROPOSED so'BUFF ' AROUND VDOT STORMWATER V - - - -- �. (TYP.) ,,: UPLAND ! ; _ <�" / _ PARK ,� °f a �* Q p b� /^ _ r� \AE�� r �, �� `_ - EXISTING ARCHAIC WOODLAND µ / • ea � �• . ` fs DEVELOPMENT ° ° PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT TOPOGRAPHY LN � TOPOGRAPHY WAS COMPILED FROtN SURVEY BY LINGO w w z z � MANAGEMENT POND Q / ' �F a CAMPSITE AREA TCl BE PRESERVED / ( / ( AREA (TYP.) / ,/ _ - ) ` - _ ° 'f •`' "^ ! �,,� s= � �<:� BLOCIK 16 � SURVEYING AND BELL LAND SURVEYS JANUARY zo1 BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH zoi . 7, s � p J = �: z o t- I .. ?r4,.... g w :-_ :�\\,\� ae ° EXISTING too -YEAR, 0 0 - \ - :STREAM BUFFER " p`�„` ,' _ '� w �.. - / as e r. FLOODPLrAIN (TYP.) ,- DATUM(: NAVD:1988 UTILITIES: COUN rY WATER AND SEVER w C) CV '- P l' IN I T m ROPOS'ED RIGH R GHT OU N Q INTERSECTION IMIPROVENIENTS. w BLOCK O a `. /'' - Z -/ 4 BLOCK \j ` �' LF J °w `:. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY zoo . IN ADDITION A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL GAM LOCATED UPSTREAM OF w In �, �UJ in �` � � �. \o I CIO Q SEE BROOKHIILL TIA REPORT a > ,� a• - / O � TRAFFIC CIRCLE/ROUNDABOUT MAY •°. ` ALBEMARLE COUNTY �. MONTGOMERY RIDGE THE PROPERTY. < o in \ o 0 0 j FOR FURTHER DETAILS MAIN STREET BE CONSTRUCTED AT -PRESERVED STEEP SLOPE �' - .�' BLOCK 5) .-:� NOTES::01 3 BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND (TYP•) rc i N EIGFIBORFIOOD r THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 / I I ` i :; ' C �� J J OPEN ;" ., ` ` 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. EXACT LOCATION OF NEIGHBORHOOD ROADWAY„ ALLEYS, AND TRAVELWAYS SHALL BE z. E N o (V Z Q - ° SPACE I r�,rt � � OPEN � (TYP) r DETERMINED WITH THE SITE PLAN PROCESS. TREES �� (V � J � .► SPACE _ (NF') �r 3• ALL PROPOSED ROADWAYS SHALL HAVE STREET IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTIONTRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE <� �J �f �\l ce T.M. 6 i8D 4 BLOCK 1 �•I__ EXISTING ioo-YEAR PROPOSED v •, Q-.FLOODPLAIN (TYP.) 'e ( O ° ; RIMITIVE `�A ( l' _--- -- (a° �� `� - -�� _ _ _ : / I f2AILWAY , (�O� P� ORFORESTLAKES. S' THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE: EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL 13E PROCESSED FOR THE MODIFICATIONS C1 -- / ^ LLI J Lu CRAFTON CORPORATION 1' # - � r / 1 4 ` �© �Q 2 I I DEVELOPMENT AREA % / �D - LI -- °° BOUNDAR ( ) �/ �0 -I Y TYP. / 2, PROPOSED NEIGHBORHOOD CENTER , ' , \ ,., `. TO THE FLOODPLAIN. 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE i8.4sz. EACH PRELIMINARY SITE AND �7 L� _ J_ Q (LOCATION TO BE DETERMINED t `\' ` ! !' IMITS OF PROPOSED REZONING A '? ° BLOCK 1 ) ° Z WITH FINAL DEVELOPfVIENT PLAN.) 7 m o +.'; . �� O SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT:SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, ,AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL. BE PART OF THE FEDERAL EMERGENCY MANAGEMENT �� C] _ _ U � IY w J J Q PROPOSED 1 ' BUFFER A N T. z ooALONG G R 9 70' NATURAL LANDSCAPE BUFFER ` �I BLOCK j3� ACRE HISTORIC -- p, rq 4 J \ > SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL (INCLUDE A, MINIMUM OF (3) CIVIC AREAS, AS SHOWN �7 L,L.� t_ <� j%) o J LL) & 3o' LANDSCAPE BUFFER `� \/ BROOKHILL PARCEL BLOCK BLOCK / 3 �t - _ -U S I ' I I ~ __ ALBEMARLE COUNTY. J �l ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. �C �J J Q Q u O _ NOTE: A PROPOSED MULTI -USE PATH IS PROPOSED BY VDOT ALONG THE APPROXIMATE LOCATION OF _ ` IANAGED STEEP SLOPE E J i (TYP•) GREENVVAY r / ; HISTORIC MARKER FOR THE - - - - • / 1 TYP \ K ) ( 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY'FOR THE <� C1 C� �� J Q = P , U o •J J ROUTE z FRONTAGE OF THIS PROPERTY. PATHWAY TO BE t LOCATED WITHIN THE VDOT R/IN. BROOKHILL. PROPERTY ° \ ' ' -- .� M PROPOSED 20' BUFFER-r� DEVELOPMENT. 10. CONNECTION POINT®ON THE. APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTO�HALL ONLY BE A <� fY LIJ F- J = l •� LOCAdd TION OF EXISTING r - ' !` I ', _ -DUNN CEMETERY TO `c _ �' ° 6.) 1 REMAIN( i LOCK LINE (TYP.)- � ` I � NOTE: ALL STORMWATER MANAGEMENT FACILITIES PEDESTRIAN/BICYLE ACCESS CONNECTION. u. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE: BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. L F— <: 10 W o I \ „:" + o AND EROSION CONTROL. MEASURES SHALL BE s t ` > o -- LOCATED OUTSIDE OF THE PRESERVED SLOPES. BLOCK 6 ALBEMARLE COUNTY- LEGEND �% -� J 1 C_ Q in U) I' NOTE: AREA Wll"HIN THE 100' BUFFER ( a EiLOCK 8 PRESERVED STEEP SLOPE- /,, e -PROPERTY BOUNDARY (fYP.) -�--� (TYP.) ` \` ° °° GREEIVWAY ,- PRIESERVED'SLOPES ® VEGETATIVE BUFFER C� MANAGED SLOPES 4_ C1 <� z Z ^ �� W AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN ° 0 i �, ° l rr BLOCK % 'c,', r" •'" -.-- \ -- +� _ tti',,, \l ee°e• \\ -- EXISTIN�1oo YEAR a/e- '��e / OPEN SPACE r 1 Q � W W = O ACCORDANCE: WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS DEVELOPMENT °-^peppeeee•e - J FLOODPLAIN (TYP.) `_ (STING BROOKHILL / AREA (TYP.) r s f •o,WITH HOA APPROVAL, A io' MULTI -USE: PATH HOUSE TO REMAIN LIMITS OF:19TH CENTURY ��+ SHALL BE EXTENDED TO THE ENTRANCE OF i C MPONENTS OF EROOKHILL - �MOINTGOMERY RIDGE. THE HOA WILL NEED t, TO APPROVE THE TRAIL AND EXECUTE ALL •` l BLOCK 8 , DEVELOPMENT AREA �GGI� GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS0 PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL _J _ _� Q EXISTING too -YEAR. , ,�� % - . _ ;, �� � EASEMENT DOCUMENTS ALLOWING THE BOUNDARY (TYP.) ,/// C` _ i ;; - `: , ' $ � • �1 CONSTRUCTION OF THE MULTI -USE PATH �� �� HISTORIC HOUSE & THE v TH CENTURY COMPONENTS OF 3 BROOKHILL \� - W 0 FEMA FLOODPLAIN (TYP.) I ,, ;. - j% ` \ s \' _ `�'` O_ /' - — ON HOA PROPERTY. i r O EN ,, . , \ _ -) ROPOSED 10 PA ✓ED / lo' MULTI -USE PATH TO BE CONSTRUCTED ALONG �� PRIMITIVE TRAII_WAY �� (r ry f SPACE - MULTI -PURPOSE TRAIL THE NORTH SIDE OF POLO GROUNDS ROAD Corn unl'. ',c;c� re„t epartment FII PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR ' ADJACENTTOTHE NEIGHIBORHOOID CENTER. FINAL r `D �� �Qn V IMPROVED INITERSECI ON AND STOPLIGHT. -PROPOSED PEDESTRIAN TUNNEL �r u R� O' A roved b 'h� , ,. cl m•�_ - FO P Y' r Supervisors ► - - _ r- \3 \vER x s D8t LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. coo @ EXISTING ioo YR FLOODPLAIN _ O CD _ _ SEE BROOKHILL_TIA REPORT FOR FURTHER DETAILS POLO G -- - = PROPOSED IMPROVEMENT TO SQ N lkPR _ �, SrAT . ROVND' - - POLO GROUNDS ROAD FOR �,� ' ''' R\N P } _ _ ART. 64�3 (D s ROAD (So') :- - TURN LANES - SEE THE POLO e r., 481 ROADWAY / STREAMS LOCATION OF HISTORIC RESOURCE TO BE PRESERVED - JUNE 15, 2011) GROUNDS annex J , IMPROVEMENT' PLAN J ~ C��LE c PROPOSED LOCATION OF CIVIC SPACE f APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE " F- � FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD C DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - - ,✓'''``""'""'fir zoo o zoo Soo ao\ SEE PROFFERS FOR FURTHER DETAILS ��� 1o' MULTI -USE PATH PROPOSED LOCATION OF HISTORIC MARKER n - i ui 0 m w _ Ln JOB NO. 182150 T.M. 46 -18C - " PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. - -'CROCKET CORPORATION ( IN FEET) - - SEE POLO GROUNDS ROADWAY IMPROVEMENT FLAN & TRAFFIC TIA. / *' PROPOSED ELEMENTARY' SCHOOL SITE SHEET 1 OF 1 1 inch = 200 ft. SCALE N. T. S. SHEET NO. 2 cD z w w z cD z w U� z J 0 U 0 U a u) x X 0 V 0 0 U 0 O 0 0 0 0 U 0 E O U a� 0 0 0 Q T 6 0 0 a: u U 0 Q L a� 0 0 E V O 0 z w w z c� z w U) Z 0 0 0 d 0 0_ a� 7 U X d� 0 5 0 0 U 0 0 O 0- 0 0 0 1 1 / 1 / f 1 1 I I �'raa6 rt i • 1. --- _ - -___ -.- .......�I H � N a � a rq N ry1 mm� _ titit brit i\\<6� I '-- THORNqsl f \ &O/' - _ .- V/ f \ -AS SOD'- ------------__�✓ - - Q / B SCOTT R. C0LLINS � Lic. N0. 035791 J\ -_ O �SS 16 - \ I ANAL E I - - , 4 � N SWOO COURT -- �_ RAVE <v y/ F- - -- - - v�j r L0 Q�LLj 1 \ z � oBLOCK 13 oBLOCK 15 A� O aN COURT �zz 11L I to COw LU _ T �d I /�yi �/ 1 `�-� on, ftft O 1 jam /'�� ��� \ - Z Q �� 1 -_- \ w 000, 000 / /LU ReOPOED \ �- olot�I \1 `� // J ��'/ I III P\� �`-�\��� w DEVELOPMENT \ \\ ♦ //� O+� / 1-�\\ / �, �W/ INITIAL SITE PLAN BLOCKS 9, io, & i1 BLOCK 12 \ - - v ,,v BLOCKI8 I BLOCK 14 ca, / 7 / Q +rn v G \ o N . /__ ® M "- 1(9 ,, 77 � I -- / ®,f, ,- /---- ` BLOCK 16 ,% _ _ -� / / I _ Lu Q ' SDP2o180005o � 0 \ � - T -/ FINAL SITE PLAN /1 `�� --- --- ----^� ®®® ®��\�� , \ i N sl APPROVED 1 ♦ �\ _ I 12/17/2o18 ftftI BLOCK 4C ��� o ��®® �� �/ �� V �\ \ A'. CY) .000 moo ftaft a WNW low WNW ROAD PLAN BLOCro \ `� X - \ I. N QI I I (UNDER REVIEW) W �I BLOCK 3 / o d Q 1 I SUB2o17-00117 1 1 �V A �' /� N �i \ \ Mom c �� ' v � \ N 1 1 _ 44 own 40e BLOCK 1 1 BLOCK 2 F ®® t I�, _�, .\ /-------- W 1 \ 1 BLOCK 17 . J 1 \ ♦ ��_ ! ---- / L to I , _ _ 1 _ 1 _ w ROAD PLAN - � L � � ` � I � �f -�� / O O Z BLOCK4iA`, UNDER REVIEW �'�"�_-- 5DF201800050 1 I ( ) BLOCK 3 \ I� SUB2018� I a /0 FINAL SITE PLAN -5 SDP2o1800021 � _ APPROVED Lu INITI`ALSITE�PLAN'APPROVED 1 1z 1 2o18 _ 06/o8/zo18 / 7/ 1 MINN P201800049 i MINN,FINAL SITE LAN UNDER REVIEWI 11 - _�_ _ _ now am= �Raft 1 i 1 t) LU 1 BLOCK AREA SUMMARY III � I ROADPLAN' -� BLOCK 19 I� /Ul (UNDER REVIEW) �ij �� BLOCK 6 a v ®® / SUB2017-00117 a ® g Development ' I.__ ' Y� Area Per Area (Roads, Proposed Greenspace/Amenities (ac) w Block Land Use District Brookhill ProArea seed Lots, Buildings, Development w ,B�K �� �� ®� V ®®® ��� �� COD (AC) Parking lots) Per Area (AC) �/ p I ® C D (AC) Civic / Civic / Open Open Total Total C) C 8 1 I` SDP201 00026 ) ' \ ® Parks Parks Greenwa Greenwa Space Space Buffers Buffers Greens ace Greens ace 9 BLOCK 7 �® ��\� � � � ���� � � � p P P P FINAL SITE PLAN \\ ` - ROPOSEDS �� ®® \I ®®e \ W Required Proposed Required Proposed Required Provided Required Provided Required Proposed I I,/ CURRENTLY UNDER DEVELOPMENT REVIEW FINAL SITE PLAN 1 Neighborhood Service Center 12 12 0 0 0 0 0 .� �, t \` �- � \ i ♦ 1 i 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 � w BLOCK 8B N • ` } ' I cc` e� I 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 0. - A 0 ��. 3A Urban Density 3.3 i J �� % I 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 ff nn 1ago woo woo / 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V / 4B Urban Density 11.39 1 6.83 0.52 1.09 0.44 1.54 3.07 L \ �, 4C Urban Density 6.58 2.31 1.46 0.85 � 1 / \ woo�/ 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 N *000® 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 a • --POLO � �, 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 A P GR - . ° " $T �.E OV D$ $ Neighborhood Density 25.8 25.91 112.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 A RT' 643 (D.g ROAD (So) j 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 Density \ .........1, p• �63) 8B Neighborhood y 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 LEGEND: i1 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 1 4.2 PROPOSED RESIDENTIAL DEVELOPMENT 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) GRAPHIC SCALE / 14 Neighborhood Density 5.4 4.1 0 4.7 13 0 6 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT zo o too zoo aoo laoo 16 Neighborhood Density 9.7 13.6 0 4.1 2.1 1.2 3.4 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 - --' / (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS 17 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 �qrwARE UNDER REVIEW) I 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 ( IN FEET ) I I 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 1 inch = 200 ft. Total 223.9 168.8 10.3 53.6 28.8 16.0 1 1 108.7 z Q r U 0 m J LU LL O J O O m W J LU r' LU a � JOB NO. 182150 SCALE 1 "=200' SHEET NO. 3 GENERAL NOTES: J,/ // / / / TMP 04600-oo-oo-olgB1 > \ \ PROPOSED ROAD 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL / / - _ I � ,� / � � � N/F RBD MULTI -FAMILY HOLDINGS, LLC ��°�� �s '� (CURRENTLY UNDER REVIEW) / / ��" D.B. 5707� PG. 148 / �, SUB zoi800nS DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT / PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO / AREA: 1 o ACRES FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. / / - �s, 9 49 �'�' 'q �; / // APPROVED ROAD F�'�•✓� �``' TMP 0 600-00-oo-olgB3 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. / \ �5 s�'oGApF CROCKETT CORPORATION 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL / / ��/T.. UNDER SUB 201700117 INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF 20' ACSA WATER �8����ST�Q D•B• 5011, PG. 170 UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, / �' EXISTING PROPERTY U�1VF� VARIABLE WIDTH PUBLIC 4, Q (` F / / v O \ F\ SWM FACILITY EASEMENT' EASEMENT sg°o4 AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE / Q- / / U.S �z lei A� / i LINE BETWEEN BLOCK F� DB 5121, PG.644-675 CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION / / / s., / / w AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY _ / / / 8A AND BLOCK 4 II Z N59° 04' z4 87"W 13.141' SEWER, STORM SEWER, AND WATER -SERVICE PIPING; / / O / / j Q 1 I�� ,' 0) �s UNDERGROUND ELECTRICAL SERVICES' AND OTHER UTILITIES. THE �� CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED / / � LAND RESERVED FOR FUTURE � � ; I I 3�•- � �, TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES / / / // I ;o \ 1\�; 1 DEDICATION UPON DEMAND THE COUNTY, SERVING THE PROJECT SITE. / // ,��V� ��Z/- � // // / I �� �� �/ ��h (D.BFROM 5107 PC. 148) 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING / 10.56'(TIE) ' WATER LINES ON THE SITE. / / OJ�Q� / // I / g3o °� AREA: 217 ACRES �e�PCVH 0 SCOTT R. COLLINS'� C-) Lic. No. 035 r91,� ����� �5 ������� I�NAL E 5. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS 0. a % RECORDED IN DB. 5121, PG.689-701. ✓ / �I ��� / % �'"\\ cn 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE / / J / / / PROPOSED BROOKHILL I° - / EXISTING ROUTE z 5 � z 9 ' RECORDED IN DB. 5121, PG. 676-688. / �\��`' / / BUFFER ON TMP46-1gA1- BLOCK 8A SENIOR LIVING FACILITY I ��( j _' // � 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED VARIABLE WIDII6 w / / T o.95o ACRES (CURRENTLY UNDER REVIEW) W1 PORTION OF EXISTING R/W TO BE i z PUBLIC STORM PLANS AND MAY NOT MATCH THE CURRENT, EXISTING / ; DRAIN EASEMENT VACATED WITH THIS SET OF PLANS / j 11 �` z oU / SDP201g-00026 DB DR 01�_ DB_5121, PG.f;44-675-. '%`ter TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY AREA: 8.55 ACRES I / / 26 O J UNDER CONSTRUCTION. / / / �.�" a Q S300 55' 35•14„w 47.132/ / o �6 may, o�C O 00' PRIVATE . , VARIABLE WIDTH � % °off '�, UUi co w / 5� w � J LANDSCAPE ��: PUBLIC STORM / �< o U) / /� RAIN EASEMENT O z BUFFER EASEMENT << / Q < 1 DB.5121, PG.644-675 O w DB.5121, PG.644-675 LAND RESERVED FOR FUTURE g / - � oo DEDICATION UPON DEMAND o� ! I i1863' W > EXISTING PROPERTY / \� 1"'1 z �� F� LINE SUBDIVISION FROM THE COUNTY. Y ��� / / �// of w w 10GsF�NlUs� ' PARCEL LINE BETWEEN TMP 04600-00-00-01gA1 D.B. 5107 PG. 148) 0 �' NT ,o / TMP 6 1 Al & 46-1gA2 ( , w �, 9 �645, 4 9 CROCKETT CORPORATION AREA: 2.17 ACRES cv j 20' ACSA / /��/ �;o'F o� i SANITARY SEWER / -, 'S4� AREA: 5.521 ACRES - ��''�20- ' EASEMENT / W w ��� DB.5150, PG.40 PUBLIC STORM 7� ° 16.108 ---DBce .5121, EASEMENT ASE ENT675 <01- m -/ 3 5 35'14„w �'� 1- � So 4 ' -Y , S58'38'10E TO� � N834T23_E�9.D4' b Es _46_4N58'38'10"W- WM FACILITY EASEMENT ---- �� S83'47 23'W .�6.11' 9• o NV O w / ---- b_-_ DB. 5121, PG.676-688 sg /Ltii 2 w - _ \ / �_S30.55'35'W N83.46'43'W- 189.04' cb jy0�O^ _ / / o �'�� 4.78' - - N�9� R 20' ACSA \ /. / c�°" SANITARY SEWER EASEMENT v - VARIABLE WIDTH PUBLIC `ss� - - - - �1,T , 1 s� ,', •✓'L=240.52o, R=1203.500 FACILITY EASEMENT / / A=11.4506 � o DB.5121, PG.644-675 SWM FACILITY ^ ° ° i ) o EXISTING STORM / BROOKHILL WPOzo17-o0037 �� ,�-� ' I ° \ - / L.1 ♦ SEWER ALONG ARCHER / BLOCK 1g ' EXISTING ROUTE z 7 C AVENUE TO REMAIN N. BUFFER ON THE a"J _ 5�0 ✓ \��` s,`o��� _ V I IJ BLOCK 8A PORTION' �nSBr�TiE I ��;-� � l s 2 E-94.72 OF TMP 46-1gA2 - � _ % - - �� T � sA.• � � J ITT I o.690 ACRES ) ,( PROPOSED GREENWAY EXISTING BROOKHILL HOUSE d EASEMENT WITHIN // �� ♦ 20' ACSA WATER r EASEMEN �� \ ° 5 .g , 53- BLOCK 8A=o.54 ACRES / w/ .` £/ - S18 1z' o z'W 000' \ y ) 6° 6 w 0 ° PROPERTY BOUNDARY (TYP.) 49' S5. 4" 5. 55' EXISTING ROUTE zg EXISTING PRESERVED /4 \ I / L-9.658, R=51.o0o Z ♦ // '' / .! 20' ACSA WATER Akio.8 BUFFER ON THE/ \ STEEP SLOPES OPEN SPACE '� , I t 497 \� sa so, / EASEMENT I 1 3j TMP o 600-oo-oo-ol800 BLOCK 8B PORTION ♦ �� ♦ ��\ 1.8o ACRES g I I ���s171o'24"E o s&" 4 s�, Sz7 33 41.47°w zs.o8z' HAUGH CHARLES R a i / OF TMP46-1gAz ^1l I I o.ss' 16 ACRES v � � I/ I _� 1 �� & E J OGLESBY JR T 0 954 . 56 APPROVED FEMA / / / / /�� ♦ ��� Soo YR FLOODPLAIN. /'tip I �90 �_� D.B. 731, PG. 690 / / / / / �' ` ♦ �� APPROVED FDP I I I ,,�-' ; I I AREA: 13.95 (PORTION OF) %NUMBER zo1600004 /� i 1 I ! o AC THIS BLOCK /- ♦ 3� 73� b- LIMITS 00 SUNNY DAY - I _� � I I -� ,� 3 45 ( ) , BREACH/INUNDATION / / / / / / �/ \ /� ♦ ♦ ° L=11.235, R=49.000 as„ ZONE I 3 0=13.13741 I PROPOSED HISTORIC �� ��'a2I• I ' I HOUSE BUFFER / by / / ♦ I PROPOSED OPEN - - \ I J I 0.384 ACRES 77.3 5, 5 r \ SPACE B / - ,/ 11 / / L-1 z R-1z11. 00 / \ ° o l uA=8.3863 I I EXISTING PRESERVED ° 0.07 ACRES / LIMITS OF �I i VARIABLE WID111 PUBIC / / / / '��� ' /� ♦ A STEEP SLOPES - I /I - STORM DRAIN EASEMENT o, ` / GREENWAY (TYP.) I _ DB 5121, PC644 675 I PROPOSED 20 LANDSCAPING /j/ BUFFER AROUND BROOKHILL ? j ♦ o ��,,,� I HOUSE PARCEL ° \ / 1 EXISTING PRESERVED ,R ). �)/i,op I STEEP SLOPES �V I / VARIABLE WIDTH PUBLIC / / / / ♦ OO 00 / % - TT STORM DRAIN EASEMENT I I BROOKHILL �� N � - � �0 �� fir' �DB.5121: PG.644-675 I I BLOT K OB ID 200 / �`� ♦ o ° . 1 / L=22a \ EXISTING STORM o o ♦ 1 / .,7/1r� �TI� - �cl T y PROPOSED GREENWAY I ' TO BE RE-ROUTED I I TMP o 600-00-00-01 A2 �� ' � \/ ® � � / � - -��= __� sasos' / �22 Fps Lq 4 9 ° EASEMENT WITHIN / - -- I I NOTE: PORTION OF PROPOSED 4 Nos CROCKETT CORPORATION r! / / / _ - - �a4.so' ; G F� s SANITARY SEWER AND zo EASEMENT BLOCK 8B = .o ACRES 1 / D.B. 5169, PG. 235 V� 4 4 r p w T o o o c, o � / � TO BE RELOCATED WITH THE � D.B.5150, PG.40 �� °o ' ° oo / DEVELOPMENT OF BLOCK 8 / AREA: ACRES • c, 20' ACSA WATER �' / EASEMENT (EXCLUSIVE OF ARCHER AVENUE) G / TMP o4600-oo-oo-ol800 . Col\ o 1 / PROPOSED OPEN i L=58.375, R=1z11.5o0 `,� SPACE C A=2.7607 \. `- HAUGH, CHARLES R / 1PE v PROPOSED OPEN \� • o �� - o � I / 0.79 ACRES _ u70 r` ° & E J OGLESBY JR T 6°1N V SPACE A o � EXISTING BUFFER ON a I / o I, -q ° Lti o.6 ACRES THE BLOCK 8B / PROPOSED SWM ACCESS AND ' I D.B. 731 PG. Ego ,. / ■ PORTION O TMP o� BASIN/SWM FACILITY PROPOSED WITH ' �T i o I� ti 4 �I °°° ��/ I / EASEMENT TO BE RELOCATED WITH AREA: 13.95 (PORTION OF) c I - BROOKHILL VSMP PLAN TO BE ,sue,IIE� Col Cl)zs�z,�E I o ° ° ° 6-1 Az -1. o ACRES '/' MODIFICATIONS TO THE FACILITY !_36� RELOCATED o WITH THIS SET OF PLANS �� O AC THIS BLOCK o 6„ / 4 9 49 v 74 4 ( ) 3 i c^' LAND o _ VARIABLE o EXISTING WETLANDS ° �DEDICAT�ONR�ED FOR F�JTUR / S6>• 6F Oo €WIDTH PRIVATE � / / � � � / UPON DEMAND MAINTENANCE EASEMENT \z. (FORIMPLEMENTATIONOF 1 o I. `. " I FROM THE COUNTY. ��; --- �\ Il �' j1 ° INTERMITTENT STREAM �� ri o \ \ SALAMANDER CROSSING) ® « 0.557 ACRES OF TMP 46-19A LAND HEREBY O ' / / (D.B. 5107 PG, 148) I ° 8�92 / RESERVED FOR FUTURE DEDICATION TO PUBLIC o / / AREA: 2.17 ACRES `^ INTERMITTENT STREAM ° / 1 ry USE UPON DEMAND BY THE COUNTY o / I ° -, VARIABLE WIDTH PUBLIC ° ° r2 1_ II o L EASEMENT o _1I • / - SWM FACILITY E MENT I� I _ _ o � � � I �, ° DB_ 5121, P3.644-675 / _ - V RIABLE WIDTH PUB I \ �> \ 30, Pi31�/gT ' � � N62531'E �I _ \ \ 1 C's .. DB AND -- - ��\ ° pD6JCgPE BUFF-'9It�'_ - - - - o / 7IO DRAIN EASEMENT ° BASIN/SWM FACILITY STRUCTURES s VARIABLE WIDTH P ti ER EgsErJ 9.s, - - - - - _ - _ DB1- 44-675, ^ 4 PROPOSED WITH BROOKHILL VSMP PLAN _ l ti 4 - - - - - __ �'� w o ° ° / EXISTING MANAGED cs r, _ • • ?8\w o 0 0 0 o 0 0 0 n 6 ® STORM Pc 6a4 SsisNT 0 ° o TO BE RELOCATED WITH THIS SET OF PLANS l C1 3gg, �/� � � �-30 PRIVAT .LANDS A UFFER � °-- _I - _ � '� STEEP SLOPES o I DB. 1 G.6 EASEMENT / _ ��. 3 o \ �. u. N83°331_� o '- o S O Q O c6 s8a33'1z"w_7a.9a___ BUFF RIvgTe LAND EXISTING WETLANDS _ s6.71 ( E) 8.12� EXISTING sae 4813E 2o1.9a' - y �" ' � DB.ST2R EASEMEN?BC � � V A E . - STING 171.13' o, �. _ --- PD.b44_ EXISTING 30 \ \ o 10-73-FIE __ _ � - YS PROPERTY LINE w_w- - -- - - o N7a v PE o VARIABLE WIDTH PUBLIC -.: ---- // ®� - u - z4'47°W _ 09' s69sa's2" �� LANDSCAPING BUFFER STORM DRAIN - - - C/ - - /9. VARIABLE WIDTH PRIVATE o FAcTWNjT L 6.66 --- - --- \ Q OO MAINTENANCE EASEMENT o __ - O DB 512I, PG 644-675 N 7 0 \ v 'j ---_e r z;F VARIABLE�I PUBLIC (FOR IMPLEMENTATION of ° - EXISTING POLO % 3's(RE) /'� STORM DRAIN S -T- r' \ EXISTING SANITARY SEWER AND SALAMANDER cRosslNc) \ �� - POLO GROUNDS ROAD y DB.5121 PG.6 -675 -� A- ° GROUND ROAD BUFFE �/f S76° zo' z 8 E z 61' ♦ 20'SANITARY SEWER EASEMENT N21°03'38"E % STATE ROUTE 643 (D.B.481 PG.263) 9.3 " 3 •9 0.557 ACRES of TMP 46-19A LAND V ��' - L=3.75'(TIE) o. o ACRES i s� ° v - 9o-46 T --- --- 3 5 = _ - L=148.5o3,R=976.500 3 33'6 VARIABLE WIDTH PUBLIC "� A=87�34 s; So \ STORM DRAIN EASEMENT HEREBY RESERVED FOR FUTURE �3029'o5"W--4.22' o sso•2ore'f 'ETrE) EXISTING POLO TT � «:, c ° -� 3 s~ z33•823, 3D> \ � � \GRAPHIC SCALE DEDICATION TO PUBLIC USE UPON DEMAND �`- � 234'�� � J,` _ �' • �FVgrE \ 1 P 4-675 BY THE COUNTY sa34s'ss'E 76116, M � , _ � w GROUND ROAD BUFFER o 0 0 \ 60-- y R eq 4A'DsC �s G 64 B 5 21 so o 25 so ioo or- -SF5 / of 1 y o.536 ACRES 0 °° o° °o o-5121-,l� III o _ _ Y _ Pow o ° ° ° -°- o No 71s5aW / - S 644-625 \cs q VARIABLE WIDTH PUBLIC STORM DRAIN -I�� ' -- d �p --- N85'3843'E 1044 o f \ EASEMENT DB.51z , PG.64:-675 _., LIMITS OF SUNNY ° l �\o '- I \� 9 c o 6 - 3 ( IN FEET) �lo �' DAY BREACH°i° 3Q i/ o Oo 7622j��q y of 0.150 ACRES OF TMP 46-18 LAND HEREBY , �'. 1 inch = 50 ft.'I 70.00' INUNDATION ZONE RESERVED FOR FUTURE DEDICATION TO f ' ° o ----- ti / o L=z3.47z, R=484.500 PUBLIC USE UPON DEMAND BY THE COUNTY ; , VARIABLE WIDTH PUBLIC o o G A=�.775g \ _ h STORM DRAIN EASEMENT co, F O O N N Q \ M ti 0? M N M � a j C:) w N N wQ > LLJ J 1 V) U z LJJ O I- 00 I- LuI- Q O � z Q u o v 0 z m (n LLJ '-11 j W ul Zw F- cn 0 JF- 0 LLJ .J co 0 C:) O N w J t- F- j L w w a � JOB NO. 182150 SCALE 1 "= 50' SHEET NO. 4 J O _ N PROPOSED GARAGE (TYP.) : � \ STOP SIGN (TYP.) NOTE: A 20 BROOKHILL HISTORIC HOUSE BUFFER � ,' _ PROPOSED CG-gD ENTRANCE (TYP.) SHALL BE PROVIDED ALONG THE BROOKHILL \ TIE-IN PROPOSED CG 6TO v, \` / \' HISTORIC HOUSE LOT. THE 2o' BUFFER SHALL BE \ EXISTING CURB & GUTTER s MATC H LI N E - S E E SHEET 6 EXISTING UNDISTURBED BUFFER OR REPLANTED \ �- wow \► PROPOSED & PLANTING STRIP TYP. NEW LANDSCAPING BUFFER. 000 000 V� \ PROPOSED DE STEPS/•� ` I /r i I 1 y I ly W/ i I I 1 / 1 J. o° 00 /� ) \i O VO 0 0 o o 0 1 0 / Do OO 0 / Oo / OO / 0 / 0 / o ) - o Oo O i PROPOSED VDOT STD. CG-6 fHISTORIC BROOKHILL HOUSE PARCEL / STOP SIGN (TYP.) TIE-IN PROPOSED CG-6 TO - / EXISTING CURB & GUTTER r / 7 S/G�TD��T STREET SIGN (TYP.)' .q / wl Or f PROPOSED VDOT STD. CG-12 (TYP.) / STREET A SIGN PROPOSED 5' CONCRETE SIDEWALK / lu v / (TYP.) �V°o Q PROPOSED VDOT STD. CG-2 O pR PROPOSED WALLSPROJECT BOUNDARY (TYP.) PROPOSED 3' CONCRETE SIDEWALK STREET OpOS�FS� (MAX. HEIGHT = 6') SIGN PROPOSED CONCRETE SIDEWALK (TYP.) PROPOSED 25 FRONT o i PROPOSED VDOT STD. CG_12 (TYP.) 5 R F4 ')o MAX. SETBACK TYP. u PROPOSED STEPS (TYP.) G STOP yOuSF ROOK --__ o STOP 'STD SIGN g�FF Ni�4 LIMITS OF PROPOSED OPEN o SIGN q�� (TYP.) FR�o•/STO SPACE PARCEL a --- (TYP.) GHT �C� �l 39�C RAC � PROJECT BOUNDARY (TYP.) --�'- a rqN �8 , NOTE: VISIBILITY OF ALL MECHANICAL 2 CF, PROPOSED DITCH BEHIND UPPER WALL Uu �80' - EQUIPMENT FROM THE ENTRANCE 4�-- -___ i---- ) w Q3' � CORRIDOR SHALL BE ELIMINATED. ° r . . l_ Q �STREET SIGN (TYP.) N ,�, I;r � �o vRFpURq� �� PRIMARY (TYP.) „A � � � r J wU/TEo NO/ST gm ooR "'qUR N gFa I�V a it __ 1 , =' N ° DFF -- ( l /N r ST �� g(IFRO�P / PROPOSED GARAGE (TYP.) �GHT ANCF_ C� FR _ Z (� STOP SIGN (TYP.) �o' ��� cn _ - pR �F ~ I \ m � � 1 T 9 OPOS $� e J pR,�� c�R'SA 0 a �l PROPOSED WALLS ' ` - MAX. HEIGHT = 6') ; OW (' __ _ ,q y - Vh b ���� � ^��' / zooR PROPOSED CG-9DENTRANCE (TYP.)Cal '1 �Q� 19 1' PROPOSED 5' CONCRETE SIDEWALK PROPOSED GARAGE (TYP.) (� Op - 1 PROPOSED STEPS (TYP.) �CK(T PRIMARY ENTRANCEi- TYP.) Zw fi II I aO o PROPOSED CG-2 CURB TYP--.)PRIPOSED CG-9D ENTRANCE(TYP.) -- (4) PROPOSED PARKING SPACES _cL- `"' o 39 PROPOSED CG-2 CURB (TYP.) FjC 2FoA � �s s i PROPOSED STEPS' T S; - / PROPOSED ' CONCRETE SIDEWALK / 5J - g PROPOSED CG-gD. ENTRANCE (TYP.�) a ' ESP2 x g P r PROPOSED ROPOSED VDOT STD. CG-12� (T�YY P.) PROPOSED VDOT STDCG_i2 (TYP.) PROPOSED 6'PLANTING STRI- e e ° ° ----- FC�F�C q ° PROPOSED MAIL KIOSK �� 6 ED 8' FRO I I ° PROPOSED 6' CONCRETE SIDEWALK V NT Q -----'--- (lo) PROPOSED > y 7 T (TYP.) PARKING SPACES ----- --- o� P W � �;�� COURTYARD ��' (4) PROPOSED PARKING SPACES w ' MIN. SETBACK (T ° Z QV 0.2o PROPOSED RA AC ' ---------F------------ --- 9 , Q � STOP GA GE (TYP.) ---------------�-- PROPOSED CG-16 CURB (TYP.) w SIGN PRIMARY ENTRANCE (TYP.) / I ° I I Q (lo) PROPOSED PARKING SPACES ° ° PROPOSED CG-9D ENTRANCE (TYP.) ---- W I- a� (TYP.) PRIMARY ENTRANCE (TYP.) l% > ------PROPOSEDf ---_ -_ _ e CG-6 TYP.. ` y vi / --------------------- LLJ 0) i L 1 PROPOSED 2' WALL C�/<v - i8 T I ° a a 4 Q 2 , Q I II j I F/C-F/C -�----- � PROPOSED WALLS �.{ a. I __n (MAX.EIGHT = 6') j m I } ----- 0 M PROPOSED so' REAR EXISTING PROPERTY LINE (TYP.) ° . a. II II �S i � SETBACK -------- i9m PRIMARY ENTRANCE (TYP.) a ,' FjC FCC ' r -____ LIMITS OF PROPOSED OPEN I a L'" • ---� . _ ° � � � - / � SPACE PARCEL ---- PROPOSED PROPOSED 5' CONCRETE SIDEWALK PROPOSED GARAGE (TYP.)' NG 5 CONCRETE SIDEW ALK WALK I I I ; /OPEN/ / \ PROPOSED CG-2 CURB (TYP.) ' �-----�----; ,� �wD J���Q PROPOSED TOTAL AREA = II IIII II -- � 1.95 ACRES DRIVEWAY(TYP.)------ (AREA OUTSIDE ESTOP - BUFFER AREAS------------- --------- C SIGN --S- rr- i / ----- 4 ENTRANCE ----� O� Q (TYP.) i.26 AC.) PRIMARY E NTRANCE (TYP.) O y �- �OQ r _ EXISTING STREAM � "rn \ / - i � PROPOSED CG-2 CURB (TYP.) \ STORMWATER ---------------- —� PROPOSED WALLS MANAGEMENT - r MAX. HEIGHT = 6 _ \ - \ FACILITY -T - � ,� EXISTING STREAM C 3o' /DE p 1-1-I: ROAD O1O GROV �O- - �._ l BUFFER NDS NATD _ .32 AEA REp RAt UND ,� � �AIUTISTURSE @°\: NDSC•ApEevFFER R / O / - � �� �� I IF Q --- _ y _ - _- - \ \ it ' -r i -� EXISTING POLO GROUNDS ROAD STATE ROUTE 643 _` !-i- POLO GR 0 UND S ROAD ° D.B. 48i3 , PG. 26 _-- EXISTING PUBLIC ROAD PROPOSED 5SIDE `' SETBACK VAR. WIDTH PUBLIC R/W (arl -I VARIABLE WIDTH PUBLIC R/W _ PROJECT BOUNDARY TYP.-� —-�- o ( ) _ (SR 643) r ----- ----- — -- O —_ - - - - i Oo O OO , ��- Yam'! �� ��� � 1 1P 1 T y Y P 4 H l`4�%9 �` 6 oU 30 o i5 30 6o BLS lYl�7, ,� �•A �, \\ hr D 0 0 _ - �- �5.� IN FEET , 1 6'43J �j�i \ 1 inch = 30 ft. ^L 0 AO y C SCOTT R. COLLINSI Li Lic. No. 035791,�L, 1�0�Als��IOIVAL E Ln H z w O U z O a U) U U U Z W � J "' a O z O_ LIJ 1■■1 v' CO w � w C' w V) WLu 0 0 N N Q \ M iy .--1 LD ti M z M N d' Q i j N 0) N in N / ce LLj < J 1 W — w Lu 00 Lu O Q u o U p w �e CO Lu I-- ul w Z 'Lu U) O F- 0 W Jam 0 O N w _J Lu '_' LLJ 0 w a U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 PUBLIC ROAD OR GREENSPACE SCENARIO s SCENARIO z SCENARIO 1 CAR 28' 1B' 9p 9 GARAGE PARKING �z MIN mZ MIN �? i MIN N SPACE 2 CAR 2 1 SURFACE w Z GARAGE i PARKING Z SURFACE PARKING Z ',� Z SPACES i PARKING SPACE 2 71 SPACES & LL PRIVATE ALLEY OR STREET LL Z 20' MINIMUM TRAVELWAY PAVEMENT ;; w & WIDTH g Z O oO �a In W nm �a U- W _ .� PUBLIC ROAD NOTES: 1. EACH SINGLE FAMILY LOT WILL HAVE MINIMUN . SIDEWALK OF 2 OFF STREET PARKING SPACES. 5' MIN 18' 2• OFF STREET PARKING SPACES WILL BE LOCATED MIN EITHER IN DETACHED GARAGES, ON PARKING 2 CAR 3' PADS OR A COMBINATION OF BOTH. GE MIN 3. GARAGES WILL BE A MINIMUM OFi8' DEEPAND PARKING A LOCATED EITHER 5' FROM OR GREATER THAN W SPACES rLV FROM REAR PROPERTY LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. 4. 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 18' FROM REAR PROPERTY SPACES LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. EACH PARKING SPACE WILL HAVE A MINIMUM WIDTH OF g'. 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 20% 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. NOTE: A zo' 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. z.95 ACRES (AREA OUTSIDE BUFFER AREAS = �\ PROPOSED io'xio' BRICK PAVER AREA WITH HISTORIC MARKER FOR THE BROOKHILL PROPERTY �� a PROPOSED 5' CONCRETE SIDEWALK \ \ 'PROPOSED 3' CONCRETE SIDEWALK PROPOSED VDOT STD CG 6 3 ', PROPOSED \/DOT STD. Cr-,, (TYP.) 5�p�\p / 9' .N\PC,*) GARAGE AND DRIVEWAY EXHIBIT PRIMARY ENTRANCE (TYP.) � �v � �EXISTING LIMITS OF WOODED TREELINE (7) PROPOSED PARKING SPACES �Q PROPOSED 4i�'� DRIVEWAY (TYP.) NOTE: VISIBILITY OF ALL MECHANICAL PROPOSED 8' FRONT ti �w PROPOSED CG-9D ENTRANCE (TYP.) EQUIPMENT FROM THE ENTRANCE MIN. SETBACK (TYP.) / CORRIDOR SHALL BE ELIMINATED. ry V ,�^ R PROPOSED WALLS 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. PROPOSED UD ROADWAY SEEAN s (5, lbF �� \ SUB201800115 n \ �\� \\� 'PRIMARY ENTRANCE (TYP.) i 7- y PROPOSED VDOT STD. CG-2 \� 4 \ ° Q,- ' PROPOSED CG-9D ENTRANCE (TYP.) \ (�' Cl) ' Q PROPOSED GARAGE (TYP.) /c PROPOSED 25' FRONT JV (0 ;' OPEN SPACE D MAX. SETBACK (TYP.) ry TOTAL AREA = YR (MAX. HEIGHT = 6') j� ,o PROPOSED DITCH BEHIND ' UPPER WALL PROPOSED STEPS (TYP.) F/pF/A PROPOSED VDOT STD. CG-2 ti PROPOSED 4' CONCRETE SIDEWALK PROPOSED GARAGE (TYP.) ' \ PRIMARY ENTRANCE (TYP.) / N EXISTING BROOKHILL HOUSE PROPOSED io REAR �� SETBACK EXISTING 5' CONCRETE SIDEWALK � 'y 29, O / r J 0 \4 / N "" PROPOSED GARAGE (TYP.) STOPS I GN (TYP.) ' PROPOSED CG-9D ENTRANCE (TYP.) TIE-IN PROPOSED CG-6 TO EXISTING CURB &GUTTER MATCHLINE - SEE SHEET 5 PROPOSED 6' PLANTING STRIP (TYP.) �\ a PROPOSED STEP _-Z PROPOSED VDOT STD. CG-6 HISTORIC BROOKHILL HOUSE PARCEL ' (TYP.) STOP SIGN (TYP. TIE-IN PROPOSED CG-6 TO = ) � EXISTING CURB & GUTTER `ti7 STREET SIGN (TYP.)' �� STq/V CF �� PROPOSED VDOT STD. CG 12 (TYP.) STREET - �O O \ \\ SIGN PROPOSED 5' CONCRET\WALK / (TYP.) ti�ti°o Q PROPOSED VDOT STD. CG-2 / 4 I '°Rpp _ GRAPHIC ALE PROPOSED WALLS PROJECT BOUNDARY (TYP.)/ PROPOSED 3' CONCRETE SIDEWALK STREET OSF pS�FY (MAX. HEIGHT = 6') 30 0 15 30 6o / SIGN PROPOSED 5' CONCRETE SIDEWALK (TYP.) PROPOSED OT STD. CG-1i TYP. �`' V p IN FEET / PROPOSED 25' FRONT -(TYP.) - F� ry \ 2 ) l MAX. SETBACK (TYP.)------__ wq y o/pF 1 inch = 30 ft. �; \ '` i 2 vj PROPOSED STEPS (TYP.) �, 'y S� STOP H US 8 O O R ' STOP �V G�T�� SIGN �e�FFFH/�� y/ LIMITS OF PROPOSED OPEN SIGN Sq (TYP.) Rio. STO SPACE PARCEL Q, ---- l (TYP.) T 39gC !� JECT BOUNDARY (TYP.)PROPOSED DITCH BEHIND UPPER WALL Lu y SCOTT R. COLLINS' Li Lie. No. 035791,�L, � , ��SIONAL C'Z Ln E- Z w O U z O a U) Of O U U Z w � J o U) a O z < Z O Lu H Lr) CO Q w � w C, w In WLu LD0 M z M N litQ I j N w N m N W > LLI J 1 � m - LIJ ji 00 Lur- O Q u o U 0 W I J CO LLI � J ulcn j LLI Zw I- O O LLI Jam 0 N w Lu w a U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 4 22.5 / �� I'�l OPEN SPACE MH-SSA / ON35.7 PROPOSED FIRE HYDRANT� pATCHLINE - SEE SHEET 8 �� ASSEMBLY w/ 6"x6" TEE PROPOSED4" D.I. WATERLINE ,i S . �PROPOSEDPROPOSED �PROPOSEDPROPOSED 8"x4" TEE 8��x4"TEE8"x6"TEE(z)-4�x4"TEEO 4��(1)-4" G.V.(1) 6" G.V. /� G.v. (z) 4G.V. PROPOSED 'x "TEE G.V'MH-i5 � 4' 4 , 4" PROPOSED BLOW -OFF ASSEMBLY'SBLOW-OFF ASSEMBLY / PROPOSEDULT 5� 0 8"x4" TEE PROPOSED 1. ' METER IN VA r ,/EXISTING 12" D.I. WATERLINE �� �� PROPOSED °BEND ��� S ��` / (�) - 4" G.V. PROJECT BOUNDARY (TYP.) PROPOSED zo'WATERLINE EASEMEN� 4 45 \ S _ �� O !„, � ��F �PROPOSED 4" D.I. WATERLINE / LA TERAL o 1O r °�' �(` 1� `PROPOSED 1" TYPE K COPPER WATER i PROPOSED FDC LOB - �F o SERVICE LATERAL w/i" METER / PROPOSED® ,CATION ! h 2" TYPE K COPPER I! PROPOSED 4' FIRE LINE PROPOSED! 1 ' PRIVATE �� _ PROPOSED ° BEN / o �"'a� -_ �° �� -PROPOSED 8" D.I. WATERLINE UTILITY EASEMENT �` 4 45 PR I � -� PROPOSED A.R.V.° \ � V"� , PROPOSED 8"x6"TEE / LI - _ i'\ x� (1) 8" G.V. ' I tWL IQ PROPOSED 4" FIRE LINE / o\ {1) - 6" G.V. PROPOSED WALLS / o M _ - � � IT WERE PROPOSED ��� MAX. HEIGHT=6' �_ D 8" SANITARY SE 8"x6" REDUCERLn V a ! rq o PROPOSEDOo05ANITARYSEWER E SEMENTo° m o° / PROPOSED zo' WATERLINE EASEMENT w I o r "N x I � 0.? 1 O (� ry---al i ^ o PROPOSED 6" D.I. WATERLINE z LL H i o. O � � PROPOSED FDC LOCATION � , / z U Q oto Q m��--- \ / fl- u IJ/ �� i� `_ r7!u s� ��3xSo\ / U to m w Iuj m - �/: z 0 w° PROP 4x o H m ( Fx WATERLINE EASEMENT _ ° ° _ _ M O C F\\ �' z W o ��--_-�!� � � � � Z � a % V �, PROPOSED �� '� � > ,Q --__ 'i C7 �� 4!� co I iQ Q �� A �., 6'. "TEE PROPOSED 1" TYPE K COPPER WATER,' w w • � Li i \ \_- (1) 4" G.V. SERVICE LATERAL w/ i"METER a � Q o _ PROPOSED � 1' �!� J � � i IN �i D.I° WATERLINE i ' _ �^ -� O UJ' G,gRJ \ ` \ �4+So , PROPOSED I o to � � ,� ,M/�o � rf __ •a / � j FFF� �402.00 � Fi � a / _ � 6��x4" TEE -, �_� m W 402 6� �G,gRo i i ��r G.V. - FF, < 0•6 PROPOSED 4 x4, TEE & . ��� PROPOSED 6" PVC SANITARY L iQ ' 4o133 �qR, BLOW -OFF ASSEMBLY'O� S*oo\ - PROP ,� E LATERAL FFF99 \_ w POSED WALLS SEWER SERVICE \PROPOSED 6" o° BEND TO L MAX. HEIGHT=6' °j�rn MH-14 o Im - --- o° 4oO oo �GqR, O l `� FIRE HYDRANT ASSEMBLY rn 10 �_ + / FF g PROPOSED l � 0 4 0 � , � PROPOSED 6" D.I. WATERLINE � F .� •o f Lri� S o PROPOSED 6" �� 398 6, of Gq / 4� G.V. &7 �- I '! I ° PVC SANITARY `� i R' ° �. + w!�°� ��FFc966 90 BEND / j - �• '-'- SEWER SERVICE LATERAL PROPOSED (z) 4 x4 TEE, Z� l7 # 39�3�GgRi co PROPOSED zo' WATERLINE EASEMENT O PROPOSED 4" go* BENDS - �' � I � (z) 4 G.V., & BLOW -OFF ASSEMBLY- �I�� S� 3 FF� 9S i o � I PROPOS°� I ' PROPOSED FIRE LINE i � �« , F 3 ED 4" 11.z5°BEND :. � c.o. � � �S � g 3 n R P ED PROPOSED PROPOSED io' PRIVATE 0 O v. �° , --- ° 4 E; i PROPOSED 4�� FIRE LINE UTILITY EASEMENT _ P ° / - PROPOSED goBEND- - s A\ i EE � / UTILITY �I \ 4 9 ---(1) - 4 G.V. y / \ o 0 10' PRIVATE F° T EASEMENT l o PROPOSED BEND U` m z �x - _ tiPROPOSED 4" go°BEND w o 0 � w � � PROPOSED �, � � _ • O 4� 4� TEE, � � � � �� � ��� � PROPOSED zo' WATERLINE EASEMENT ° %� _ Q �- 4�� 45° � , n - �n PR PROPOSED FDC LOCATION - a _ o POSED 1. METER IN VAULT �� t� PROPOSED 1" TYPE K COPPER WATER I�SEWER SERVICE VC SANITARY / !LOW -I ASSEMBLY' o m T 5! - SERVICE LATERAL w/ i"METER d � �(z) 4' G PROPOSED 6" ------ o , `� / -_ VICE LATERAL o �� s MH �� MH-10 SAN-:Ll _ o0 r la, PROPOSED � � a ,° � i-�m ED o° �� � PROPOSED x 'TEE G.V. -- BEND 4" 4' , 4 / O �� n 4" g VAULT w II \ _ &BLOW OFF ASSEMBLY SAN-zo K,rm- PROPOSED 1.5' METER IN VA Q PROPOSED 22. ° BEND COURTYARD / ° OQ l7 ER PE K COPPER " I� 4�� 5 PROPOSED 4" 45°BEND 5�o / u .� - ED 2' TYP E , I Q WATER SERVICE LATERAL ° --- D o ti S _ - � I o � dux � PROPOSED FDC LOCATION O ------ _----- I - n, �� PROPOSED 4�� zz.5 BEND 0° ` i `b� �i ° PROPOSED 4" FIRE LINE I ° \ PROPOSED 4" FIRE LINE � / / �6 — — - ''I r''1 ` I,/ " i I I / I � � PROPOSED zo' SANITARY u � PROPOSED 10' PRIVATE UTILITY EASEMENT �� � PROPOSED zo' WATERLINE EASEMENT i O m w �� �� t4 l l i O PROPOSED FDC LOCATION I Q n SEWER EASEMENT LL i� � � ° � V, ` �Q � �/ PROPOSED 6" PVC SANITARY � w v i L9 � ri �lQ i-----�M_-___ _ 'IL',, � � + o � � `X� � �� _ ���CI SEWER SERVICE LATERAL � I _ _ IL kD ° Im PROPOSED z TYPE K COPPER ry , - S "� �O �� o N o — O WATERSERVICE AL � i rr11 to 0 rn S C R / PROPOSED zo - m � i i PROPOSED zo' SANITARY M ° X V d- m fYl x � � > � �. H II I n /� s UTILITY EASEMENT c� i SEWER EASEMENT O � - � I I I �<c / i / _ I I _ � i z � � x v J �, Qko I. Lo _ M H ii M z to a J a � h a O � — I \ _ a M o _ Z s - m i „ ' r-I nI ° � r-��m PROPOSED 6 0 BEND TO I co rn °� _ _ w J FIRE HYDRANT ASSEMBLY EXISTING PROPERTY LINE (TYP.) L 1 S MH-1oB� ax ----- {-- ------ �^i o ------ — o IM 00 3 �� �, / O Oo � PRO -I----- �• i^'' °°� � � �� \ � S N \ � �^��,M / � / � POSED WALLS ° Im - � - n ° V i xnj MAX. HEIGHT=6' I .tlr^ W ILLs V o N M LL / W u �� ----- {--- __PROPOSED 6 PVC SANITARYi M11O -SEWER SERVICE LATERAL O ml� I r—mIM _ PROPOSED 8" SANITARY SEWER \� / PROPOSED 6" PVC SANITARY --- m II =i � �� rn�„i -� SEWER SERVICE LATERAL' w IQ �� e / A� - / (� w mI n --- �� o PROPOSED zo' SANITARY\ S / II ----------- / / J � iQ � -�� _ ° j x SEWER EASEMENT � � � , __- ,i I� PROPOSED 10' PRIVATE o o \ �/ / / �_ I-��� --- UTILITY EASEMENT --- �I � MH-1oA �� / SAN-g �1 ILIT rn ° �- m Oo ry ° III MH-11A �L� + wI� W 'J ILL I � r �Wed' I � I � ____� � � /. � � i ,� _ _ - - I I I 00 LL Q -- / 10 ILL 1 _ - I ' EXISTING FIRE — - - I � -_, . \ i � i � � Oo - / f - PROPOSED zo' SANITARY O HYDRANT I I --- __— ---- - 'p J 0- - W - �9+5� EX STING STREAM \ // SEWER EASEMENT J z, OUSH COURT °o / / J Ln < OO OO O O O®•• I k O J / Q u 1 O O - - PROPOSED FDC LOCATION - �� PROPOSED WALLS /PROPOS J MAX. HEIGHT-6 STORE ATE / � � 0 MAN GEMS EXISTING STREAM ___--- - -- �- - PROPOSED STORM SEWER \ —FA —I� - -_ --__ ,N W W W—Q W w W W W W ° � M o° W� \ OPEN SPACE / (� w POLO GROUNDS ROAD _ w _ Z VARIABLE WIDTH PUBLIC RIW o —--—- -- O (SR 643) � � GRAPHIC SCALE � cn o @ O O J 'PU o o i o 60 3 5 3 III SAN 8 ( � � w O o O %Q ( IN FEET ) o O L G 1 inch 30 ft. Q o > , �, 1J B� I� o �� N �I . j� 4 O 3 /lY MATCHLINE - SEE T IS SHEET 0 SAN-8 — -- -- -- - 1 e,60- _ f - SAN-6 PROPOSED 20' SANITARY EX-SAN-4 Lu - Lu �`w SEWER EASEMENT 3o LF OF 24" STEEL CASING REQUIRED, PROPOSED zo' SANITARY \ CENTERED ON THE STREAM CROSSING AND IU SEWER EASEMENT / I 1 \ c, S ���"��- 5 S S S S S SAN-5 EXTENDING PASTTHE CULVERT WING WALLS. TIE-IN TO EXISTING � w SAN-] S SANITARY SEWER ` G _ \j� - JOB NO. �,� s _^ s 5 EXISTING STREA O� �,\�'` S S 5 S F 182150 `�`�'` - - - �� -- ��P, / , / / / R /` D W ----w W— —�_ - -- — SCALE • 1"1 JJ -w- - W - a EXISTING 12" DIP 1 n=30 f GROUND R/W_ p0LO PUBLIC - - �- SEWER SANITARY E WIDTH . _ - W�_W_ _ ---- --_ - L -- w w SHEET NO. VARIAB SR 643) - — -_ - W W- W 7 A / ° � w A n \ �d s �(/ o� SST/�w GSA \ / K, co 411 qo OFF s a \ ` \ EXISTING sz" D.I. WATERLINE �� � �• � f� `� � � � �s C� A TIE-IN TO EXISTING sz D.I. WATERLINE WITH sz"x6" T.S.&V. (Q �0 -q) y AV I / ROPOSED so' PRIVAT � � UTILITY EASEMENT 1 PROPOSED io PRIVATE UTILITY EASEMENT / \ \ —_ PROPOSED 4" FIRE LINE ,<. C.O. \ PROPOSED 4" 22.5°BEND P, � ROPOSED z' TYPE K COPPER WATER SERVICE LATERAL PROP DOSED 1.5" METER IN VAULT PROPOSED BLOW -OFF ASSEMBLY s PROPOSED 6" PVC SANITARY D FDC LOCATION . / PROPOSE �� PROPOSED 4" go' BEND SEWER SERVICE LATERAL f` ° PROPOSED FDC LOCATION \ PROPOSED J. i / /x i PROPOSED 4" FIRE LINE 4"x4" TEE / PROPOSED 4" 45o BENDS \ (1) 4 G.V. / PROPOSED PROPOSED 4" D.I. WATERLINE � o° � s i 4"x4"TEE N, PROPOSED 6" PVC SANITARY_ (z) 4" G V' � ti PROPOSED ' SEWER SERVICE LATERAL 4"x4" TEE - EXISTING 8" SANITARY SEWER (1) 4" G.V. �I PROPOSED i" TYPE K COPPER WATER f SERVICE LATERAL w/ 1" METER PROPOSED 6" 45°BENDS 0� PROPOSED zO' -_ 'WATERLINE EASEMENT / 1, NOTE: LATERAL CONNECTIONS INTO EXISTING MANHOLE �;% /�` / x� PROPOSED 6"x4" REDUCER SHALL BE FIELD CORED AND HAVE BOOTS INSTALLED Q �/ / y 6Ar � `k�N/ PROPOSED FIRE HYDRANT ASSEMBLY w/ 6"x6" TEE NOTE. CONTRACTOR SHALL INSTALL F A STEEL PILE BEHIND FIRE HYDRANT I/ PROPOSED zo' WATERLINE EASEMENT a a EXISTING SANITARY SEWER Qj 21 i a s ,14- EX-SANi7 \ / PROPOSED 6" PVC SANITARY Q \���� A /� SEWER SERVICE LATERAL fj rly < PROPOSED r ° ly (0 PROPOSED WALLS SANITARY SEWER TO BE DESIGNED AND S \� zo' WATERLINE;/ MAX. HEIGHT=6' INSTALLED BY OTHERS MH-iSB C.O. EASEMENT PROPOSED so'PRIVATEPROPOSED 4" FIRE LINE % �' PROPOSED 6" D.I. WATERLINE UTILITY EASEMNT PROPOSED io' PRIVATE PROPOSED FDC LOCATION / 20+oo UTILITY EASEMENT PROPOSED 4" gol BEND PROPOSED i" TYPE K COPPER WATER PROPOSED ; � °a e SERVICE LATERAL w/ i" METER, M � 811x4' TEE PROPOSED '_ ' x6 i' 4 (1)- G.V. � �zo' WATERLINE oX EASEMENT REMOVE PLUG & TIE-IN TO 'so PROPOSED 4' x4"TEE 4" G.V., — _ ` EXISTING 8" D.I. WATERLINE \ & BLOW ,OFF ASSEMBLY PROPOSED 4" D.I. WATERLINE' PROPOSED 8" 22.51BEND / i IQ EXISTING 8" D.I. WATERLINE \ PROPOSED 4" zz.5° BEND �� `�� HLINE- SHEETSEE 7 /- '/ OPEN SPACE i i I \ — I I I PROPOSED MH-i A � °_ - / � � � ASSEMBLY FIRE HYDRANT 5 - _:7 ' � �f11+00 �� � : �° � w/ 6"x6"TEE PROPOSED 4" D.I. WATERLINE \o / S' PROPOSED, �\ fllPROPOSED � x4 8""TEE PROPOSED �, PROPOSED r 8"x6" TEE 8"x4" TEE (z) - 4"x4" TEE (1) 4' G.V. (1) 6" G.V. (z) - 4" G.V. (1) 4 G V.• PROPOSED 4"x4" TEE, 4" G.V., PROPOSED BLOW -OFF ASSEMBLY MH 1S / &BLOW -OFF ASSEMBLY \PROPOSE D PROPOSED i.5" METER IN VAULT \ o 8"x4" TEE i EXISTING sz" D.I. WATERLINE �� ��� —� A , ° ��� (1) - 4„ G V. PROJECT BOUNDARY (TYP.) PROPOSED 4'45o BEND �! `� FS _ PROPOSED 4" D.I. WATERLINE TERAL�` d2 PROPOSED i" TYPE K COPPER WATER PROPOSED zo' WATERLINE EA SEME PROPOSED z" TYPE K COPPER WATER SERVICE LA r _ _ h F O SERVICE LATERAL w/ i" METER C LOCATION � D ry = PROPO \ SED 4' FIRE LINE 3 h PROPOSED io' PRIVATE PROPOSED BEND A� 4 45 PROPOSED 8" D.I. WATERLINE TY EASEMENT / PROPOSED A.R.V. . ° \ PROPOSED 8"x6" TEE UTILITY p _ _ A (1> 8" G.V. PROPOSED 4" FIRE LINE \ / Xso\ < 1 6" G.V. PROPOSED WALLS - _ - O MAX. HEIGHT=6' PROPOSED \ PROPOSED 8" SANITARY SEWER V ED 8"x6" REDUCER � l"' o PROPOSED zo WATERLINE EASEMENT \ / ff / f/ i f / / f' f / f / / f f / GRAPHIC SCALE / 30 0 35 30 6o ( IN FEET ) j 1 inch = 30 ft. 0 �S'COTT R. COLLINS� L� Lic. No. 035791,�L, 1�0�Als��IOIVAL E Ln z w O U z O f U U U Z w �'^ J V/ Q O Z < Z O LU Lr) W Lu w � w a 0 w WLu 0 0 N N Q \ M iy .--1 L90 M z M N ®�z litQ I J N N N LLj < J 1 c m 00 z � Q o � Q U = J U p J ZD ul Lu w Z Nw U) O O W 0. Jam (D 0 0 0 N w Lu w w In_ U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 414i B BW 410.2� // � ��Vk 5.4 �p� 23TW� / 32TW DL=10" Qz 2.03CFS v i , Hwy 414.5 �� 4 BW 3i , V = 2.88 FPS PROPOSED 8" HDPE tv l� oo y 34Tw 3 2 ROOF DRAIN SYSTEM (TYP.) ��/�� / 24 BW EC-2 JUTE DITCH Qla 2.50 CFS a 413'7 WIDTH = 5' 4o8.1 �� 43o TW D = 0. 2 FT ` M NO SCALE l0 5 ^� W 6. o �,. o y �• ti� 46 / (SLOPE=2.8-6.7%) � EX-D07: 412.8 �u / PROJECT BOUNDARY (TYP.) - � 41z.o 405.96 / o°O 0 41s ew PROPOSED 5' PRIVATE 4 4� TW / DRAINAGE EASEMENT ll.z \ l Ill ii /yi, \ 4z8 BW ��/Q 432TW 41O 4 410 PROPOSED zo' PRIVATE //o° 83 42 BW 427TW DRAINAGE EASEMENT 1 EX-Do6 1 o ° 4o6.67 i' 'y /y 409.5 J 422 C) 41 4z5 PROPOSED WALLS TW /. � �B 43oTW (MAX. HEIGHT=6') 4o8.8 4 7• 418BW i \ 32 0 8Si 424 TW M � - i � / 402.9 �08 408.1 � ° � � � oX / PROPOSED DITCH NOTE: PROPOSED RETAINING WALLS l - --- So y , DL=1o" Q = o.z CFS EX -Dog My / y 2 5 SHALL BE ANCHOR DIAMOND PRO _ - LOCATION OF ROOF DRAIN TIE-IN 41O W 3.i ti V = 1. FPS \ \ 41 rw 3' z 79 "DAMES RIVER" LL 16 423 W GRASSY DITCH Olo 0.31 CFS I'ziTW 428 TW WIDTH = 5' _ / EX-Do5V O E 9 ) - / TE DRAINAGE EASEMENT IpROPO ED 2 No SCALE Dio 0 24 FT / _ PR POSED 10 PRIVA / V V \ 40 YARD D AIN4 (SLOP =2. % � 0 f,= EXISTING PRESERVEDYD-5 STEEP SLOPES 414 NOTE: SEE DRAINAGE MAP, SHEET 18, / ATCHLINE - SEE SHEET io 42z6Tw FOR DITCH DESIGN INFORMATION 30 m /407 B / \ \ N 13 TW �422� DL=10" Q = 0.37 CFS A�1x w 428Tw - PROPOSED TREE 2 -- 403 5 �W 39srw 404 �'V `/ sO 4z1_TW ��' PROTECTION FENCING 3.� 31 Vz 2.33 FPS 39 S 28 `° 4 w \ Ci 0.45 CFS GRASS DITCH \ \ ` �'\ 405.5 BW 41 TW ��� m WIDTHS' 4os TW D 0.29 FT Q 394 BW o 5 1/ 4z4 W NO SCALE to 398Tw �ol.z / coo p ��� a` \\\�41srw 43oTW� PROPOSED WALLS o / /" -- 7� �� 4 / / a 404.a �`; (SLOPE=4.6/0) n 2xoo A (MAX. HEIGHT-6 ) _ - �'c411 vv (MAX. NOTE: PROPOSED SLOPES STEEPER THAN �Z m Co r 398TW _ y \� 40413 - rw �3� 3:1 SHALL BE PLANTED WITH NATIVE STEEP y�� Q 39 6.5/ �> Ix 41oTW SLOPE MIX WITH ANNUAL RYEGRASS BY �m �� 404.5 i �� \ 423 BW EN ERNST CONSERVATION SEEDS AT A RATE EXISTING 100' STREAM (� ? ar ° 10 4 7 0 / \ \ . 429 T" OF 6o LBS PER ACRE OR 1 LB PER 1 000 SF. 400. I� -1 404.3 / \ 409 W PA BUFFER i �Srw�Ki6�MANAGED STEEP _ i� = CFS SLOPES ���� �Q 396rw 398 BW I �� �, §TW PROPOSED DITCH DL= lo" Q b/ C I EXISTING W _ C7\40z W/ 5939 O M ---_ 4 3.9-- � 04os414 B 427 TW 4� �: 1 V =28 FPS 404 0 20/ o M ° 426rw EXISTING 20' HISTORIC PROPERTY BUFFER z 3 �- B, 88 B o o �o 1 o i"' ���� ° °° B EC-2 JUTE DITCH Quo 0.73 CFS ° _ 0 y \ \ 402 BW 13 TW s' D = 0.26 FT /. 39 z°:� y,� W LO p WIDTH 394Tw �F I/ 403.5 O J 39 BW (/� LL, I� - 403 9 / - 'n:t d 13x ,4o6 TW NO SCALE I 8.5rw - Q �I If I� oo PROPOSED 18" YARD DRAIN to 39 -_�_� C7 W / 26 ��� 2 (SLOPE=23.7/0) 39srw j 49 _ '�IQ a PROPOSED8" HDPE 1 7 OT1 4oz g J 386 BW 39 n; 4°3 �=-8% ,, /^ _ ROOF DRAIN SYSTEM (TYP.) 425 rw\ I II 392 TW 4 o / ° ¢.O% ' MI W 400.g/ p 13 \ - i - - � ui1 L4�oz.4 sg/p �� - �3xs0 yo6Tw 6YD_4. PROPOSED10'PR / PROPOSED 8' HDPE �' � � -_ 402.5---�/� � IVATE s i 395 �- _ ROOF DRAIN SYSTEM TYP. 39$ -� Q n / ° / \/ 4 / 40o BW / i o�� 465Tw DRAINAGE EASEMENT TYP.) �� W -� _ 7.2� ° � � LLIQ � .° � � � oA �400\. �4 \\4176w ( i PROPOSED WALL o �m _ 401.9 4oz.oz o ---- �� l7 cp o 7>40o.z Fy z TW- \ 384BW 39zB h _O/p - \ �p0 // o\ \_ HEIG„ = 397TW ry /� _ i tOEM- (MAX. HT-6) 390 TW p p/ m L 399 6 + 0 399.5 t ?% o ry /� / O _ -'3989 F\1�+00 409Two16TW\ ' W -J - 4013 0 401. --- - �/ Z / H ry�° o\� \ 97SW PROPOSED 18"YARD DRAIN 0 II Z / e / \ o g8.z 396 402 TW \ \ W + 4�6/o II/ ^/ c� oA -lo W. oBW f 5•g/' ry lL Q cif oAo 397.5 16TW.k4�7 I„ ^ 400.7� 400.9 _ J ' rv_ / 396.8 O 3$z _ l7 co uI I 88 TW 396 TW 'y ; - 3.7% - - _� Q ' Gq �, o\ I + � o \W YD �ti \ O ti/o° o m/^ / RJ ^� o3,61z 4 SO ,396BW o TW 3; O � �� �_. ^?l0 � �-- 398'S ' - FFFc <402 / / w o\ STEEP SLOPESEXISTING I 39 a l -, 40o Q4o� yoo.4 `�lo m 4o�6oO G�9 co% o\0 39ss 4021W 4o46w W I� C l 6.6° % / F Ra c� o394.8 �F�F 396 BW o5 TW /o It F �40 o\ 8 „ 1W Q ❑ I / D. `�' ° � � oz TW �39 B 38o BW 95• _- W I� o W 1 F 4o 6j/ % o / )3 4_z 4 � / I 86TW 8 B '--_ •3/ _ ,yIQ ' 1.33 �GqR\ b' o\ �� \397BW 4o2TW - \ PROPOSED WALL j g4Tw „, �- 399.7� ggs ---_ l7 LOCATION OF ROOF DRAIN TIE-IN F,c ; g �, \� \ 403Tw (MAX. HEIGHT=6') 3 4.6 $ _ o IM _ 397•s o' �sloo A D z p � z.8i llf o 0 1 I- °398.67 // // 00 / F �R l // / 'y �i a a 9 r yyM 399• 399 3 �_ p 1 0 x - ri �\ �_' el / ! F� 98 0 / 39z.0 EP / 378BW 394TW W � y' / 3gg� °� G z rc ' PROPOSED 20' PRIVATE ID AINAGE EASEMENT TYP.) 5.83 5 0 5.4/0 „ u �/ 6j / �'�1�, _ ! 9 • y (" 384 TW 86 386 B lL � �� 397.3 �_ a �/V /� ,t� FF�� 96 6 /l gzrw x Tw LOCATIONF*l OF ROOF �1�3 �/ V 39j��G LOCATION OF ROOF DRAIN TIE-IN 2.3 0 389.5 8.0 '�3g 5 ) 39s.7 ROOF DRAIN TIE-IN � � //��� 33 /IFFFR�.9,S33 � �� 386 BW �y�16 24 - 396 S / � / 8 r� 3 �9�5 W 98.67 18 �� A oo.o A 396.7 ' 376 B 3.5 TW � V A 382 TW 384 W 39z.5r 394 7 1 91.o E \ 39 TW � 395.4 392•33. M 0 i i g I_ 9 11 N � __ 1397�9 ° ° .° a 9 i - 39 z5 / 0 P , flao 2•S% � x 396.0 � 396.1 a \ e 39 38gz � I / -- - I -i ( ) 394 -- 39?_7 -� \ go.4zrc v EXISTING PROPERTY LINE (TYP.) � 397•s � � EASEMENT TYP. o -- � � PROPOSED zo' DRAINAGE 3 �W �. a 399�0 - -- a _ � a °o - 388 TW 9. LL Q o If `393-83 P gz.o \ ; 39oBW---------- l7 _ 397.o O 396�.1% p Im -5' 39 .1 TC "HD a o.oEP @ �� 374 BW 8zi 5• /o m 391-4 O 38oTw --- I n. \ PROPOSED 8 PE `391.0 39 LF2 393Tw mlkp a -+ - _ 00 m % ROOF DRAIN SYSTEM TYP. go.5rc @ I r`'I.o 6. � � Im \� (TYP.) 39°a S P OSED zo' PRIVATE 39 5 o n I� 390• go. \ 388.83 EP >, �I rn 396. 1/o w v OURTYARD / s9.33T�° CV DRAINA SEMENT 11I I� - - - 11IU 394.00E a �. LL. Q W 3 8 .o EP 3 ----- ----- _ 1 - 388.5TC ��; / 3 1. �� 4 C �p ---- 380 395.9 I 395 9 yolo 1 0 3 � y � �394� Z 433 r -- - � Q I a PROPOSED zo' PUBLIC�o�S� DRAINAGE T - o 37zBW W 38 Bw-------- ----- _j 4x00 AINA EASEMENT 378TW 86TW p91TW n� Oo = \ / �:. (VZ, 38 39s4 I --r- I`i' W \ PROPOSED 18 YARD DRAIN J I I I 0�M -- �0�4 7.7 o, PROJECT BOUNDARY (TYP.)PROPOSED8'HDPE W o owlQ 392.9 386.67 ROOF DRAIN SYSTEM (TYP.) ti------- Lj_ . 394.8 N � ��39482.9% 9i - - - - - �o BW 86 BW I MI � � 37 3s�W �_ o - -�Ilm (Y) o ` STREAM INTERMITTENT _ S � _ � � u' �;'1 l _ EXISTING O 376 TW 38 go TW - rn 3943� 394.�.9% W * %fin � J � o YD 1 / �G��/� �� � p G D 2 *38 --- � \ 84.2BW O 386.z +c� - C9 o PROPOSED H WALL _ z n ° JL x391s 3s6rw �i o / co O ' MAX. H = 0 -- _ -- - _ w rr @ tL Q 4.g o 10 ------ - \ u 393.8 0l° 11 a \ M 6 0 y - _. 393s y �D IO 7 386TW v �o /cM r� // PROPOSED UNDERGROUND [A- --- o - I�t 5 O 86TW M /q� 385.5 O ' I 2o' PRIVATE �I 3.6°0 3933 11 PROPOSED DETENTION FACILITY �m I`4 L 3933,.) <U- 0 J �. DRAINAGE EASEMENT _ 3sg�5oEP �_/�� ti� 384.8 n� 368 B I LLI `-l913 a 396.92 EP 38g.83 TC ^/ p O 376�W 3846 IiIQ 6.1°/------- ------ �" O 391.4zTC / v 374 Tw I 39z.g o m f O 39 $ \ V o �382TW �88.5TW---------� l7 392.92. % O Im m ° A- o x �.., 3 384.6 / 384.1 / _ _ 5 EIGHT-6' y3 PROPOSED WALL � � - �' I`•" � ' ,i/ i`r`� @ (MAX. - ) o I r9 4,3% z 1°n M m \ I� ° 20 �, �� �� .� �<u/� �� � V� UG ' I I M ° 39 .5 + �� II ry • �� rn�-, 00 b 39z54.6% twi M ° o. 8 EP 0 _ 3 I �I m 39 5 3 Lu IQ 6.2% 3�---- LL --{� IA �9 \ 39o.gzTC 384BW / � j�� �0 � � 37 39z.z--------- I -- 38 °38z.6 / tL l7 39z.z2• % mlw go O ---------- ---- ? ".'IN 390•9 \ 9 379BW / PROPOSED 20' PRIVATE w° - mlrn LOCATION OF ROOF DRAIN TIE-IN - azrw/ $ / ;PROPOSED WALL 3 z�6� Mi1p 4.0% � - m N DRAINAGE EASEMENT 3 66BW ailm I 3 94.2/0 �IQ / / / 2B ;1 381.5EP 37 I I MAX. HEIGHT=6' rv,l ^' 391.g II l u x 6 B , Z, @ 382 TW al _ o a 390.8 / 37 O ( );, 366 W 374 W II I� --- -- ---- U- l7 �� A 38z.oTC O 386TW 3s7• ° w IQ % PROPOSED 8 HDPE LL 4 3917 00 ^10--------- ' I 391.7 yl I o �a o 3s2 w\ / ROOF DRAIN SYSTEM (TYP.) �� 36 / MANAGED T EP �O 1 \ OO FEMA too YR 3 7----------� --- �I o � � rn ° � , asrw � r � EXISTING S E @ FLOODPLAIN i � I a w I 1Oi ool 2.8% 391.5 0 ° 1 -- 386. 3746w�r _ PROPOSED WALL SLOPES 373 00 ML-m --- 39 4 .0% � I¢ 38oTW� (MAX. HEIGHT=6') @ 37gTW II 'r- U_ I� LOCATION OF ROOF DRAIN TIE IN 1B O 3 5 3a1 B LU 1-- / 371TW74 86TW 88.67 �IU3.2%� 3914 39 PROPOSED ��� 1A I \ � WALL �366MBW 39388TW 39orw - NOUSH COURT °k°0 s2g ' s BW g (MAX. HEIGHT=6')\ 7i� - - - - 37z TW 78 BW 9 50- -- - 7 2p 3 _ -® 0 @ w w �, 3a TW 1 388Tw ti \ \\ 1 PROP ED VDOT STD. EW 1 o Q 376 rw - Bw�37 4 �3 12 B� 376 B 374 6 BW 11 / IPRAP OUTFACE __ __ -_ 38o TW' 382 TW -- - 10 374 / j PROPOSED / ----OO - s Bw - --- - aoTW / STORMWATER �/ WITH - '� 4 3a3 BW 3 PROPOSED STORMWA I ER' / OF ROOF DRAIN TIE-IN 3gorw - _ - --- _ L 3� 3s46w a TW 6� MANAGEMENT EASEMENT j ;' \ \MANAGEMENT LOCATION 4' 390 TW �j - -�` - 370 \�3766w- / FACILITY _ I 76 BW 75 - --- - -- '382 81TW I e, 366. 38zTW \ 38z TW c - W - W W W W W ` /�v W NOTE: PROPOSED SLOPES STEEPER THAN w @ 3.1HALL BE PLANTED WITH NATIVE STEEP PROPOSED "HDPE OP N �� EXISTING STREAM SMIX WITH ANNUAL SS 8 SPACE \ - ERNST CONSERVATION SEEDS AT A RATE _ ROOF DRAIN SYSTEM (TYP.) I OF 6o LBS PER ACRE, OR i LB PER i,000 SF - - PROPOSED 20' PRIVATE / EXISTING STREAM-- - OO `- DRAINAGE EASEMENT - / IGRAPHIC SCALE / POLO GROUNDS ROAD 30, 0 i5 30 6o VARIABLE WIDTH PUBLIC R/W (SR 643 1 - - @ IN FEE 1 / --- - -- - ---- \�` / / inch = 30 ft. I ,1 O 4 / 1 �,TH 0� 00,4 1 SCOTT R. COLLINS' L� Lic. No. 035791 1�0�Als��IOIVAL E z w O U z O }} I.-_ en u) Of o U U Z W =) _j "' a O z < Z 0 Lu 1■■1 "' m Q w 0� 1■�1 w o w U) WLu O O N N Q \ M ,y .--1 M M N litQ 1 j N w N N w > LLj z J 1 Q '/^ �- VJ W Lu L9Lu M CD �/V Q p z J Q < u U O 06 m z LL] ul!� J `J V J Lli ZLu � cn p O LNLl 0. Jam (D 0 0 N w Lu In_ u) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 - Jf l 'Y( ) �,._.li ,lam es G PRESERVED LOPES , I EXISTING too' STREAM ' BUFFER I \c / a\ ° PROPOSED 12" YARD DRAIN (TYP.) / / 438.21 41 437-77�\ �437-B \ _ �� 4363s YD-i1 \�� PROPOSED 12" YARD DRAIN //fry / 43533� 9 JQ 0 %i YD-,.6 y. C4344 x4344 �4349 PROPOSED 1o' PRIVATE \ \ °� DRAINAGE EASEMENT vv 433-90 YD-10 ,� \ 433-36� 43333 �� 0 434.7 434 % v PROPOSED 8" HDPE ROOF DRAIN SYSTEM (TYP.) 432-7 434-s ue v � er .19 p 434.2 p 433-75 EP j rn \\ 431.85 / / i. V (� o �yX 434.z5 TC �t o PROPOSED 12" YARD DRAIN SYSTEM V YD-is ^w \� �� ���� 433.8 \ NOTE: PROPOSED SLOPES STEEPER THAN w �o N \ \ -Q� ti�6i �� 433.00EP, / v� 3:1 SHALL BE PLANTED WITH NATIVE STEEP YD <c� \J\` 0 4332 433s0Tc SLOPE MIX WITH ANNUAL RYEGRASS BY \ �s 430•33 9 (� .n ERNST CONSERVATION SEEDS AT A RATE YD-i4 43z.6�X OF 6o LBS PER ACRE, OR 1 LB PER 1,00o SF. _\�s -00 SE 8 Y DRAIN o PRO D 1 YARD 428.82„ � �� � �<(� � V 'O� 431.9 T A\\ yy \ �o /o \s-00 / 33 6 PROPQ ED 18" YARD DRAIN w I v \\ 0 436 TW s 433 B I 436 38TW ROPOSED 20' PRIVATE �. / IX 426-74 / ?)�/�� 4300 DRAINAGE EASEMENT �� V� ti A \ - �DL= 1O" O = 0.28 CFS �• 2 2 4C�C/Q.� � � 4z9.1 x� 43z W ��� 4 o y 38TW ds 1 V = 2.10 FPS \ 28.z / / EC-2 JUTE DITCH O - o. CFS \ - 10 35 \ g 42471 "LOCATION OF ROOF DRAIN TIE IN i 4 WIDTH / ° 39 Bw D = 0 23 FT NTH 0� 0 SCOTT R. COLLINS'�i U Lic. No. 030791 � 1�0 11'SJONAL U) Z uj 0 U z O J fl- u) O U U Z W J o "' a O z J � OLU Lr)H m J i Q W � H W � o W WLu ce cif 0 0 N N Q \ M iy s 4z733 �� NO SCALE 10 z 4D 8 / \ 427-0 430BW �y 44oTW (SLOPE=11.7%) 1 s �4 TW PROPOSED DITCH _ 42 22. 5 Cl?- !!! �/,, , ♦lJ PROPOSED 8" HDPE ��//� 9 436 BW �" / O 42BBW 44oTW ROOF DRAIN SYSTEM (TYP.) o� 'A 432 TW I , co / 0) O 4z4.4 PROPOSED WALLS 21.0 �4� ���>423.6 " 438TW (MAX. HEIGHT=6') o 43oBW �� 4 .1/vu 4z3.0 436 TW y 0 50 30 BW 419• 7� �i /, ° 436 TW YD 9 �� /� 0 4zz.3 N 418.4� C) a pi % 4 41$ 33 Q� p / 1^i 421.6 1 428 BW 4yi O �'8o iy �/ 34TW N i EXISTING MANAGED STEEP y �� - V �� ��` ° CV y N 1� G�i 0 4zo.8 SLOPES PROPOSED 12" CLEAT (TYP.) °0 N �� o v0% NOU4 W 420/ 4 - NOTE: PROPOSED RETAINING WALLS YD-7 0�/ 9 .0 TW :26 BW SHALL BE ANCHOR DIAMOND PRO 48 YD 43orw EXISTING 2o' HISTORIC PROPERTY BUFFER "DAMES RIVER" LU 419.1 3 422 BW 3 75 \; 4 0TW / 418.2 433 B 3F \ � ° y� 433 TW a, / 1.9 \ 4iz8826 EN PROPOSED 18 YARD DRAIN U) M /U LOCATION OF ROOF DRAIN TIE-IN YD-6 417.2 412.z6�� �' � /M i /420BW �� SPACE W LJJ ;� �' /� / 425 TW W V ,�%/� r' 3BW Q <(//� po �� 33TW / 4I16 � 415.4 4 B W H� 410.2 �41 ,B / 3z TW Q �% p� 4z3 TW DL= 1O Qz 2.03 CFS x 4�45 �h' /. 4 BW �, 1 V = 2.88 FPS 0 PROPOSED 8" HDPEl c4j /�� oo y 34rw 3 z I ROOF DRAIN SYSTEM (TYP.) �cki�� 424 BW EC-2 JUTE DITCH Olo 2.5o CFS0 408.1 413 7 43o TW WIDTH = 5' W „��� D = 0.52 FT / 1p, y� (p 63i 46 NO SCALE 10 ry /y ° / (SLOPE=z.8-6.7%) ZD EX-DO7 � ,v- nr 412.8 ���� ti� PROJECT BOUNDARY (TYP.) � �, � � \� 41z.o � � � 405 96 J O / $ 415 BW / PROPOSED PRIVATE / ` O ti /" 11.2 4- TW DRAINAGE EASEMENT Q� U _l CD - ; 5 v\��<U/Q/\\ \� y 438TW / ul ---q 410.4-420 423. BW PROPOSED 20' PRIVATE 4z7 TW DRAINAGE EASEMENT 0 / EX-Do6 ' 406.67 y0 /o ti J \412 W 409-5 - l \ ko S. ° �O 41 TW 4258 PROPOSED WALLS / W Iox ti� 430TW (MAX. HEIGHT=6') _ 00 -- / 408.8 (� 418 B W ��/� 32 407. $S� 424 TW / V 0 8 408.1 � 0 �/ PROPOSED DITCH -- so EX -Dog 41 / °� � \ \ 1 410W M� LOCATION OF ROOF DRAIN TIE-IN 41 TW \ ' / 16 423 W / oC a� \,22TW 428TW i PROPOSED 10 PRIVATE DRAINAGE EASEMENT / J Q m � EX-Do5 '� � Al \ / \ PROPO ED 24" V ` 4° YARD D AIN / x0 YD O � 0 1 44 4z1 B�6 ATCHLINE - SEE SHEET O r 4zo TW 26 TW W \ N `V �413TW J 30 a A / 422� H �•/ � ` �aX �35 w 428rw PROPOSED TREE -- 6BW o. 'So A- TW U 39 PROTECTION FENCING 398 TW 4 3 5 o o �\ /' V � b P FE / rLu 1 LLJ l S 28 409BW / O W 4 5.5 41 TW \ �W Q o I M \ �_4o8 TW o BW Q 394 BW ! �I� S V A 4z4 BW ]�A�']�IC SCALE a O 398TW o io 4�3 43oTW� PROPOSED WALLS � JOB NO. Q� �J oi.z oy. S•1% 0 7 418TW / 30 0 15 30 6o C \ �` (MAX. HEIGHT=6') 404 8 rt ��Q �x00 V 1 431 NOTE: PROPOSED SLOPES STEEPER THAN 182150 392 BW _ m 398TW }Q ' _1�7 _ ` 404 B 411TW �3c 3:1 SHALL BE PLANTED WITH NATIVE STEEP / j�� �� 4045a �` `>plx '��41oTW\ i� SLOPE MIX WITH ANNUAL RYEGRASS BY IN FEET SCALE 423 BW EN ERNST CONSERVATION SEEDS AT A RATE ) 1=.30 Z p l0 4 �% V �\ a 42 rw� p OF 6o LBS PER ACRE OR 1 LB PER 1 000 SF. / I inch - 30 ft. may- \ \ 1 409 W P/-� 'Li l� _ 4°4 3 \ 2x 1 16 39oBw BBw --__ LL i� S0 4 srw�w SLOPES SHEET MANAGED STEEP SHEET NO. / \ a zzTw PROPOSED 396TW 39 ---- l7 ED DITCH \� � 421 BW i �399 TW __ g/o \ �<4 B I _ ~ �, \ 08 414 B 427 TW k - O M 403.9 404.0 2% \ 4 Tw 4zoTW \ \ EXISTING 2o' HISTORIC PROPERTY BUFFER ", j' 1� �° N � - �o 0 i� \ CT A 5 50 VERTICAL GRAPHIC SCALE 0 2.5 5 0 IN FEET 1 inch 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET 1 inch = 50 ft. 14 395 PROPOSED GRADE- TERSECTION OF WESLEY LANE & WESLEY CIRC SIGHT DISTANCE PROFILE OBJECT=3.5' 395 390 390 lD U? ri �t O L(1 l0 N L!1 I- 00 0) 00 L!1 p1 m r� lJ l0 lJ ry) m r-I N I� LP1 f /1 O M N M O O O ri O ri ul O ri m ri O N M Lf O N M l,D O N ri O N I� O N 00 0) N Li) m .t It It .t It It I M It M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 20 425 420 425 410 405 400 395 390 385 HEIGHT OF OBJECT=3.5' 38o 200 435 4: 0 Z STING GRADE � 425 INTERSECTION OF WESLEY CIRCLE &ARCHER AVENUE SIGHT DISTANCE PROFILE LINE HEIGHT OF EYE=3.5' HEIGHT OF OBJECT=3.5' 425 420 415 405 400 385 375 ' ' ' ' 375 lD I� c I N 00 l0 m O L,0 LO Ql N L! Ql N N U? O M Ol It Ol Ln 00 N I-1 ri U l O M I� 00 00 0) Ol O O ri ri N N nm m rn rr) M rn It It It d � 430 425 420 420 INTERSECTION OF NOUSH COURT (NORTH) & WESLEY CIRCLE SIGHT DISTANCE PROFILE 1 45 1 45 HEIGHT OF 410 EY =3.5' 410 /C�,115 LINE OF SIGHT 405 s�G�' si GHTDISTANCE, 405 HEIGHT OF /' / � 2$O BJ ECT=3.5' 400 \ HEIGHT OF OBJECT=3.5' PROPOSED GRADE 395 395 Ln l0 I, Lf1 00 01 00 ri ci O l0 It l*l Ol N Ol 00 r-I N N 00 n M N M Il, N L!1 n O O 4- rr) O -It r-I 01 O H It -t L!1 O N .t It LD 01 O N It It N O m It It N ri O M -It It ri O1 O N It � 00 01 M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 425 425 420 EXISTING GRADE 420 415 / 43-5 410 410 HEIGHT OF 1 EYE=3.5' LINE OF SIGHT 13 N� Q\5� PNC ;9 405 s�G 405 HEIGHT OF si OBJ CT=3..5' / GHT DISTANCE,-- 0 �S'COTT R. COLLINS� L� Lic. No. 035791,�Ll 1�0�Als��IOIVAL��E Ln z w 0 U z 0 a U) cif 0 U U Z w � J "' a O z 0 Q w (� \// w � H w � w WLu 0 0 N N Fw- O O iy .--1 L9Cn ti M z M N ®�z lit 1 LL Q N O N W > < J (1) z J ' Lu J � M � LL w 1..1..1 O 00 c� O'*'N/W J 3� (, 0� U z Q Q 0 O M 1 Q CO LU � J J (1) ul LU zw U)O �-- O W Jam HT OF O :CT=3.5'0 O N w v ~ Lu w O w a u) JOB NO. 182150 SCALE 1 "= 50' SHEET NO. 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+5o 2+00 2+50 3+00 3+50 4+00 LANDSCAPE & TREE CANOPY REQUIREMENTS 41 •] 0 / i / J TREE CANOPY REQUIRED: TREE CANOPY PROVIDED: EXISTING TREE PRESERVATION & STREETTREES TO REMAIN = 0.45 AC 75 JN PROPOSED LANDSCAPING = 0.76 AC TOTAL TREE CANOPY PROVIDED = 1.21 AC 2 UAP / NOTE: MATC H LI N E - SEE SHEET 3- PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: 1. STREET TREES PROVIDED 50O.C. AND 5 -10 FROM PROPOSED UTILITIES. A' \ / -. - 3 REQUIRED LANDSCAPING 1/10 SPACES = 28 SPACES @ 1 TREE / 10 SPACES = 3 TREES REQUIRED 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE / TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 7 TREES PROVIDED MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OFTHE PLANT. - - / UAP HISTORIC BROOKHILL 4 ��, 28 PAT HOUSE PARCEL 7 3PIT i � 1UAP s pco ��� \ — POLO GROUNDS ROAD RE -VEGETATION PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY ASL ACER SACCHARUM'LEGACY' LEGACY SUGAR MAPLE 2-1/2" cal. 9 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 17 MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA 6' ht. 5 LSR LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA AMERICAN SWEETGUM 2-1/2" cal. 2 PT IPINUSTAEDA LOBLOLLY PINE 4-5' ht. 16 SCOTT R. COLLINS�, L� Lic. No. 035 791 � �-klxsIONAL E��Z 2 29 PVR 2ASL, , / v I 4� ti �� \� 1 s �SL�C l\ 5 JV O �AP' 102 JN PROJECT BOUNDARY (TYP.) ¢ z / O JGO wCID Lu 2 LSR 3 v < A 0 Q LIMITS OF I o zASL '�_ - I �� 3PT m GREENWAY (TYP.) z 2 NOTE: PROPOSED SLOPES STEEPER THAN /I■�I z J \ \ AlS 0 �/'0 3:1 SHALL BE PLANTED WITH NATIVE STEEP w -' TOiQ/ FB/� of SLOPE MIX WITH ANNUAL RYEGRASS BY a �= � ! � ` � ' -- �` �` - � � �� - � C'y ERNST CONSERVATION SEEDS AT A RATE p OPEN r; c,SF yi�� K / I A �� BUF OF 6o LBS PER ACRE, OR 1 LB PER 1,00o SF. U) / I '�FR SPACE C= �; Lu I ; i o. ACRESO 10 GOOf 79 fi� 3 JV Nq � w �� � ---- � 'I TClNr� �PROPOSED LIMITSD � PS OFTREECLEARING'v �\ o/s� \ �00 \�.. SC,gp�eClcF� PRO POSED TREE J _-'-- RO PROTECTION FENCING ,a ° O G .. j8JN _ �- 3P . 4 \ T rl 4 J ° -� w o 0 3 i o 1 QS :1714 -4 I _ w Lu / LLJ ° i I 2 LSR Li I 4. r ' J - I ' -., _i 3 UAP I1 PT / 1 1ASL � L9 Cn Lu _ I Q ` 2 UAP _ _ - - C it ° z, M a 7UAP w. o W . R _ z ° O / / o O 54JN (a no I it —_—�- I I - I i I ° ° 1000, 5 / �OUR O I � � �� 2 CFI F 6 CFAS I ` ° _- 7oNHD ! /iASL / I _ kD i � Q 4,Q I --- s------- I 2 CCU d\ �u / > DC e -- I I LU FYI / _ -- +i / / J Z I = Ii -. Q _ Z - -- -� -�o �./� 3 Qs O / - - cv / J 1 X ° ° -- . I r- 0 F— E Z s - �--- I I -------- ----- - L�11 _ W m Q EXISTING PROPERTY LINE (TYP.) M� UAP '5 J — EXISTING STREET TREES ----- --}---_ JVJ 0 Z SEE APPR --- - _ -- . ROAD PLANOVED (SUB2B 0 70 ill ) — ° -- / (� O cp / 1 / �O ®�eo I J V' II ~ -- 8 W -------------- v .I +— O 3 LSR °° 1 JV/ CSC � - - — P. 3 MV ° ° � I I ( EXISTING STREAM PVDB - 4 UAP - On O 0 0(-)O C@ Oo Oo, ;, 5N 158 - S Jam 0 0 O N VARIABLE WIDTH PUBLIC R/W ° ° ��8 ° + AD gv�FFR LINOS ° ° ° % EXISTING POLO w II - ° ° o o®�g s ° PROPOSED TREE 1 LSR ��®®°° o PROTECTION FENCING GROUND ROAD BUFFER / G POLO 0.305 ACRES NOTE: PROPOSED SLOPES STEEPER THAN PROPOSED LIMITS - ®- 3:1 SHALL BE PLANTED WITH NATIVE STEEP �' \ 0 - ����° OF TREE CLEARING - BUFFER SLOPE MIX WITH ANNUAL RYEGRASS BY \°, ° °°��ao _ ° ° 36 ACRES CONSERVATION OR 1LB P Ri 000 SF. ERNST ERA RATE 11 JV �° °w�8° ` ` °fie a° OF 6o LBSS PER ACRES, \ ✓I p0z0 5 MV S ASL A — �o o$ r / -ems v v GRAPHIC SCALE Y14b /� j� ` b �U /� % I;� \ 30 0 s5 30 6o l TAT 1 V �/� e 0 O RAT URA 0 0 �' DtT ow8 y . �� gP�ANTFD ��STVRgFO 1 LSR 6 ° �- 17 LIB kDSCgP gup%F v s v ( IN FEET ) �j�r FOgUFFF R \ \ 1 inch = 30 ft. o R \ ulU) —1 W zw ' O 281GS J I - ��8 V STORMWATER / O - - ° ° 1 v L ° MANAGEMENT r / --°° � FACILITY �� � EXISTING STREM A' I — a 366 -- EXISTING 30 3 MV / LLJ LANDSCAPING BUFFER / o, b 5 J 6JV EXISTING POLO GROUNDS ROAD 10 PT � �� S MV i STATE ROUTE 643 � II '�1=, _-- EXIS TING NG i P ` I POLO GROUNDS ROAD PUBLIC 4ASL \3o w,oEP ° 0% Oo VAR. WIDTH PUBLIC R/W n° RO OLO Go 1 LSR Lu w w a Ln JOB NO. 182150 SCALE 1 "=30' SHEET NO. 12 PLANT SCHEDULE: SYMBOLI BOTANICAL NAME COMMON NAME I SIZE IQUANTITY CANOPY TREES ASL JACER SACCHARUM'LEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 10 LSR LIQUIDAMBAR STYRACIFLUA'ROTUNDILOB4' ROTUND[LOW AMERICAN SWEETGUM 2-1/2" cal. 27 INS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 UAP ULMUS AMERICANA'PRINCETON' PRINCETON' ELM 2-1/2" cal. 30 QS QUERCUS SHUMARDII ISHUMARDOAK 2-1/2" cal. 1 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 j PIN US TAEDA LOBLOLLY PINE 4-5' ht. 13 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 36 JGO JUNIPERUSVIRGINIANA'GREYOWL' GREYOWL'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 1 20 1 329 1 6580 ULMUS AMERICANA TRINCETON' 1 30 1 397 1 11910 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, #iz GAUGE WIRE WITH HOSE / s \ w_ s i HT. OF TREE - - - l AND TURNBUCKLES LOOP HOSE / ` = AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS F / FOR ADDITIONAL INFORMATION. y / / r \ �� AMENDED SOIL MIX w COMPACTED SUBGRADE UAP' v O / \ j /��! / 3Ns \ Tree Plantingand Staking Detail ',4 w g 9 �� V 3 LSR Not To Scale _a J O /d y, I i� ram, �l ,�.Landscape / Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE i Oj / 434 ! ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. i - I / ` 1; /,�III\ PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. i AY)" r. o / NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT Q LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL �J y ! w TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE �O AV' ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE � ti 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 TOTAL: 33206 i / \ ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. LANDSCAPING CALCS: NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS f APPROVED BY / BLOCK 8B 14.432 AC 5Jv TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. \ / a� /. / GREENWAY - 4.04 AC / / y , 43 ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE 3 UAP OF ANY I EXISTING ARCHER AVENUE & y / \� EXIS TNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A ' \ MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE / 1UA T POLO GROUNDS ROAD R/W NOT INCLUDED \ EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS r ' = NN.N' NOTE: PROPOSED SLOPES STEEPER THAN WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE OPEN SPACE WEST OF STELLA DRIVE - 1. AC - O� JF 3:1 / SHALL BE PLANTED WITH NATIVE STEEP GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR 5 H �° 38JG0 \ 0��� SLOPE MIX WITH ANNUAL RYEGRASS BY TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND BUFFERS WEST OF ARCHER AVENUE -1.49 AC �' '� N OJ ERNST CONSERVATION SEEDS AT A RATE 7 TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN TOTAL: 7.402 AC rv, �� �O�\ OF 6o LBS PER ACRE, OR i LB PER i,000 SF. DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. DNS ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC EXISTING LIMITS OF MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). / DEVELOPMENT AREA & DENSITY = 110 UNITS/7.402 ACRES =14.9 DUA .1 `ilk l ' \ WOODEDTREELINE REQUIRED LANDSCAPING: 1 % OF 02 AC - 1.11 AC \ T CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL 5 7 4 * N / LSR \ I' / \ O�� DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES EXISTING STREET TREE CANOPY: 27 TREES 475 SF = 12,825 SF = 0.29 AC / / 5 �. �, ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT EXISTING TREE CANOPY TO REMAIN: 6 2 SF = 0.16 AC / _ - /; /' / \ % �`4 �`` SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR _,97 \ /' TO PLACEMENT OF ORDERS. PROPOSED LANDSCAPING: 33,2o6 SF - 0.76 AC / m TOTAL: 1.21 AC I /i \ �,� QLANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL 4z' C,Q AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS NOTE: A 20' BROOKHILL HISTORIC HOUSE �ZO PRIOR DELIVER BUFFER SHALL BE PROVIDED ALONG THE P TO Y. r" BROOKHILL HISTORIC HOUSE LOT. THE 20 -' � � �y � J O PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, BUFFER SHALL BE EXISTING UNDISTURBED , _ �'!`"��' AFTER FINISHED GRADING. BUFFER. � v, .a � � ,! , � �� v��; J��� MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM JEN v PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. 1 F 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 _ b / AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PROPOSED LIMITS IMMEDIATELY PRIOR TO ORDERING. 1 - / �� / OF TREE CLEARING 2 UAP / ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNER S RS ASSOCIATION EXISTING BROOKHILL HOUSE / ' PROPOSED TREE PROTECTION FENCING _ 1992 3.38 a / �co rly ,.. _ 75JN MATCH SEE SHEET 12 2 UAP S UAP HISTORIC BROOKHILL V f HOUSE PARCEL 28 PAT / I 3 PT p� 1 UAP 5 Q_- O i i ASL ��� I 29 PVR -- _ 5Jv GRAPHIC SCALE c �/ 0 A 1 _ 0 6 �� �- � _ � 3 5 ;. 3 �Q � � � -� � s � ��O � a I �y 102 JN PROJECT BOUNDARY (TYP.) 0" � �� �, A v 5 JGO - ( IN FEET � 11 30 ft 2 LSR `- - oo \ 3 PT Source: Va. DSWC Plate 3.38-2 ASL �'----_ _ / \ NOTE: PROPOSED SLOPES STEEPER THAN /yjsr lti8� 3:1 SHALL BE PLANTED WITH NATIVE STEEP c \ OiQ� FeR SLOPE MIX WITH ANNUAL RYEGRASS BY C O v ,H �S OERNST CONSERVATION SEEDS AT A RATE III - 401 OF 6o LBS PER ACRE, OR 1 LB PER 1,00o SF. � 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 Y u I 0 S'COTT R. COLLINS LD Lic. No. 035791,�L, 1�0�Als��IOIVAL E z w 0 U Z O ll U) Of 0 U U Z w =)J C) In Q Oz<LU O U0 m w � H w � p w V) WLU RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND o 0 DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED N rV BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. Q p M N 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION '� `1- 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. TREES TO BE PRESERVED AND PROTECTED. M Lu 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE T_ DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. C 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE C� FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED z BY THE COUNTY ENGINEERING DEPARTMENT. N 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, ® CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF M TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE d- TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT 01 TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. N O 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE C) PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE N co N FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. Q ce 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 L6 MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. J ' 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. > W Q W 00 _I 12L Q z County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans � < U (Handbook, pp III-284-111-297 for complete specifications) (2 O 1. The followine items shall be shown on the plan: U)Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); I Q ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; � ® Proposed trenching or tunneling beyond the limits of clearing. LIJ 2. Markings: ® All trees to be saved shall be marked with pent or ribbon at a height cleazly 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: U 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 he saved 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: _ I ILA Fires are not permitted within 100 feet of the dripline of trees to be saved. 7• Toxic Materials: O ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. W S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. El Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. co 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. O o 0 10. Tree Walls: ` V ® 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 Tunnelimg: Q When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling J under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. H 12. Cleanup:LU ® Prote ive fencing shall be the last items removed during the final cleanup. ­1 W 13. Dama Trees: d (f) ® D aged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. JOB NO • NOTE: IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 182150 REQUIREMENTS. 2/1/19 SCALE OWNE SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 1 -30 SHEET NO. 13 BUFFER - 0.953 ACRES LANDSCAPING CALCS: NTH BLOCK 8B 14.432 AC GREENWAY - 4.04 AC / / / / /� EXISTING STELLA DRIVE & / (1L T R. COLLINS'�, POLO GROUNDS ROAD R/W NOT INCLUDED ` No. 035791OPEN SPACE WEST OF ARCHER AVENUE -1.5o ACBUFFERS WEST OF ARCHER AVENUE -1.49 AC/5 / - ZONAL E / TOTAL: 7.402 AC r' / EXISTING PROPERTY //NOTE: SEE SDP2019-00026 BROOKHILL LINE -SUBDIVISION ' SENIOR LIVING FACILITY FOR PARCEL LINE BETWEEN TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC ✓ LANDSCAPING PLAN / VEGETATIVE ' BLOCK 8A & BLOCK 8B DEVELOPMENT AREA & DENSITY = 110 UNITS/7.402 ACRES -14.9 DUA �. ,BUFFER REPLANTING PLAN WITHIN REQUIRED LANDSCAPING: 15% OF 7.402 AC =1.3.1 AC - / THIS AREA OF BLOCK 8B. i EXISTING STREET TREE CANOPY: 27 TREES * 475 SF = 12,825 SF = 0.29 AC EXISTING TREE CANOPY TO REMAIN: 6 2 SF = 0.16 AC ,97 � 14 � PROPOSED LANDSCAPING: 33,2o6 SF = 0.76 AC / Lr) TOTAL: 1.21 AC z / w / 'EXISTING ROUTE z / / BUFFER ON BLOCK 8A-0 1.64 ACRES j Oz U �2 0 � Q z U � - Z w J o U) Q �( / / z o LU /�_ -�w ' BLOCK 8A �� _Lu SWM FACILITYQ�- //�j�j��� WP02017-00037 �� \\ ;! /J o WLu ce NI Y / / - / // �♦ � - % �� 5 UAP, o 0 PROPOSED BLOCK 8A /// ♦ - �� �� i / ui N N / / / / , ♦ \ GREENWAY -o. 4ACRE5 / wr" v-� _ _ �/ i I QQ� '� iUAP / / / / ` ♦ BLOCK 8A // '' I �� %% �, \� zA -- r s _ / ♦ v OPEN SPACE � '' / / / / / / / � ♦ 1.8o ACRES <P APPROVED FEMA / / / / / / / / / �, ♦ A ioo YR FLOODPLAIN / / / // / / / ♦ / � PROPOSED PROPERTY II LIMITS OF I l-_- - \ z LSRL9 / • � LINE -SUBDIVISION II � GREENWAY(TYP.) —/ zASL /40- / ♦ �� M // / / / /� // / / / / ! / ♦ PARCEL LINE BETWEEN \ oll♦♦ I 1 I OPEN -�M SPACE C= I o.79 ACRES BLOCK 8A &BLOCK 8B I /„ / N / � M 01e / / / / / / ` ♦ I LIMITS OF SUNNY DAY BREACH CV �� � INUNDATION ZONE / -- H / EXISTING ROUTE z9 O / 0, 38J - m — -` l - O /�BUFFER ON BLOCK 8B- __ -- I � --- --- CV / i r _ a - 0.� ACRES / © �� / // ♦ W 954 \ W- / V ♦ lu Lu PROPOSED OPEN SPACE B= I 0.07 ACRES ILL] -Z / / ��- 1_ / � - • � - UAP / / 1 LuLu m / / / �/ / / / \♦`. PROPOSED GREENWAY M �� Q TMP 04600-Oo-00-019A2 \♦♦ o EASEMENT -4.o4ACRES / � � o CROCKETT CORPORATION \♦ I / 54� o / - J D.B. SiSo PG. 40 vv♦ o ° o / j ° -- --- Cn , i o -- z Qs Q Q / AREA: 1o.614 ACRES ♦♦ Q ° / //_V% / ------ - -- - ���I� - -' \ • a (� 1 7o�NHD -_--- --�- ° °- - ------ ° --- ------ m 00 PROPOSED OPEN SPACE A \ © Q / �,C31I _k o BLOCK 8B r - -- Y o.64 ACRES ° � � ° / � � � d 0 f[— � I o -�� i - �I �1 W _ - - � U o ULLfRo � I— ' ° o ° O I / I- --� - z - / � "----��, m G O°OOO ul - M //e ---- —------- m - ° o / SEE APPROVED W \ ,��,, _ EXISTING ° / EXISTING STIR - L / ° / ROAD PLAN 7 7).' W O © ° 1`-\ WETLANDS ° // ( UB ° ° S zo1 ooii �I� --- I' ------ � O O - - ------------ o / �-- l n �• �� CIS Air G 3 I„ / / 00 ♦ C p 3 I I / - - - �: - _ SIR L Q / own '�- v1 i - � � � o � "°,.':�--•.►''\ I _r- i- _ -,,_ -- � CJ9 (OD ° U J/ Co' O © r IGS V s /� 44 �I / y / o / » no— -- w —„ °O +Lu w O H CC)_ - - O 6 J V � Z EXISTING POLO GROUNDS ROAD io PT a cn o � STATE ROUTE 643 � JOB NO. - A CC" EXISTING PUBLIC ROAD 4 SL C VAR. WIDTH PUBLIC R/W 182150 �� �� , ° '� GRAPHIC SCALE ��� � - � EXISTING POLO i. LsR � � GROUND ROAD BUFFER i (D 40 0 20 40 so y '� G o.305 ACRES NOTE: PROPOSED SLOPES STEEPER THAN SCALE i EXISTING POLO v o r 3:1 SHALL BE PLANTED WITH NATIVE STEEP ►►— f GROUND ROAD BUFFER © O- o SLOPE MIX WITH ANNUAL RYEGRASS BY 1 -40 / IN FEET 0.536 ACRES © ERNST CONSERVATION SEEDS AT A RATE ( ) / � � O S PER ACRE, OR i LB PER i,000 SF SHEET NO. 1 inch 40 ft. < o - ° F 6o LB R O 0� 14 (_, c, r SCOTT R. COLLINS'� Lic. No. 035791 7� IT ;P0 4SI01VAL Zsw �2 W o to CO W W U) _j Q W Lr) H m J Y// / // // � L z Of r / / / i ✓ v. W / - - - - --------------- f , /- - - - ------ f ,------------------------------ a / O O i i HISTORIC BROOKHILL rY /, /, // / r/ ♦� i/ // ���_ /1� l HOUSE / / / r v♦� / v /i I .,� �� PARCELL9 M e` " i a IX � N 1 �SS S- (� �N EC - - _ � T/ / # W N co / - \ // // // // / / / / // / / ♦♦ ®® \ / W Q j °i C<F, \\,` it / Q Z - m Q iLLj / W z2 C/ G , \ / / / / ♦ ♦ / - PS #�/\ � / �% / / / / ♦ ® A /LuW Q y / / / / CROSS ♦♦ o R SECTIO —- _ —a Z - ♦ Q ® - v' � �1 ♦ � � � i I - _ COURTYARD / O J , , r • F �4 \ - z - -- - L9 NI 0 --------------- Lu i z 470 --------------- V J m - - % �<v o ® -- W �` ® I ® ° - -D �- U..� / i M ' I w p I - i I - 1 _-- --- ---- / - - - 0. �_� _ I /Lu :I _ - PROMO E / w � I _ � � STORMWATER-� i / ®� V / y A NT ' - _ --- — - - LIB / / ` i _ FACI ® - STING POLO EXI a -- GROUNDS ROAD � � �.�,� -, � �- / Lu V W H _ W - _ 0 W JOB NO. 182150 GRAPHIC SCALE 6o 0 30 6o 220 ° \ SCALE Y IN FEET ) - ®� � • � SHEET NO. 1 inch = 60 ft. ® ° 15 ®� 0 _-' I -450 440 ROPOSED GRADE 430 - 420 41.0 400 � SWM _390 _ - - - N -- --_� _ --- _ POND $p � � - 3 370 360 I —440 II I " -"` II II 42 II - _-- AREA EXISTING GRADE - - � ,- _ - -__ -- " _ -` -'" lAl- 320- "�" _---�--`_ - -- --- ,-- �� BUILDING 1 BUILDING 3 __ � (G .33) I ( GAR=�93.33�--- _i------ ---- __- - __-- Lf1 O 00 n ^ Lf 1 rl ^ M ci O1 M 00 M O O 00 00 M O O 00 00 M O O 00 00 m O O 00 00 M N rl ^ 00 M M pl N r� M OD 00 00 Lf1 M Ll? l0 Ln M t Lf1 W M N l0 00 L.0 M O 01 rl 1p M O O N I re) Ln N rl n M rl rl Ol n M 01 M 00 M O O 00 -.0l0 M O 01 n M l0 rl O r� M M L.O U? 00 Lf) p 00 r-_ M M 0) O O O N LA a) LA M M l0 O O 01 N O LT r-, M M r T N l0 0) r� M- M M pl � T rl n CA r,, M M M 1p 00 � l0 00 n M M M M 00 m M t N 00 N r� 00 m M H Li) r�M 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 450 - 440 430 �___----�_------ 420 ____----- 410----------- - - 400 _____.----- _ 390 - - - - - - - - - - - 3$0 370 360 _____-------"- ______----- EXISTING WOODED AREA - - � EXISTING GRADE 25 -_ __-- HT. -' _-- ---- --- --------- ------ EXISTING WOODED AREA ----- _ �__� - - PROPOSED GRADE 25� - - - - - HT. _ _ - - � BUILDING I -BUILDING 3 - - - , `-- -\ ----- ----(GAR=396.67) ,-' (GAR=396.00) BUILDINGL -- ---- -' (=384.0) � GAR o 450 440 - 430 420 - LF10 400 390 380 _ 370 360 f - - l0 Lf1 L!1 00 M Ln 00 M l0 00 M O O 00 00 M O 01 n r� M N M lfl M N N - L.0 M 1p 1" L,p M O M H n M rl Ql ^ M It 01 H 00 M It l0 N 00 m It M O 00 M O rl 00 l0 M L!1 OR 00 L.p M It 01 r- M H O r- 00 M N rl 00 M O O M lD 00 M n M N lA N n M a) I M 00 Ln 't 01 r- M M n rl rl� N Ln n M 00 m M 00 L.O nY Lf1 l0 01 Ol M M N M O0 N N L- 0) 01 M M Lf) lfl M O0 N H 01 01 M M N N M L) rl LA 0) 00 M M M 00 00 � 410 00 00 00 M M ul M N 't L!1 00 00 M M 00 O O0 1p rn l0 00 I� m m O O m M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+50 19+00 1g+5o 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 CROSS SECTION #z PROFILE 470 EXISTING WOODED __ _----- 470 460 AREA ----------------- 460 450 ----------------- 450 440 --- ----------- 440 420 ____---` 25 EXISTING GRADE HT_ EXISTING WOODED PROPOSED GRADE 30 420 410--------------"---- _ - - - � \- AREA - - - - LF10 Opp------- ----- --- - ----_--- _- ---_-- �,_ 25 --------I_ - - -I- --- -- ---__ ' 400 390 - - HT. -BUILDiIVG 2 -- ----- 3$p _ _ --a------ -' ' - - _ ---- - -- (GAR=400.50) 3$O 370 - - - _ BUILDING 6 = (GAR=384.00) 6 37 0 rl Ol It Lf1 It Ln O 1p -t L!1 1p 1p c-I r ri O M N Lf1 M 0) O0 Lf) M 01 M Ln LD It M 01 It O O M 00 M O r-,01 O H CT) M H 't O 00 L!1 O O 01 1p 00 n 00 N 1p M 00 H 00 01 LD LD N O H N O O It 0) l0 01 M O O O O 0O m LJ 1 O rL H O 00 01 Ln 01 00 Ol M O l0 00 OO L� O 00 f 01 L\ 00 00 Li) 00 t 00 r�,00 00 1p 01 0) O O t\ 01 O O O 00 L(1 01 O 1t rl 0) O M M 01 Ql O lD CT) 00 �t � 00 00 M rl 00 M rl O 00 00 �t �t M �t M M rr) �t r*l M m M M M M M M M m �t m't et M �1 M .t M M M M M M M M M 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+5o 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 CROSS SECTION #3 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch 5 ft. HH1ZONTAL GRAPHIC SCALE 20 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 �S'COTT R. COLLINS L Lic. No. 035791 7� 'SIGNAL E� Ln z w z 0 U z O J d 0 U U Z LLJ � J Ln a O Z J 0 Q LL m Lu -' (� LY w L1J WLu 0 0 N N Q \ M M M N z Q N w N N W > < LLI J z Lu U � Lu LL O O J � z Q u O z M:U O H Lu V 1 Lu Lu Z) J ul zw = Lu ~ O J w O 0� oC J co 0 0 N Lu J v ~ Lu w O Lu LY = a JOB NO. 182150 SCALE V: 1 "=5' H: 1 "=50' SHEET NO. 16