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HomeMy WebLinkAboutARB202000012 Plan - Approved 2020-09-23GENERAL NOTES OWNERS: TMPo4600-oo-oo-w.Boo (PORTION OF) TMPo4600-oo-oo-o29A2(PORTION OF) HAUGH, CHARLES R & E J OGLESBY JR CROCKETT CORPORATION 435 PARK ST 435 PARK STREET CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 2oo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-ol800 (PORTION OF) 046-oo-oo-oi9A2 (PORTION OF) D.B. 731, PG. 690 D.B.515O,PG.40 23.95ACRES (7-404ACRES) 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, 2oi6 BY THE BOS WITH CONDITIONS. TOTAL PROJECT AREA: BLOCK 8 - 25.907 AC (CODE OF DEVELOPMENT PARCEL AREA = 25.8 ACRES) BLOCK 8A- 8.55AC (SENIOR LIVING FACILITY CURRENTLY UNDER REVIEW WITH SDP2019-00026) BLOCK 813 -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: 1io MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL ALLOWABLE DENSITY: 52 UNITS (MINIMUM) To 154 UNITS (MAXIMUM) - 2 DUA TO 6 DUA FOR THE PARCEL BASED ON 25.8 ACRES PROPOSED DENSITY: 1io RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8B) 87 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8A- SENIOR LIVING FACILITY) DENSITY = 197 UNITS If 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 AGAINSTTHE MINIMUM OR MAXIMUM DWELLING UNITS IN THIS BLOCK. REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = o AC GREENWAY = 5.1 AC OPEN SPACE =4.oAC BUFFER =4.oAC TOTAL OPEN SPACE REQUIRED =13.1 AC OPEN SPACED PROVIDED: CIVIC AREA: o.00AC OPEN SPACE: BLOCK 8A:1.8o ACRES BLOCK 813: 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: i. 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 25' 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 2o18. DATUM: NAVD2988 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 4.17OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENTTO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 8 SHALL BE DEVELOPED IN TWO (2) PHASES (PHASE 8A AND PHASE 813) 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: 210 GARAGE SPACES & i10 DRIVEWAY SPACES TOTAL+ GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: i2oUNITS /4=28GUEST PARKING SPACES + 220 PARKING SPACES = 248 TOTAL PARKING SPACES PROVIDED: 42 PARKING SPACES +110 GARAGE SPACES + 110 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 Aioo-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 52003CO28oD, DATED FEBRUARY4, 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 32-7.9OFTHE 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 86): 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 BUILDINGSIDRIVEWAYS: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: 2io 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: 2. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 28.4.3.2. 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 PIMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 110 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 645 ADT (322.5 ENTERI322.5 EXIT) AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER/4o EXIT) PM PEAK RATE - 0.52 VPD PER DU = S7 VPD (38 ENTERIiq EXIT) BROOKHILL -BLOCK 8B ARB PLAN Paty Saternye, Digital Signature ��. Approved Plan RIVANNA MAGISTERIAL DISTRICT September 23, 2020 ALBEMARLE COUNTY, VIRGINIA i BLOCK 4 BLOCK 8A APPROVED ROADWAY UNDER REVIEW SUB202700227 LU Z) Z LU 1 ( LU v = U J m V �a ¢ z� Z �3 � W;I w LosI'll N1 { A uGl �z A \ is n 1 \ cm 2 no y Z 1 � BLOCK 8B \ I I I I 1 ` I 1 I I GREENWAY AREA TO BE r �/ LATTED WITH BLOCK 86 / DEVELOPMENT / I I I o 0 0 0 0 0 LIMITS OF GREENWAY 0 0 �° o o ° � 0 0 o I 0 0 I o � 0 I 0 i o i 00000 1 p I p ° p 00°0 O e 1 0 /® O oGo 0 0° 0®I/ __Tl SALAMgNp PROPOSED ROADWAY EXISTING PUBLIC ROAD UNDER REVIEW / 57'PUBLIC R/W �SU13201800115 ----- ------ - �- - - ----------------------- OPEN SPACE 12 COURTYARD OPEN SPACE c OPEN SPACE /GROUNDS ROAD BUFFER EXISTINGPOA ORoR06SV NpSROAD OW�pSH PG. 263 PUBLICRIv'/ (� VAR. o 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° O p 0 0 ° ° ° ° ° ° ° p O o° o° o° o 0 o° ° p ° O p o 7 0 o 0 ° ° 0 p o p o o p o U S POLOGROUN 1 Sheet List Table Sheet Number Sheet Title 1 COVER 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 SIGHT DISTANCE PROFILES 12 LANDSCAPING PLAN 13 LANDSCAPING PLAN 14 LANDSCAPING PLAN 15 SITE SECTION MAP 16 SITE SECTION PROFILES 16 TOTAL SHEETS SCOTT R. COLLIN' Lic. No. 035791 = 2000' ,w z O a k z LU r > z w r j Yl U O O Z w o Z O 0 < w w u Z co co^� j w ¢ ¢ H � w a w a V) V)LU BUILDING NOTES.• 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE LANDSCAPE BUFFER - - - - - - - - GREENWAY BUFFER - - - PROPOSED EASEMENT VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) -------- 200-------- EXISTING CONTOUR zoo PROPOSED CONTOUR 506.77 Tc 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw 506.21 Bw 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 OO Qo Qo 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT N N N LU o 0 0 ¢ ti M M L9Cn ti CYi zM Cn N N O W Cn N N w > LLI J J_ > LU LU H z 0 w ' LU I- Ul z LU LU F_ JLLJ ~ Q O ® O N U LU LU O w a = 0- In JOB NO. 182150 SCALE 1 11=60' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Namber(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007,approved on November9,2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR, TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019B4; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. 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 Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the Zoning in existence prior to the approval of this ZMA 2015.007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential Zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit ( ), g 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 Housine. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total numberof residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housingobjective through a varie of housing es including but not limited to for sale units, rental units, Jvariety S 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°/n) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify andprequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than 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') dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50'") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the P Y g'u , ( n8 ) salamander tunnels shall be the responsibilit) of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50's) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or in) 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- aid utilities. The requirement that the rents for such For -Rent Affordable Housing P eq 8 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 aresold 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 an interest in the For -Rent Affordable () eY Yr Y 8 HousingUnits during the Affordable Term shall contain language recitin that such unit is 8g subject the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J , P� 8 Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g 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 Tetra, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (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 b the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, 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 b the Count and VDOT as art of the Erosion and Sediment P Y PP Y Y P 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 I 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 I in the preceding calendar year, the denominator of which shall be the MSI as of December l in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediate) preceding year based on the formula contained P YP SY in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars S7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P 4 value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection,and vi the Trail Network, collective) referred to as the "In -kind k, (collectively 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 t issuance of the first 1 CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( ) g J 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 Paty Saternye, Digital Signature Approved Plan September 23, 2020 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements- Generally. The road improvements listed in paragraph 1C (the "Road Improvements")_above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad Overoass. 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 at) 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 I 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 Hleh 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 ihm 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. [Sipature Pages to Follow] Page 8 of 11 ;COTT R. COLLIN' Lie. No. 035791 m Z z w 0 O U Z O J a k D (A O U Z o �a 00J Q w m r m LUZ .. rx V/ > w � LU`H / (11 w �W/ IJ. w o 0 Q ti m 0 rNi N .--i v 0 Z W W r st, art Lnj7 Z J J 0 Cl? M N M t N CD 0) N N Q > LLJ J J LU O U t Y LU 5 (n LU LU LU C:) C:) N .i' z Q Elm LLI LL. IL 0 tY JOB NO. 182150 SCALE N/A SHEET NO. IA L :i �i `F- PHASE II INTERSECTION IMPROVEMENTS r A i ( 1 PHASE I INTERSECTION/�♦ r IMPROVEMENTS 4? e A e � f % \ , uO1OdI0Ulm cow TIME PHASE I INTERSECTION PHASE IV R ADWAY MPROVEMENTS IMPROVEMENTS , GUR BROOKHILLTRAf 0 `•I \\ \'�'' L PPRROOPPOOS5GGDD�_\ppOOyy�� \ r \ �pR0PO5 EET�p, ALg1000NNECTOR RDi I PHASE II ROADWAY IMPROVEMENTS \\ 1 PHASE I ROADWAY IMPROVEMENTS s , DN I J5 CONSTRUCT(UNEW WESTBOUND LEFT-TURNLANEONPOLO GROUNOSROAD WITH37SOF STORAGE. EXTEND WESTBOUND RIGHT. URN LANE ON FOLD GROUNDS ROAD FROM Se OF STORAGE TO .off' OF STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN I RIGHT-0UT OPERATION. RSECION2 LANE CONSTRUCTAN EASTBOUND ROADWAY LEFT -TURN LANE ON POLO VEMENTS- GROUNDS ROAD WRHip FEET OF STORAGE INTERSECTION 3 • CONSTRUCT A RIG HT4 41 RIGHT-0U ROADWAY ENTRANCE TO ROUTE as • CONSTRUCT A NORTHBOUND RIGH' URN LANE ON US as WOH 20 OF OSTORAGE. PHASING PLAN RSEEM A CONSTRUE TNOROVIDUND ROADWAY TO PROVIDE 6) LEFT URNIRIGHT-URNLANE RESTRIPEPAINTEDMEDIANTOPROVIDE WESTBOUND LEFT -TURN LANEON ASHWORA BOULEVARD WITHPRESTRI EOFSTORAGE. RESTRWE EASTBOUND ASHV/OOD BOULEVARD APPROpCII TO PROWC ta) RwHr-TOaN uNE SE IV INTERSECTION ZOVEMENTS -- _ RSECTIOON5 — -- - CONSTRUCTSOUTHBOUND ROADWAY TO PROWDE(s) LEFT - URN LANE AND of RIGHT -URN LANE CONSTRUCTAN EA5180UND LEFT. URNLANEONPOLOGROUNDS ROADWAY WITH PSO OF STORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AO: By: L" A_y� j, /L �CjHAR-LES R. HAUGH ,� � � By: %MNBiF gAw!!0_ Ql,�a.O�LAr #I L"W - IZABETH ANN OGL BY H GH Date: 71L" R' Z.0 j OWNERS of Tax Map Parcel 04600-00-00-01800: By: 1 ,/,a,/i/ CHARLES R. HAUGH, 7USTEE By: DOUGLAS[B.. OUMBY, TRUSTEE Date: J _ V—Ag 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: Q� f.5ts 7F J ,C Ann O. Haugh, Its Resident Date; %Y�y 8, god, 9 Page 9 of 10 0 PROPOSED SALAMANDER _ - CROSSING(3 TOTAL) z' INVERTED RETAINING WALL'"D CULVERT t \ �HEA1S WALLSYSTEM O`OGRUO \�\ N� SALAMANDER TUNNEL \ w r. T I. NI E E ROAC FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT 1 OWNER of Tax Map Parcel 04600-00-00-016110: HORNE LAND CORPORATION, a Virginia corporation By: Ann 0. Haugh, Its President Date: 81 %AQ f CA OWNER of Tax Map Panel 04600.00-00-OISDO: CRAFTON CORPORATION, a Virginia corporation By: Qhe-, t'ir "C fizos,oQn.L— Ann O. Haugh, Its President Date: Play Si'F AO / 9 Page 10 of I 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 O4600-00-01-018AO, 04600-00.00-01800,04600.00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019R4 WHEREAS the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Panels 04000-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-0I 9A2, 04600-00-00-0193 I, 04600-00-00-01963, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Brookhill Proffer Amendment ("ZMA 2018-I1"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1 D, I H, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT'S planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is required to pe •high P 9 dedicate in fee simple to the Count from 60 acres to 50 acres; and P Y WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public (rearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(IXa); and WHEREAS, staff recommends approval of ZMA 2018-I I. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the informalion presented at the public hearing, the material and relevant factors in Virginia Code § 15 2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 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 s't�: to zero, as recorded below, at a meeting held on July 17.2019. Clerk, Board of County Supv1sors a Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKee] Y _ Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Panel 04600-00-00-019B1: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company SCOTT R. COLLIN' ffLic. No. 035791 By: COG Holdings, LLC, Managing Member By: Haystack Corporation, Manager By: Andres Goody, Its President Date: S� 3/Za raj BROOKHML INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend Voinagemena Inc., Manager By: AAlan R. Tay or, is President Z Date: iyK rjw/j Rt � Z U J 0 U Paty Saternye, Digital Signature d k Z 0 U Approved Plan un CO LU September 23, 2020 z a O 0 Ln Q H w to .�� w Z '" a Ir V/ a� a1 CIL � Un W W Ce Page 11 of 11 LAR Lu C:1 CD Q ti m 0 N .--I \ v 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 0 WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Z Scale based on Albemarle Count 's 2016 Grant a lication; and program Y PP WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle Count staff. Albemarle Count Schools Division and the developer of Brookhill on theproposed Y Y � P alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle 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. t� I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct _ copy of a Resolution duty adapted 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. ar: Clerk, Board of Count rvisors 1 � Aye Nay ��■�_ Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKee] Y Ms. Palmer Y Mr. Randolph Y W Ul Z J J 0 U M�_j N C.�aD� VJ N NI..I.J M Q w _ 1 `l co w W O J � V) � = U w U O o a I J Y w H J U) ---� w w � U) O O 01-0 COLU N a U) F W W JOB NO. 182150 SCALE N/A SHEET NO. IB ;ue.\c. Paty Saternye, Digital Signature Approved Plan H 0 G �r NOT To I3G GoAJS�nvc f September 23, 2020� l SCOTT R. COLLINS'Z r U Lic. N0. 035791 /OODB V��,} ,x Q� PROPOSED AS HWOOD BOULEVARD CONNECTION l _ , TH }� PL c PROPOSED TRAILHEAD ACCESS ARIA T ' •fib UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT J(--- -- -• 1 OR J Z Z w ��o� \�4 SSIONAL ECG BUFFER PROVIDE PARKING, AN INFORMATION KIOSK OR MORE INFORMATION ON REQUIREDm \ INy P LL W _ / AND A PEDESTRIAN ROAD CROSSING TO 7 �2 J�_� �� \ �� / ca�� P n' 90 FOOD N W a i Ixn ACCESS THE MULTI -USE TRAILWA "\ / -� _ O Q vARD--� W w o q �,/^�^^ J � W FOREST LAKES )9 0 Ix o NEIGHBORHOOD Z U a� P sP I ROUTE 29\\\\ L IMPROVEMENT SITE \\ W F # f:7 SWIM FACILITY #3 COUNTY OF 1 0' MIN. NATURAL R I 3 —, EMARLE v u ROPOSED PRIMITIVE TRAIL WI R70 \\ Oq0 q M7l \\ '' nn Y I ° N U z Lu ,J _ W ? CONNECTION TO FOREST LAKES - — — — — — — ._._ - - ..-..>+r�-..��er-. -- ^-- — —.. k . I ....: PO4O °�` W ,^ Q r- O U ' III' COUNTY ___ G AND RO OAO SR J tt b < J Q Z O L ¢ z PROPOSED ALBEMARLE PRIMITIVE ) °.` © I I `\ ' RESERVED STEEP SLOPE ill / _ O o O BLOCKi3 (TYP.) 1�1 Z v f TRAILWAY ) I I � 'O. I o SCALE: 2000 ,�„ V ° m o m w a ( I TRAILS (TYP.) .y DEVELOPMENT i, ,; f O' - � B AN COURT VICINITY MAP: 1" = 1 C f O o > E m GENERAL NOTES r� AREA (TYP.) to .. +* z 1 CL A � °.�- - �; •r , �- I (/ vI \ - — g� ; BLOCK iS ` t OWNERS: TMP o4600-00-oo-oi8oa TMP04600oo-oo-oxBAo HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J.OGLESBYJR, TRUSTEES N OGLESBY H. <Z J FBI �/� Vl w z .. Q w 0 ESZ PO ; f \ R 2ELIZABETH 435 575 > Q w - w �- EP t `-'� T.M. 46 - 288 ..ONp1 _" 1 - _ _ (� C- - - CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 z W In w HORNE LAND CORPORATION __`• / TMP o4600 00 oo-oxgoo CROCKETT CORPORATION w Lu / (TYP.) O C O HAUGH & HELVIN z o \�q4�1'� PROPOSED CIVIC SPACE - \ -ej Q \� _ Q \ BLOCK iz • '' / 43S PARK ST CHARLOTTESVILLE, VA z2goi Z i z In f + EASTERN POCKET PARK BLOCK 10 ;,� �O ` rI DEVELOPER: RIVERBEND DEVELOPMENT, O O O ''-- • :i BLOCK I4 (LOCATION TO BE DETERMINED O O \ LJ EXISTING i - WITH FINAL DEVELOPMENT PLAN) -- R� 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22go3 W Z ioo-YEAR .3 1 E FEMA FLOODPLAIN (TYP.) g' - + ❑ PROPOSED VEHICULAR � I� .3 I I ENGINEER: COLL NS ENGINEER NG U) J a W z W z Z Z g \ ` INTERCONNECTION ACCESS BLOCK g % PROP EDPRIMITIVE �! \' °, *k TO THE MONTGOMERY 2ooGARRETTST,SUITEK CHARLOTTESVILLE, VA 22 02 g z z O z g O �^ 0 ^� a 0 0 0 \ t...,:, TRAILWAY °' MIN. NATURAL BUFFER ROUTE 2g +` �_ .. \ � � : RIDGE NEIGHBORHOOD _. o TAX MAP & ZONING: 04600-oo-oo-oiBoo 04600-oo-oo-oiBAo o4600-oo-oo-o2goo O IN m w W w £ a w F o `N 0 `NI `IMPROVEMENT � ,I � -' \ , " OPEN � � ; j�� c PATHWAY_ OA - D.B. 73x, PG. 690 D.B. 2333. PG. 45o D.B. 73x, PG. Ego � > s � a � w O O � 0 `; \ ROPOSED CIVIC SPACE _ ` _ SPACE - ALBEMARLE p' -`� `\ , I R 2 RESIDENTIAL R-2 RESIDENTIAL ZONE. Rd RESIDENTIAL - L W o E z CK '+ a - ' ( �� MANAGED STEE PE BLOCK ii GREENWAY 1 TYP.) ,,• R PS(1�P) Rv ROUTE29 A;I ' _� (TYP.) °'','.. �'••'�.• ': ~re c^ TOTAL PROJECT AREA: o4600-oo-oo-oi800 42.55 AC o4600-00-oo-oiBAo - 27.29AC. z w z g p U Z IMPROVEMENT ' l� \ s!' O O� '( °•, GREENWAY j .- BLOCK 18 - ` �pG�"g V o4600-oo-oo-o2 oo - 20 .66AC. g 7 O d O D O SWMFACILITY#2 I' )i GREENWAY"'- > '�°' (TYP.) ems` J�• `4.� '\1, (TYP.) — _ UPLAND \ • - ./,' NG/?�+ PARK ••°• e/ " r� { 277.5oAC.TOTAL PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT N w U a \.\ �\, •+ PROPOSED 50' BUFFER I'# , i ., ° % _ -- ` \LaE� v' cc cc M AROUND VDOT STORMWATER- - _ ° ,� ^.-\\ \ <" rEX15TING ARCHAIC WOODLAND DEVELOPMENT MANAGEMENT POND 1 �' \mil/ •, ., YAMPSITE AREA TO BE PRESERVED AREA (fYP.) `j \ TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2025. z a a. . ,: ,a I 4>. - - •••'o p'\ \` BLOCK i6 5A •Toro �'� BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, xo25. O M F% �oeoo _ U.�. J w -•. I 't t,,,�,-�•y� DATUM: NAVD xg88 > M �,' ��,. O '�' �O.. .,P EXISTING Zoo -YEAR - 1111 Z0 TMBUFFER(fYP d�.o.f ''��.�. \�;� CA or•• FLOODPLAIN (TYP.) � A / 3 � UTILITIES: COUNTY WATER AND SEWER CV 7 ww ��_' _ - �-a en w � i � _ � % \ �� � � PROPOSED RIGHT IN -RIGHT OU a'm BLOCK O a': ••,• •• - 4 z BLOCK ti FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 52003Co28oD DATED FEBRUARY 200 . IN ADDITION A DAM BREACH INUNDATION ZONE EXISTS ON THE w � uA ,0 +o �o CM Q INTERSECTION 4 / ' •• ; PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF 0 \ ` \\+ _ IMPROVEMENTS. Fw- Q •f '; ,' r SEE BROOK HILL TIA REPORT TRAFFIC CIRCLE/ROUNDABOUT THE PROPERTY. rn �+ a o+ O) �' '-k— 1 MAY ALBEMARLE COUNTY qY _ j { MONTGOMERY RIDGE i FOR DETAILS 0 v -1-MAIN—STREET STREET 0 0 0 0 o I FURTHER I BE CONSTRUCTED AT THE -PRESERVED STEEP SLOPE - .. • _ ; . 3 BLOCKS NOTES C\1 vi OULEVARDENTRANCE INTERSECTION OF MAIN STREET AND (TYP.) ", NEIGHBORHOOD w 3� I THE NORTH/SOUTH CONNECTOR ROAD BLOCK / / / 1 '-- -, O z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. O Z OPEN / �j 2. EXACT LOCATION Of NEIGHBORHOOD ROADWAY, ALLEYS, AND 7RAVELWAYS SHALL BE (V Q l _ / SPACE I OPEN �`� DETERMINED WITH THE SITE PLAN PROCESS. N J (TYP) ,' 1 r L i SPACE 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 0— _ (TYP) i <. �� ` O 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE �t Q \ w BLOCKI I EXISTING 200-YEAR I I '�� PROPOSED /, \�' •'• OR FOREST LAKES. L1 / w I FLOODPLAIN (TYP.) „ RIMITIVE _ h� ��\ \yy �� S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN Lli Q T.M. 46 - 28D l TRAILWAY 2� O� O _ r• '- J CRAFTON CORPORATION t `:> ) O C+ OP I' BLOCK O 2 THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 Z J Q - z DEVELOPMENT AREA (��� C� I �•' - o BOUNDARY(TYP.) :(, (LYQ a •�•: 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND L' \ _ ROPOSED NEIGHBORHOOD ENTER ( - - - —r (LOCATION TO BE DETERMINED IMI 50F PROPO EDREZONING '• 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE 5 L C J _ i — _ e BLOCK i7 2 WITH FINAL DEVELOPMENT PLAN.) — — — — _ — — . - �A - - —, — • a 5 7 1 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 PIMP Q ti LLI CO �`� J `l • ;`• _ / PROPOSED Zoo' BUFFER ALONG RT. 2 . A z Ir' • , , '„'r• ) ` . --, B LOCK 4 3 ACRE HISTORIC i •o i INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. Ce Z LI - U J w 70' NATURAL LANDSCAPE BUFFER &3o'LANDSCAPEBUFFER / ���••✓✓" BROOKHILL BLOCKS _ _BLOCK 5 �.-� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE < V) 5 '-� ry' `J Q I / ----� ALBEMARLE COUNTY •- -` 1 AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. L �J � APPROXIMATE LOCATION 0 ) ,� ANAGED STEEP SLOPE I NOTE: A PROPOSED MULTI -USE PATH HISTORIC MARKER FOR THE (TYP.) GREENWAY _ IS PROPOSED BY VDOT ALONG THE - ) (TYP,) 1 BROO_KHILL PROPE �S •. % , _ ROUTE 2g FRONTAGE OF THIS / \ -' ' + . f/j-- �r 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 DEVELOPMENT. < I� J Q � Z .•-i _ U �+ O J J I --I _ ,. _ _ PROPERTY. PATHWAY TO BE , — — — — _ i ROPOSED 20' BUFFER----�'� - --. ,� �,1 �` / ` �11 `--` �.°.';,yl, 20. CONNECTION POINTIAiDN THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�HALL ONLY BE O W i- I YY��G J LOCATED WITHIN THE VDOT RM. - / A \J f� a; •� k. '•:' PEDESTRIANA31CYLE ACCESS CONNECTION. (f) Y CO O LOCATION OF EXISTING \\\ 'A, • - i BLOCK 1 UNN CEMETERY TO \� I 9 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. '""� `••, LIJ O O I REMAIN LOCK LINE (TYP.) %-s " I NOTE: ALL STORMWATER MANAGEMENT FACILITIES Q ~ J i .� I SHALL BE LEGEND Z AND EROSION CONTROL MEASURES o I BLOCK 6 ALBEMARLE COUNTY. ` LOCATED OUTSIDE OFTHE PRESERVED SLOPES. J GREENWAY PRESERVED SLOPES 1L Q (n Ul J I) �J t` I BLOCK8 PRESERVED STEEP SLOPE• ROPERTY BOUNDARY (TYP.) •°o••• Z 1L Z �� W V J 1 \ -_ NOTE: AREA WITHIN THE2oo'BUFFERI ,� (TYP.) Er: -�_ AND OUTSIDE THE EXISTING TREE 0 BLOCK ? t t,• ••• '•. -- VEGETATIVE BUFFER MANAGED SLOPES ® z O Q Q I—' LU T Z O LIMITS SHALL BE REPLANTED IN _ \ /\' / �i; �`, �`` +� ••••• ' --_ _ EXISTING Zoo -YEAR ` / DEVELOPMENT ®OPEN SPACE N (J,J CL ACCORDANCE WITH THE PLACE52 i 9 FLOODPLAIN (TYP.) a - ` ••••'WIITH HOA EXTENDED TOTHEULTI-U CE PATH TS NG BIR KHILL AREA (TVP.) �'CL FORESTED BUFFER REQUIREMENTS r H SE TO REMAIN LIM SOF29THCENTURV l) COMPONENTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED ® GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS �� J O Q t . j � I. Q TO APPROVE THE TRAIL AND EXECUTE ALL 2 BLOCK 8 I DEVELOPMENTAREA k ' 4 • EASEMENT DOCUMENTS ALLOWING THE - e• ` BOUNDARY(TYP.) i CONSTRUCTION OF THE MULTI PATH PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE 2 TH CENTURY COMPONENTS OF g Y LLI O EXISTINGaoo-YEAR K -USE ° !� FEMA FLOODPLAIN - ; 4 •�E \ �''� HOA PROPERTY- I BROOKHILL O (TYP.) �ON -'•`,. ` OPEN RO POSE D2o'PAVED I., ' SPACE 2o' MULTI -USE PATH TO BE CONSTRUCTED ALONG MULTI -PURPOSE TRAIL PRIMITIVE TRAILWAY o- M THE NORTH SIDE OF POLO GROUNDS ROAD Com u - - . i (TY P.) t / I�Aep2Ament PROPOSED TRANSIT STOP- TO BE INCLUDED WITHIN OR O Q W •ji; 4•• °.e+ i * ' % /5 Vie° File# '���_ QfJf }• ,� ee°ro• 4 •,a°�-' 'a -._- ROPOSED PEDESTRIAN TUNNEL �`--`—_ IMPROVED INTERSECTION i FORK Ap ro Supervisors °~ •'• ^yam * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. O O � AND STOPLIGHT. V•M \VER POCOGR S�PNp1PR Dot 0000 EXISTING ioo YR FLOODPLAIN SEEBROOKHILLTIAREPORT PROPOSED IMPROVEMENT TO \., i FOR FURTHER DETAILS - STATE RT OUNOS R POLO GROUNDS ROAD FOR R\ •` ' 643(D. OAD(So) TURNLANES- SEETHEPOLO ...... STREAMS (�J JUNE 15, 2015 V S.48a, P . 26 GROUNDS ROADWAY 1 3) ann2f * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w IMPROVEMENT PLAN _ - \ + 'Or• -. `° APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE CAL FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GRO NDS ROAD ' r, 20' MULTI -USE PATH W r„• DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. xao o zoo •oo eoo SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION Of HISTORIC MARKER1. ® II I — 0 o_ W _ JOB NO. 182150 PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. O - i8cOR \ �_. CROCKETCRPORATION ( Ix FEET) O _ SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. /'� I inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 1 1 ; 1 / I , 1 , 1 / I 1 � 1 / I ' 1 ' i 1/ 1 1 I 1 1 I 1 1 'q Paty Saternye, Digital Signature 6r Approved Plan September 23, 2020 II I �1tG1�� II Inat �1 \ RN ALL Y - -- -_ D 'ZI �SCOTT R. COLLINS _�' � U Lic. No. 1035791/'2�- Q 1 / / 1 IIII �• , I i ` ' � \ \ 'j�" ��, � \ \ �� . / 1 / I I 1 i _ / 1 \ s i 1 �� 1� III I v I - I E \ � � �`JJ LLLIII _1 ' \_ E SW O COI11}11nIR\1T \ 4�Q I II JL 1 I I rill \ rrr \ w - BLOCK 1.3; I ,- J 1 I' \ o I �' !` \; U - I BLOCK 15 I I A YAN COURT 3 i I /" \ I /\ F z 11\ / LU 1` s O I 1 u U LU in ca I i too 0*0 DEVELOPMENT INITIAL SITE PLAN `\ i I r-- QO \ �'"' \ ,\ / IJ■ BLOCKS 9\ r 10 , & 11 BLOCK 12 / --- - \ \ � \ BLOCK 18 __ \ ` BLOCK 14 ' / \ All CD CD \ GOOrj a...a 1 e `1 :', N ri- N MLoOOOooeo " aeJill till ` % / e / I e e BLOCK 16 ___� 1 , L9 lqr,- --- / �r -----.°."�- oIeolooeeoo�o\\°.`\ oo050 ° FINAL SITE PLAN I I / 11 -��Ie� ` \ rDPzo18° cc) °° APPROVED °12/17/2oi8 BLOCKC / I i N J ROAD PLAN I °5 ° J \ \ �_ a)c-Qj LL'1 I (UNDER REVIEW) I 3 � I \ ;, / BLOCK / / CD a SUBzo17-o0117 1 ` IL I e9 / E i I % /, / \ %�'�'� ,\� / / / i' ftft �r oo 0 1 > z BLOCK 1 I BLOCK 2 I, Q Q LU J 1 • ' ` BLOCK 17 1 mod•_ ° \ I a \ - I o , o / o / ° I 111 e / \ - - W - _ ROAD PLAN J - e u O 4 (UNDER REVIEW) e� e_ e� e_ i o 1 `, ° ( \, / �O� / I -- M J D 201 00050 SUB2o18-o0115 ° 2 �� i^ 8 o z ° 0 0 I FINAL SITE PLAN �� ��� I '1 e \ � �__ / � � 1 / -/ I [] J o - / / T L I E L A P ° I I \ -- _ � I - J APPROVED I ° L9 J 1z 1 zo18 ° I 7 ° I ,\ I , o I Q \ I U o � LU \ 71 1 A ,, o \ / �1 �1 I s I �11 °00, e° oo '} ° / ' It � \ �� \s / HH o �/ BLOCK AREA SUMMARY J O 0. �� ` ° I 1 R A LAN BLOCK 1g 1 00 I/ �_ J O (UNDERREVIEW) I '' BLOCK 6 SUB201 0011 I I $ o a Development �4 7 7 I o Greenspace/ Amenities (ac) F-[Q °° �I Area Per Proposed Area (Roads, Proposed L.I ° Bbck Land Use District Brookhdl Lots, Buildings, Development ' °o0 oo°000 li i ° COD (AC) Area (AC) Parking lots) Per Area (AC) COD (AC) Civic / Civic / Open Open Total Total O D 201900026 ' BLOCK 7 �°°eOeoe to°° _ Parks Parks Greenway Greenway Space Space Buffers Buffers Greenspace Greenspace FINAL SITE PLAN RO O E °°Proposedq Po q e \ Required Proposed Re afire Provided CURRENTLY UNDER ' I DEVELOPMENT S \\ e ` I 0 Required Required Provided Required Proposed R VEW ! FINAL SITE PLAN 1\ `\`\ /' ♦` I \dchborhood Service Center 12 12 0 0 0 0 0 O 111 / ° ♦ 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 1 ` - B OC 8 II oo I 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 LU \ e �, 1 311 Urban Density 3.3 �°'/ I 313 Urban Density 1.8 < M �` o �� 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 rrnn \ ► / 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 V 1 4B Urban Density 11.39 6.83 0.52 1 1.09 0.44 1.54 3.07 4C Urban Density 6.58 - 2.31 1.46 0.85 0 fJ / / / ♦ �/ e' 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 111 (Now ♦ •p E Neighborhood Density 7.2 0 7 0 0 0.2 7.2 P e>• 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 OL r �.................0 ,. SrATERTR�3 6 NDg R iD.B oA� (So') ) ${ Neighborhood 25.8 25.91 12.7 12.92 0 � 5.1 4.58 4 4.56 4 3.82 13.1 12.96 J . •• • : • .. ,' 8B Neighborhood Density 8.55 5.52 0 0.54 1.80 L64 3.98 \ I I •••• 481� p. �63) 17.36 7.4 0 4.04 2.76 2.18 8.98 w w / 9 it Density 9.6 6.8 0 L8 0 2.8 4.6 w / Y x 441 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 a � LEGEND: / 11 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 10B NO. i / 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 PROPOSED RESIDENTIAL DEVELOPMENT GRAPHIC SCALE 182150 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 \ •` (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) I i 10 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE ••••.. • 200 o too 200 000 Soo 15 Ndehbor,00d Density 16.9 13.6 0 4.1 11 1.2 3.1 PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 1 16 Neighborhood Density 9.7 8.4 0 1 1.8 1 1.3 0 3.1 1 it =200 (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS 1 17 Neighborhood Density 15.8 11.8 0 1 3.3 1 3.8 0.2 7.3 ARE UNDER REVIEW) I 1 IN FEET is Neighborhood Density 34.4 27.3 0.7 4A 3.8 2.6 11.5 SHEET NO. ( ) I , 19 Uruokhill Haase Parcel 3.2 12 0 0 0 _ 0 0 1 inch = 200 ft. Total 223.9 168.8 10.3 53.6 28.8 16.0 108.7 GENERAL NOTES: /,/ //. /// / _ / / / t / ///// I / 1 \ y /' // / v / TM P o 60o-oo-oo-019B1 Ji i i' ' \ \ \ \ \ \ PROPOSED ROAD 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL / /////// // \ // % //// / I \\ / / // / / \MULTI-FAMILY-HOLDINGS, 4 ' / ' \ \ \ \ \ CURRENTLY UNDER REVIEW) OF I ;` I \ � - / v \ N/F RBD MULTI -FAMILY HOLDINGS LLU ��� 1 I � / �- TH DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT / / // //// / / /// \ \ - - / \ / -' / 1 \ (` \ \ \ SUB 2oi8cI JT / / /\ i \ \ D.B.,57o7/ PG. l PARCEL PER FEMA FLOODPLAIN MAP # WITH THE 0D. NO / //// //// // // / \ / /// �j//// I i { \ / / / / y\ \ 2p• \ "AREA: 19.049 ACRES a;SO� � / / \ F59� �`� \ \, TM P O 600-00-00-01 B FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. / / // / / / // / I rjS 9 7+ 9 3 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. / / / /// / L / / / \ /// / // / / -4 \ / / / / / /�/ // / / // / / �/� psgS \ APPROVED ROAD; 1 / / „ \ ST//�M9/V� CROCKETT CORPORATION *SCOTT R. COLLINSZ 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL // // // / / // / / / / / \ qNt �i / / / UNDER SUB zoi7ooii7 / n . / \ / A�AQFR Lic. No. 035791 INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF // / / // / / 9/ /// // / ' _ / / / C\ YSF \ \ r / / B B ST D.B. 5011, PG. 170 ` VARIAB WDTH PUBL}C/ / 0' A&SA WATER % R UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, / // // / /�v / // / // �i / /EXISTING PROPERTY \ �FR , p / k v AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE / /// _ / / Q // //// ( /I / / LINE BETWEEN BLOCK NSF \ \ �z FACILITY EASEM Wr / / /' / E SEMENT /S9°c R/�Qq CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION �FNp \ 11 DB.5121, PG.644 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY /// / / / /// ' \ - / / 8A AND BLOCK 4 SEWER, STORM SEWER, AND WATER -SERVICE PIPING; /// / =07�1 // !// / �` UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE 1 of/z4 CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED c _ // // ���/ //� / / { \ / / / - /I 33g; / ao / / LAND RESE ED FOR FUTU TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES DEDICAT UPON DEMAND v / / / U / \ 4 - __ / ' ,'\ Q PROM THE COUNTY. / \ SERVING THE PROJECT SITE. / / l / /// - ' - I I / °'' I ( 'S107 PG. 1 8 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING / J��� // ///// I F / \ \ / / ,`� o� / �) WATER LINES ON THE SITE. / 0 ,Q / // ///j / - / - / 0.56'(p�) rya / 43p EA. 2.1ACRES / 5. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS 1 I I \ �°a RECORDED IN DB. 5121, PG.689-701. ( // / \ — � 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE / / / / /� �/ I A V A \\ BUFFEXIONI TMP 6 iT 29 BLOCK 8A SENIOR LIVING FACILITY �I - - 4Za /l // / / )�/v '� v A z RECORDED IN DB. 5121, PG. 676-688.� J ` �/ j / / o— 4 9 9 I �� % \ ` n � 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED / / /� / / I \ �F _ CURRENTLY UNDER REVIEW vA8IA8 E Woni _ - - - / / \ o. o ACRES ( ) Pueuc sroBM \ PORTION OF EXISTING R/W TO BE \ \ PLANS AND MAY NOT MATCH THE CURRENT, EXISTING / j / %/ I \ 95 I DBAw STORM T VACATED WITH THIS SET OF PLANS I \ f I \_ \ SDP2019-00026 A.- D 121. PG 44-675 ¢26� / \ \ ^\ TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY / / \ \4� \ I� 1 p / / AREA: 8.55 ACRES - / / / �I tiyb• A •, a UNDER CONSTRUCTION. / / / ,1 V' • - - , - I E A / / // / v a - --- --- - / / -` \ 30°�5�35%I4��W 4��3z�/ / I Q"'ti"... I 100 PRIVATE �� �— / I /� t w LANDSCAPE us �v _ i / / PUBLIC WIDTH /l 11 I / l o$ 0 m w / /PUBLIC sroR / / l lI Y "'`�� / Z o I / / — / - - DRAIN EASEM Nr I Paty Satern e, igital Signature a _BUFFER €ASEMENT vv v / - / / �� os 5121, PG.6�a-s / % I Approved P an g m - -DB 5121, PG;644-6� v LAND RESERVED FgR�URE ��s693z' 'w to G / / a° I Oe�F��� ; f - v v EXISTING PROPERTY _- / DEDICATION PTV DEMAND/ zO A 6s3' j� September 2 2020 N z Q BS�F ITF /`�v vLINE- SUBDIVISION �' w (4 ��_ v 4 9 4 9 - FROM JH COUNTY. / ? - �j �. r 0c w HD v PARCELLINEBETWEEN TMP046o0-00-00-019A1 TMP 6-i Ai& 6-EL Az / CRCrCtCETTCORPORATION (D.EA: 21.107 PLRG. ESB) / S� ��� / v �e - / �_ ANIT) Y/SEW R / V / � \ / ,, _— - - — - — — AREA: 5.521 ACRES— — — / / / / / �°� , /< 2JOs� 4 a 7 EAs N� / \ Lld w // // / / / /�/ \ 1 \ , \moo \ \ \ \ \ - -- ------ / 1�qQ� / � l / l / / / / / 7 / f- I 1 V \ % � l/� r/ / / �w ov v v v v � -- D B.515Dr P(5_40 _ 25' PUP G-SfRM 'S°' % v v A v —470— — - -- --- — — — -BRAIN EASEMENT / / ,� �/S�� 530 �55'35�iy.�W i8.io8' ---DB5121, fi�4- 75 (yCIbL 3'47' ss- � j / _ ^ h 1 _- __ yN / - --------EAS _ _ _ /,Ir '- — �9D4 sea ai'z3'w Nsss810 w DR. 51 1, P .676-688 = — — _ - 7 ��Z�Q /// o' ��„ -,sa \ z,. o6_s121, Pc�7r;-6aa- - ,�i• / � _ ��_N83'46�3 W 189.04' �'�>`�'�'3E''� < Qr / / // \ \ \ \ I I \ \ } I \ r `�S30'55'35"W / — — } N _ ,d_.__ 9 20-ACSA, ^I �\ - ' / / / — , II $ ( \ SANT�Q \ AM sEwILa �` 0 j _� \ \ / / / rM rM gFo\8m� \\// / w CD CD / / `♦ — / / / // / \ \ \ r I o \ I I I /j I/ I � // // / / '//// / / �J �// // ✓/ // / H-ovARIABLE WIDTH PUBLIC \N ° MENT 5o6 \DB.5121,�PG.64-67oSWM FACILITY v - B OOKHILL EXISTING WP0N MN 3I / BLOCK i9SEWER ALONG ARCHER AVENUE TO REMAIN EXISTING ROUTE 29 / // �// /// / �/ / / / / / / �' �Q /—/ / / / �/ / ///�///////// /(;�/,� /I ► r i \ I V AV V v BLOCK 8A PORTION z igAz-FTMP46ti o.6goACRES - ✓�I / / PROPOSED GREENWAY / / / / 'v 1 \ fi XISTING BROOKHILL HOUSE A A / V/o' �c�AA wA ER S A 3 _ / / / EASEMENT WITHIN / / / / A. � � v A Ak�E�T hV �1 � BLOCK8A o. ACRES// �� ��� �� v-398 \ \Sish'S�. �" 153.00' ��� �, \\ v ---- /// //// �// �/ M v 54 a, � P i, � I ' �� - �i6? 9'55.164' S.oS ° ROPERTY BOUNDARY (TYP. / / I I �� V. W� /W y /. �f I 11 � � � i \ v /��' � `-TT �� /,.'/ // EXISTING ROUTE 29 A VA EXISTING SLOPES v OPEN SPACE ��� \ ��/W I / I I5 , R�Si.00 I / W \ \ - 10' A SA M T R io.8 N6 / BUFFER ON THE \ , = /. / ✓ I / ' I \ so• % 4 a v v�v v v� v V v 1.80 ACRES/ 3 If, . A �/ /✓ I 394,! A"s�ME�TI I I I 1 ' I I \ 3ja - TMP,o 600 oo-oo- i \ / > Sz p �- zs.0 r \33�a \ 1 8 IdAUH CIA V OF TMP 6/� aaE "�V � g„� \ \ BLOCK 8B PORTION / A v v - s 0.954 ACRES v v a v v APPROVED FEMA CES JRj / L / C - CIII / I ,- -_ioo YR FLOODPLAIN. N� �I / �/ o. ^1 1 \ v / / O / / \ I' � ll`/ 1 � ��. I% / /�� \ V A \ � \ v -v_- D�731✓ \ v APPROVED FDP � ) / / _ V A .3 //y - / / i �l �' 1/- / s9� A A \ v �4REA 13.595 (�RTI _ z - v - - -' �� LIMITS O SUNNY DAY ! / 6 /.�/!mil7 �I I /l /l 3s VI \ NUMBER zoi60000 ,• \ v - o AC THIS BLOCK -- - � N - / 753 -� BREACHIINUNDATION/ w / // l� 'l '�' ��� ( / 3e8 /�R d V A \ \ \ \ C & 3. 45 4 �/� -� H1 � - Nis, / - N v e so // W %I m / / / / / W b W ^ ., sn•z "" eeF - l a S, a�.do1 1 � \ v \ \ V �� a ZONE � i l.-. ! s 1 7 T PROPO D HITORIC, \ v �� - � W/� i� / 111 � W � W / W / !I"I / / / / s � �.� I I d � � d I I I �1 �\ 1 HOUSE BUFFER � � - _ _ - -�.� Zs. > LL /� t ; / \W /� 3as PI I \ v \ sa PROPOSED OPEN I.1i .�y/j.� �l%��.�Y.� �� / II/ / / s8� i=iIR�� of 1 VI o.84ACRE5 1� �v /}y SPACE B 7W ✓ / % W �� % / l / / I / / / Sea ek713 1 1 Is 1 A \ 3 \ v v / / W i EXISTING PRESERVED \ N _ 0 07ACRE5 // y% // % w� w w / / / Aelae�e wio�6P'weuc 1 \� 1V 1 1A A V A V � -- - / / / / J / w , I / / / -- - _ -- - / . / /W i1 LIMITS OF. / .� - - - _ \ \ STEEP SLOPESRIF / /. C / oeM DeAw EAS RENT', A 1 \ ®. / GREENWAY (TYP.) / / / / _ pe.5121. Pcsaa-s7s \ i -�✓ / \�\� /. /. % / / / 1 I v 1v 1 V A \ Z PROPOSED z0' LANDSCAPING / / /' /�// / / / y V �� v v� ° vI V A v - _ BUFFER AROUND BROOKHILL' / / / / / N° �j // CO ° EXISTING PRESERVED / ti� �� v v HOUSE PARCEL' /� � �/ / \ ,7 V A\ ��\� � � � \ ���• A � � . •%! ✓/.� /. /j/ STEEP SLOPES / / ��`°%/v A � I' �wv� \\V A A �� � �vv _ _ � / // /// � � / // /// / LLI MM W A'V ///. //Lf f / // sio�reMooeniNEasMENr- v �A�Al��VA\ 4�-- BROOKHILL// �� / / // FI W \ v / DB5121, Pc 64w-675- / / / f� /' / W l l l / j R. \ \ \\I �\ \� era - BLOCK 8B _ / L / / \�,�° // / \\\ ® \I�.�1�• �.W\ W\\il .7✓" /✓/i j�/ /.lW l/ 1 11 /�l I\\\ \f\ \I\ \ \ - ----- �� /// �/ / i\ Z A W\ W W �/ / l /� h / l L-2288'I EXISTING STORM O �A �FFRr� /� -� yA �)�dy y A V AW /W/!J// F/i�E)—�<s A \Vi I �e FR qrF TMP o4 0-0o-oo-01gA? v� v A \A\ S� V A \ . V\ PROPOSED GREENWAY . . / '� / I I " % / ,�//� \- ', - � �/ �/ �l l l 11 l l - ysesn'sso°ETA E RE -ROUT, A �A AI V 11 - - - - - - - - - - - A w ` ` �® �// /�--__ v A A IV 1 NOTE: PORTION OF PROPOSED / / ( / CROCKETT CORPORAT N VA • AW ®� BLOCK 8BMENo AICRES� �» . �/ i /•, y / l l l /l l / - - m� yaso v �VA \ \ V A V A \ _ / / I I / 0 B F C Of '0 / l/ / w ��� /i�— j v A`., AA I V I \ SANITARY SEWER AND zo' EASEMENT-' / / / aQ F D-B. 516%,;PG. z35 vA ® A / ® _ A 4.04 / / �AA V� �A \ - - TO BE RELOCATED WITH THE s, D.B. 1 o PG. o ®' �� i / I l l l l y� V A \ \ \�\ V' V A -- - 5 5 ,4 4 vAV © ® .\.I .�7a� /��/� I ®`�" I / / �/ / �s� `5�%I-vv V �w�AA \ V� 1\�\�vA� DEVELOPMENT OFBLOCK8-_ / // w AREA io.6i ACRES A . V o ® � ,. ®� W W -372 4 \ _ } zo ACSA WATER /W a / ---- - -- - _---- / / (n \ EASEMENT (EXCLUSIVE OFARCHRAVENUEy ® �L'4w �/ �� ® I �, ®� / //I P / /� / ! VAS \ \���VA \ \ , v q ROPOSED OPEN L- �. R-�z i. o \ \ \v ` V Iw T �. - 375,, s \ v �, - - — _ —oy 6e0 01800 / V / / LLJ w W _ c 1 ! o ezyr�, \ '\\\ \\ \\ �\ \ — — _----14`UGH C ARtESR J // / / w _ ® \ SPACE C j ® / ® ® i /I o.79 ACRES - -\ - 6 SPACE / \ \ I w\ W \\\ \ \\ \�\\ _ GLESBY R / \ / / / / / PROPOSED OPEN' / ry &-E J O J T - tititi° \ 0.6 ACRES- \ � ' ®®® �. EXISTING BUFFER ON P � . 'I ® � . \ W L W / I 1 PROPOSED SWM ACCESS AND ' \\ \ v�\_ \ , \ \� \ \, = � x - -{�:8_7311 PG. 690 �/ / // • EA�i PORTION OF) / / / / 4 PORTION OF TMP/ w I _, //, ,BASIN/SWM FACILITY PROPOSED WITH _ . 3� ( / ® ss �� W THE BLOCK 8B I ' I MODIFICATIONS TO THE FACILITY / III P BROOKHILL VSMP PLAN TO BE' 7.404 AC (THIS BLOCK) \ / I / / / W w w ® WITH i - C ti/ I 6-i Az - i. o ACRES / ® /W / EASEMENT TO BE RELOCATED ILITY 368 I — RELOCATED WITH THIS SET BE PLANS \ 4 9 49 I v ®d \ I ® ® / 1 sz y.\_ \ \ _ �' _ `.• I W W w W v W - /'� L ND RESER�EDFOR FUTUR III ( WPO-zoi7-00037 y \ _� �- / / / / h I I I l l LLI t 1 - ,- - _ // / I I / VARIABLE 1 EXISTING WETLANDS ® / I 1 DILATION UPON DEMAND V V / / .WIDTH PRIVATE/ � �� "� I t® '� A \ � ® / � �I � I I AVAAVA A v �_ / A / / / �� I I I / 1 \ 2 MAINTENANCE EASEMENTf / w, NTeICNR�® \ \FROM THE OUNTY. s6 ,36 µ \ \IS co i; � eo Z� `�\ SALAMANDERMPLEMECRAT�ssNc / ✓ W WIC ® W.`�,. Wi 0557 A�REs-a TMP-ab=rsA LAND HEREBY ® \ LD.B. 510Y PG 148) Y I \\ \ \\ \` s? \ / // INTERMITTENT STREAM 1 . '° RESERVED E`OR "FUTURE DEDICATION TO'PUBCIC +� I ° 1 — \ L ✓ 1 REA: �. 7 ACPoEg I ; M \ - /� / INTERMITTENT STREAM / ® \ I \ VARIABLE WIDTH PUBLIC l % \ r -> I J O �� E UPON DEMAND BY THE COUNTY` / ® / \, ® J I 1 LI SNLM FACH-11 EASEMENTy'V I I L1J \L n/ 1' L.L / / A � _ -� � I I I � � � � I 111�' DB. 5121, PG:64a-s7s � /'• � l � i A� � \V / / /�� l I I � I I � I � I � � �3Bp -_�___ N62s3I. F w�w..i® �V �4BLEWIDTH CA sr 3� V �3 �I 1 // / \°�/V / ///// I I I I J Q W E RU3 Sao _ _ _ _ _ _ _ o°: �� �ti BASIN�SWM FACILITY STRUCTURES E, I w �644AP FAR ® �29,35�5� _ I" �.$RO DR�CI RENT \ / I I 1s�m " �6�. 6M \ / / / / _ 7 4 6�5_ ` / ° 0 ArefABLE wrt TN ITS EAB6Vr a s - _ - sroeM oaAiN EASEMENT' PROPOSED WITH BROOKHILL VSMP PLAN // I I ® A OUE121Pcfiaa-s7s— �� v / / TOBEREL EXISTING MANAGED �� PRIVAT LAPJDS A l '- `' - � _ RELOCATED WITH THIS SET OF PLANS CD N� — — — w s / / / STEEP SLOPES O USFER EASEMENT — — — /ia a ✓ r J, 1 - %% — ® a DE.s✓� �RIV \ _ / Sa A + �- "e�F ��DUFFER AMEN / I / 'STING WETLANDS / / \ �. T — `�-, ----- -S86'4813"E 201.98' -- �'E\ \ �r `V °i®® � ® _------se7i(TIE) =Nauss n1.3 _ 2 85121, ps64 i \ -�/ / / EXISTING3o'EXIS ING 10.73'(TIE) - - — �. .. 2sr ne/ 4-sIs = / / / \\ PROPERTY LINE 1 / VARIABLE WIDTH PUBLIC --- - - -_ m7az44T LANDSCAPING BUFFER w __ _ 52 VARIABLE'W7BSH�RI ��_� O ® I v ll ® — DB�5121, PGb44-675I( _ _ _ _ _ - _ _ _ --- — L=8.88 q�srp� cn W �09—__ _ 56954170 ??~ // ��// / �/ // —'/ / / / I II II A \\ F MAINTENANCE E� ENT — \ \ — ®—sroreM DRAIN — — — — — — — — — — — — — — - - — %/OGROUND EXISTING POLO a / 75771E i 'sTONM D w' / / // EXISTING SA \ b Lu (FOR IMPLEMENTATION OF \ -gr _ _ a4 VARIARL Pu u / / SANITARY POLO GROUN6S RO/b / Ce w \ \ SALAMANDER CROSSING) \ - --- ``� ®®® ® 43 ( 4 3) ROAD BUFFE L-1 _ - .,, s � c s`e°zdz 8 E 6j / AI zo'SANITARY SEWER EASEMENT 0-N2ro3'38•E STATE ROUTE 6 D°B. 81 PG.26° /a / I I '\ a .Ln \ H PUBLIC 0.557 ACRES�E7F TMP469A LAND \ L=3.75'(TIE) — — 0.305 ACRES 48.503, SO0 _ 3 33, �-F�� / / �I €E \ \ \ \ HEREBY RESERVED FOR FUTURE ��` — — — y _ _ _` —_ _ _ _ _ — EXISTING POLO®�—p — — — - — , s7asa"s7E 'So E �33 8z I/, / '� I \ ISTO LDRAIN TEASEMENT \ \ \ \\ \ i JOB iNOC �RARHIC SCALE BY TH CO TO PUBLIC USE UPON UEMA D \ \ �� •i / 7— — — — — — — — — - — — — �� — — _ — _ — Via,- \ 3 n 0' pR1Vq G 644-675 \\ \ 1O21J0 \ \ \ BY THE couNrY \ _ as\'SsYE 7s�= Ne' ' J- T I^ \ \ GROUND ROAD BUFFER - - - ®�°, FFEqN\ 6° ° zs \ ° / - �° o \ �- 0.536 ACRES - ®®® - - . r2r cq h \v of--�e5 1ml' 1 SCALE -- ®® B.g �S �•I ®® Rs%4� @®®... \ --fN6j aos -u3' \ \ \ \ S i \, 9 \ \ \ \ \ n_ r VARIABLE WIDTH PUBLIC ST- - . --- — / \ EASEMENT DB.5121, PG.644-675 �- - 1 wa.1k v — 50 \ V P LIMITS OF SUNNY �\ V �5a\ x o P ,0v 0 ®� V (At)-'.t _ 1 ,' \ V A� IN FEET �� e�i ! < � 576• A vv A ( DAY BREACH - - - 0.150 ACRES OF TMP 46-18 LAND HEREBY �A 7 A ®® / - - - 20"z9'e' \ A �� �P V� v \ I', — — -^ ® \ \ �/-� \ SHEET NO. 1 inch = 150 ft. fl 1m \ - - - _ _ - - - RESERVED FOR FUTURE DEDICATION TO %r v \ ®®® �� L .47z, R=484500 - INUNDATION ZONE a g sas3a'arw V v PUBLIC US€ �O1,J DEMAND BY THE COUNTY nr V VARIABLE WIDTH PUBLIC ® 0 0 A e=2.7758 -- - - - t----- \ — - - - - -352 - - h STORM DRAIN EASEMENT' OO POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W TIE-IN PROPOSED CG-6 TO EXISTING CURB & GUTTER TIE-IN PROPOSED C EXISTING CURB & G � M h 22 ti� o 2N PROPOSED 3' CONCRETE SIDEWALK / PRO/ POSED S' CONCRETE SID PROPOSED FRONT PROPOSEDVDO �IMAX. SETBACK (TYP.) �,. I J��PROP T ROP/O(TYP.)D GAAGE(TYP.) STOP SIGN (TYP ROPOSED-CG-9D ENTRANCE (TYP.) MATCHLINE - SEE SHEET 6 / PROPOSED 6' PLANTING STRIP (TYP.)j PROPOS STEPS,/ ROPOSED VDOT STD. CG-6 HISTORIC BROOKHILL J HOUSE PARCEL / y STOP SIGN (TYP.)' �g 9ti zj4 rF ROPOSED VDOT STD. CG-lz (TYP.) / ��s•. STREET \\ / \ SIG ROPOSED S' CONCRETE SIDEWALK ` (TYP.) d ° ROPOSED VDOT CG-z pR 00 �j \ \ PROPOSED WALLS ROJECT BOUNDARY (TYP.) STREET SF A FS�F \ (MAX. HEIGHT 6') SIGN Q/G rC� _ EWALK ' (TYP.). `\ � STD.CG`ia(TYP.) 5'R. qVF<(� \\ zo y� Wi OSED STEPS (TYP.) o ILSTOP \ \ \ G \ S GNP NOS 9U FFy�<( �y� LIMITS OF PROPOSED OPEN SIGN I (TYP.)_\ GNT \ ST4)C \ (TYP.) R�O3ggC R/C NCSPACE PARCEL \ J j -I °) \ TgE, \�8 ' ; \ PROPOSED DITCH BEHIND UPPER WALL N p \ z8°,LI). . ; ' STREET SIGN PRIMARYENTRANCE(TYPJ U v a s I 4 __ HVOAC POSED UNITS (TYP.) / 2 °OR \ rFO/LANDS eFDBC rat % Q l7 Q O R ~ I � ~ ' • ROPOSED GARAGE (TYP) R �j- // ,° ! KT � F eC/F O a STgN �o FR P.1 ' Sp STOP SIGN (TYl Cs PROPOSED WALLS I PROPOSED'-�F- MIN. SETBACK (TYPJ, (MAX. 5' CONCRETE SI IGHT=6') I I ZIMARY El NOTE: A ao' BROOKHILL HISTORIC HOUSE B FFER SHALL BE PROVIDED ALONG THE BROOKHILL HISTORIC HOUSE LOT. THE zo' BUFFER SHALL BE EXISTING UNDISTURBED BUFFER OR REPLANTED NEW LANDSCAPING BUFFER. / / / / Paty $aternye, Digital Signature j - Appfoved Plan September 23, 2020 / NOTE: VISIBILITY OF ALL MECHANICAL i EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. THIS INCLUDES ALL HVAC UNITS. HVAC UNITS (TYP.) I PR) ED CG-9D ENTRANCE (TYP. Q OPOSED CG-z CURB (TYP.) ��/� D %p ' -_y(4) PROPOSED PARKING SPACES �R F�,2p. G•R % / a I a I y Z2 // VG # PROPOSED CG-a CURB (TYPJ a /TSS% i- / r� ROPOSED 5' CONCRETE SIDEWALK . / m ROPOSED CG-9D ENTRANCE (TYPE ROPOSED VDOT STD. CG-iz (TYP.) _I i PROPOSED VDOT STD. CG-iz (TYP.) —z E/P EIP ROPOSED 6' PLANTING STRIP; ^ ��p a i I HVAC UNITS (TYP.) O I Wq Ul-- _ ---- m ~ -- I r it ^ / zoo R ROPOSED CG 9D ENTRANCE (TYP.)\ PROPOSED 5 CONCRETE SIDEWALK, / ROPOSED GARAGE (TYPJ SFTB/N Gq \ ROPOSED STEPS (TYP. qCk RqG \ JLE (TYP I ( - Z -I PROPOSED I - t - - - - - - �-PROPOSED 5' CONCRETE SIDEWALK - - PROPOSED GARAGE (TYP)-1___ ry ti5°R ----------- --- \ a ROPOSED CG-z CURB (TYP.) OPEN SPACE D _ TOTAL AREA =ma E - PROPOSED O A 1.95ACRES EW'W[ =w ui r DRIVEWAY(TYP.) ---- STOP /(AREA OUTSIDE - - SIGN BUFFER AREAS - - ----' �i w r RANCE(TYP. (TYP.) / i.z6AC) - S S / IW / i XISTING STREAM - ROPO D GzCURB(TYP.) / W�/ �i PROPO ED - I- j . . W w 1 - / STORMWATER EXISTING POLO GROUNDS ROAD STATE ROUTE 643 00 D.B. 48i, PG. 263 EXISTING PUBLIC ROAD VAR. WIDTH PUBLIC R/W 00 (MAX..HROPOSEIGHT=6') / MANAGEMENT = j/ / 1 XISTING STREAM w-u NATUR� \ � � ,,` / ///J REPfgNT qON SRgfDU '��,\ CAB P FFR w ii -w ii FDgDFSfRR L ui- T JPOSED 5' SIDE i\\ 1111u i�I FBACK \ w PROJECT BOUNDARY (TYP.) / QO 00 0 (D �� uii / 00 � Q0 O OD #1,07,Ar pUBLI AD 0 PROPERTY LINE (TYP.) 0 NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. NOTE: ANY PORTION OF THE 3o' BUFFER ALONG POLO GROUNDS ROAD THAT IS NOT CORRECTLY WOODED OR THAT IS DISTURBED DURING GRADING FOR THE DEVELOPMENT OR ROADWAY IMPROVEMENTS SHALL BE PLANTED AND SCREENED WITH A MIXTURE OF DECIDUOUS AND EVERGREEN SHRUBS AND TRESS TO BE APPROVED BY THE DIRECTOR OF PLANNING. GRAPHIC SCALE o u ao ( IN FEET ) -� 1 inch = 30 ft. SCOTT R. COLLINS'Z Lic. No. 035791,E z z f f 0 0 Z ¢ > a O O Z a a Z J O . H Z W m W m w Ce a a LU w LU w W LULU 0 0 0 N N N O M r4 ti 7 n L M U CY) Cn o 0 N ° M 3 rF < J N 0 n - O ° > o (- N N M `o Q J > LL LU C J _j 1 t \ / C O LUU Mc w `o Ur0 O 12�Q U o U O w U J ' J 0 Y � a LU J ° o Ul U) J �_: H-41 o CD Z LU W w w z z z z U) 0 w N z LU J o .� LUO� � fn V O O O U x ° w o U J N F c U W w a U)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 5 PUBLIC ROAD OR GREENSPACE SCENARIO i SCENARIO z SCENARIO 3 I 2 CAR _ "i T'� "i GARAGE PARKING I M _ �MIN MI�N�MIN� SPACE 2 CAR 1PARKING PARKING I PARGARAGE KIING�ACC3 SPAU 1 SPACES as n PRIVATE ALLEY OR STREET g LL ai o 20' MINIMUM TRAVELWAY PAVEMENT WIDTH fo Z p N� F• L1LL ok w PUBLIC ROAD NOTES: i. EACH SINGLE FAMILY LOT WILL HAVE A MINIMUN OF2 OFF STREET PARKING SPACES. IDEWALK 2. OFF STREET PARKING SPACES WILL BE LOCATED MIN EITHER IN DETACHED GARAGES, ON PARKING 2 CAR1 3 PADS OR A COMBINATION OF BOTH. GARAGE MIN 3. GARAGES WILL BEA MINIMUM OF I& DEEP AND PARKING .°q LOCATED EITHER S' FROM OR GREATER THAN 16' SPACES FROM REAR PROPERTY LINES ADJACENT TO THE PRIVATE ROAD OR ALLEY. 4 GARAGES WILL BE A MINIMUM OF Y FROM THE - 2CAR 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 B'. 6. DRIVEWAY GRADES MUST BE 8%OR FLATTER. THE GRADE TRANSITION BETWEEN THE PRIVATE ALLEY AND DRIVEWAY, BETWEEN THE DRIVE ME GARAGE OR PARKING PAD (OR ANYWHERE IN THE SCENARIO q SCENARIO 5 DRIVEWAY) SHALL NOT EXCEED So% 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 ALLET EDGE OF PAVEMENT OR FACE OF CURB. GARAGE AND DRIVEWAY EXHIBIT NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. THIS INCLUDES ALL HVAC UNITS. NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. PROPOSED CG-6 NG CURB & GUTI rIE-IN PROPOSED EXISTING CURB & �a PROPOSED 3'C ONCR ETE SI PROPOSED 25 FRONT MAX. SETBACK (TYP.) I �I )JECT BOUNDARY (TYP. 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. e J PROPOSED ROADWAY SEE PLANS UNDER Ill SUB2oi800115 Paty Saternye, Digital Signature Approved Plan / \ September 23, 2020 (//1G70 IN QJ Q RIMARY ENTRANCE (TYP.) \ \ ROPOSED VDOT STD. CG-z IN ROPOSED CG-gD ENTRANCE (TYP j \ \ , ROPOSEDGARAGE(TYP.) INN i PROPOSED 25' FRONT OPEN SPACE D �O y' // TOTAL AREA MAX. SETBACK (TYP.) / /Y 4 / 25'R 1.95ACRES \ (AREA OUTSIDE \\ / BUFFER AREAS = IN,PROPOSED / HVAC UNITS (TYP.) 1.26 AC) \ \ INN\ ° �� PROPOSED io'xio'BRICK'PAVER AREA WITH PROPOSED 5' CONCRETE SIDEWALK �'\ _.i �� HISTORIC MARKER FOR THE BJROOKHILL PROPERTY INN \ ROPOSED3'CONCRETESIDEWALK�Q' / PROPOSED VDOT STD CG-6 ROPOSED VDOT STD. CG-12 (TYP 9! PRIMARY ENTRANCE (TYP. A, ' �O EXISTING LIMITS OF WOODED TREELINE 7) PROPOSED PARKING SPACES ��Q PROPOSED j / , h/ DRIVEWAY(TYP) PROPOSED 8' FRONT / Y -IN�Q .ROPOSED GG 9D ENTRANCE (TYP.) MIN. SETBACK (TYP.) / PROPOSED HVAC UNITS (TYP.) ' ,C� / yR PROPOSED WALLS �Cl (MAX. HEIGHT= 6') , PROPOSED DITCH BEHIND UPPER WALL ;TEPS (TYP. / / F/A20 179 //%F/A / ROPOS€D VDOT STD. CG-z JAL ROPOSED GARAGE N RIMARY ENTRANCE (TYP.) / / j EXISTING BF / PROPOSE�O D --HVAC UNITS (TYP.) •�. �Az PROPOSED >o'REAR SETBACK /v �O J li '''� ROPOSED OPOSEDG71ZAGE(TYP.) GN (TYP.) ROPOSED CG-gD ENTRANCE (TYP.) r-Yy��YYYYY� MATCHLINE - SEE SHEET 5 PROPOSED 6' PLANTING STRIP (TYP.) j v ROPOS STEP ROPOSEDVDOTSTD.CG-6 / ` HISTORICBROOKHILLJ HOUSE PARCEL ti STOP SIGN (TYP.) SiGNTOSTq � y5� I �\ F PROPOSED VDOT STD. CG-12 (TYP.) STREET SIGN \ OPOSED 5' CONCRETE SIDEWALK (TYP.) PROPOSED VDOT STD. CG-z PROPOSED WALLS PROJECT BOUNDARY (TYP.) STREET �SF FS�Fr \ (MAX. HEIGHT=6') I SIGN S' CONCRETE SIDEWALK (TYP.)- R/�49T RC'zF� \ \ \ \ PROPOSE DOT STD. CG-iz (TYP.) 5'R Rq�F< N; k�c, \ zo ROPOSED STEPS (TYP.) LSTOP Gy STOP ��SFa OOkH ( IN t L1'1'I' ) 1 inch = 30 ft. o \ Tpy \ SIGN UFFF /�C H7 LIMITS OF PROPOSED OPEN _ o SIGN \\ STq (TYP) R(o STO SPACE PARCEL �. _ (TYP.) GH __ T _ - -. n'C ( 3ggC•� R/C • iq C , �8 \ \ PROPOSED DITCH BEHIND UPPER WALL %F` zeo, . \ / / / / / / / / / / / / / / / / / / / / 6 / / SCOTT R. COLLINSZ Lic. No. 035791,E z z w w f f 0 0 Z a Q > O O Z LU 0 U, Z J O ti Z w Q w Q W u d d ^> LU III Ln Ln LU � � Ice 0 0 0 N N N Q O M M C v L ti M CY) Cn N M N C] N N W> J J U) W U O U w Ul W (Y U) Q O O C7 N U z Q 1.L W M1 MW W U 0 .j co J 0 0 0 co O Q w J F 0 w w JOB NO. 182150 SCALE 111=30' SHEET NO. 6 0 W W W-W W W° z POLO GROUNDS ROAD 0 VARIABLE WIDTH PUBLIC R/W 0 PROPOS D ao' SEWEEREASEMI EXISTING B"D.I. WATERLINMH 15A/®� M \ PROPOSED4 zz. 5E\ I' OPEN SPACE PROPOSED FIRE HYDRANT SE SHEET ASSEMBLY w/6 x6'TEE MATCHLINE g PROPOSED y" D.I. WATERLINE ° • S ,pROPOSED o I'- �/// / `/ f PROPOSED 4 0 L PROPOSED PROPOSED 8"x TEE 11// (z) - 4"x4" TEE 8'xy"TEE \ (1) - 4' G.V. r (1) - 6" G.V. /�� // (z)-4"G.V. h)-4"G.V. MHdS PROPOSED yx4'TEE, y G.V., PROPOSED BLOW -OFF ASSEMBLY �.. &BLOW -OFF ASSEMBLY PROPOSED i/5" METER IN VAULT Z o \ \ PROPOSED 11 I WATERLINEGlz"D.L/ ��� { �� �/� (.L (3)-4"G.V. PROJECT BOUNDARY PROPOSED y" 450 BEND S F ROPOSEDy D. W WATERLINE PROPOSED zo' WATERLINE EASEMENT 'n {'.' �R \ •^ ROPOSED 1. TYPE K COPPER WATER ° PROPOSED z" TYPE K COPPER WATER -SERVICE LATERAL off- _ �o (`� _ Z3 i ii n nnwui ns� w❑ \<C 0 ,, SERVICE LATERAL w/1"METER PROPOSED FDC LOCATION w Io: --_ - � � PROPOSEDlo'PRIVAIt m��' A `' PROPOSE\ °BEND IA \ 46 ROPOSED B' D.I. WATERLINE F UTILITY EASEMENT O'Q PROPOSED A.R.V. I o to / <\PR PO PO OSED 8"x6" TEE I w 1 -' / -' �L 1?xSo •' 1) 8" G.V...... a 1¢ PROPOSED y FIRE LINE \� PROPOSED WALLS I 41 -I-� PROPOSED SANITARY SEW ER - MAX. HEIGHT 6' 7 -� PROPOSED 8"x6' REDUCER ' I AIM %+ - �'� - o "� o - ROPOSEDzo WATER INEE olo ROPOSEDzo SANITARY SEWER EASEMENT, ' • \ o � (nwioI '- '-o , - r- 111 ry �Z3xo PROPOSED6'D.I.WATERLI �il� �e IwIQ PROPOSED FDCLOCATION rp _ _ 14) y I N1� 2 0M � 04t PROPOSEDzo' °In l� / z o R 4xo -Lu � WATERLINE EASEMENT h-�1w I -�' C�Fr\� PROPOSED y No L'IQ oo� D.I. WATERLINE' --�� ! it ¢ ' I •• I ---r_ 11� m I I I.- 3 I 4oZ 6j FFgRL400 PROPOSED 6 PVC SANITARY iwl¢ I / F 4oi.' 6� 6 / i / BLO PROPOSEDWALLS I �,,.� �'--__ SEWER SERVICE �l7 ' 33i FFFR�9 / i / \' MAX. HEIGHT=6' I 1 - o m----_ I / / 40 9.g3/ i l o Im MH_i47 o lm o o;oo�GgR a m°'�M 010 r! _ „ ROPOSED 6" D.I. WATERLINE w FFF 9$001 0 JY J) � ' I LL S ,�' PROPOSED 6" PVC SANITARY��/� 986J �FFR9 a - • - ; �• - r w l SEWER SERVICE LATERAL PROPOSED (z) 4'4' TEE, PROPOSED 4"goo BEND `" IIII I IlfF ^D 4" L ROPOSED 4" FIRE LINE (z) y" G.V., &BLOW OFF ASSEMBLY, � ROPOSEDy ll.z5°BEN MH-1 c.o. I PRO io'PRIVATE I PROPOSED\ _ ° a i PROPOSED I F o - 'PROPOSED 4' go° BEND • \ - 6"xy TEE UTILITY EASEMENT No ;(1)-y G.V. �{ �I'_I ��' M!� `PROPOSED ��. '� PROPOSED. s. oononc!= i,, uIA,I=oi iKic vx cchAI=KI - z 'x "TEE '.'. ( ) 4 4 . - I •�_. \ • PROPOSED FDC LOCATIO ° (z) y" G.V.,ROPOSED 1.5' METER IN VAULT - �� 'PROPOSED z TYPE K COPPER WATER I LLIQ . „ - PROPOSED 6" PVC SANITARY - • • 'SERVICE LATERAL w/ 1"METER I .BLOW OFF ASSEMBLY. - / w 0 1 m ,i SEWS` SERVICE LATERAL --------^��--- F 01^ 5 M 72 \ \/ MH-io SAN-zi 1`^ ROPOSED y go* BEND PROPOSED 4"x4TEE, y" G.V., - \ S O1 PROPOSED II METER IN VAULT ix • & BLOW -OFF ASSEMBLY 5/ - - s„ LL a I ° COURTYARD - w o ROPOSED zz. BEND • o I iwIQ ROPOSED.z TYPE K COPPER _ __ �O_ -, I 3 I4 S ° •• • PROPOSED y" y5° BEND bo S LLROPOSED FIRE LINE I(j WATER SERVICE LATERAL � m -PROPOSED y" zz ,5° BENDx \ PROPOSED FDC LOCATION ��roo ------ n'Fo 4" I1D °O PROPOSED FIRE LINE `b /� mi m .PROPOSED: 'SANITARY i i� ROPOSED lo' PRIVATE UTILITY EASEMENT PROPOSED zo' WATERLINE EASEMENT t/ /o�I 7 SEWER EASEMENT LL ¢ PROPOSED FDC LOCATION Q ;\ ����Q (V PROPOSED 6" PVC SANITARY -4------ IIh_ I o -` �,� Ci� SEWER SERVICE LATERAL -- a - o0 1m PROPOSED 2 TYPE K COPPER ti s • "M �Q; " V1 moo o° 1D im WATER SERVICE LATERAL `\ ' � � "" � � �^/fib C�i<u F'- s m n M `fix / \ ��` \ / /�> 1. Q PROPOSED -20' SANITARY/ z — gym_ - wyY I -0 UTILITY EASEMENT Q QZi� \ o .SEWEREASEMENT / - Z i++--fir--_ �1t2 / w� LL� cn j ,o/� 10 z co a ---rm �^ Q :D "--•. PROPOSED6"goo BEND TO �. i. • �4JC�/ ?, Iw J �. FIRE HYDRANTASSEMBLY a r ----� MH- f t� 1oB rq ^ o LL 1Va' o �______ ------- I M \ \ ... o irn m .: �o / y3" � qv/v aim o+o ------{�-______ PROPOSED6"PVCSANITARY -------___ - ,kYmn1/ SEWER SERVICE LATERAL L / ���5 a F --- m^ PROPOSED 6" PVC SAN ITARY.. --- �, • \ / PROPOSED 8" SANITARY SEWER11 SEWER SERVICE LATERAL' I7 u --- � I PROPOSED zo SANITA// uj - - - ----- xh/ SEWER EASEMENT \\ III�� J �It PROPOSEDlo'PRIVATE ^o -- - o / -" \\ T ME h - / IIL�II --^Fo - - UTILITY EASEMENT ���/ M �.6A \ YEllE 11 SAN-g m O° -- v� w HIL- LL IlJ N 'ANT c.o. / - - lill�l PROPOSED zo' SANIT, / -zg+5o -- _ S -./ / •" W - EXISTING STREAM �' -� 4 -/ SEWER EASEMENT — NOUSH COURT 20xo° ! / W • PROPOSED FDC LOCATION -PROPOSED WALLS ROP•OS ---- MAX. HEIGHT=6' STO ATE MACN GEME - .J EXISTING STREAM PROPOSED STORM SEWER \ �� / W '/ -� ,FA \ I t I w` W � w SCOTT R. COLLINS'Z Lic. No. 035791,E H z w f O o O J r D O / 7 u U ` O o Z J J a w O . .�. m w Z .. Q of Vl 1�1 w O w W Lu 0 0 N N O M N + v L ti M CY) N M z Q EXISTING PROPERTY LINE (TYP.) I N O N w O M W � 1 U Lu H 00 RY ur O ' `z i d Q U UC) O J I --I ' ZD CO W J Vl ul J w W = I i GRAPHIC SCALE O 0 0 SAN-8 i° ° 11s i° e° O w r_. W 1 in h FEE 0) ft. Q W TT QO OO Oo 1%8 �UA%D \ 0 LL' ,S w\ \ \ � � 0I�TH Ro,qD ® o 1'Ugll�\� N o ° MATCHLINE -SEE I SI�- E ET SAN-8 — - - - NIT RYA - - w - A — --- � - - SAN 6 0' SA i \ � � EX SAN 4 � M 3o LF OF z " STEEL CASING REQUIRED, air A PROPOSED ED z �� E ENT ENTERED ON THE STREAM CROSSING AND C7� - 5• �� - --- S S �� S S SEWER EASEMENT SAN-5 78� EXTENDING PASTTHE CULVERT WING WALLS.- _TIE INTO EXISTING 0 w \ A /\- - _ - SAN-7 --- —� I \ \ SANITARY SEWER _ JOB NO. S s ' _�`1� - - — — — — s �—c s — 182150 \�\ `` - - -- \ • W w w � w w --- V w s S 7 -- _ _ -- —w�w� \ �_ SCALE \ � �L C R,�W ! \ wow= SANTARYSEWER 1"=30' �W PQLT�pUBLI �� _ — _ w 1 m _� �w SHEET NO. w w — VARIABL — — — — _ _ w w w W—= 7 �, n \ \/'� EF I � w / F N / / k / F S / S / G CR�R RA \ \ EXISTING 12" D.I. WATERLINE / �� ��• / '` ° IN s \ \ ° TIE-INTOEXISTING1z D.I. WATERLINE WITH 12"x6 T.S.&V. / " / (Qrly _; / \ \ \ \k\ \ 5 / IN �\NI NI \`\J\\ \ - " • / � PROPOSED 10' PRIVATE UTILITY EASEMENT / \ PROPOSED 1o' � ATE UTILITY EASEMENT / \ F i ROPOSED y FIRE LINE \` \� / / \ ROPOSED 4" 22(5°/BEND / \ / ROPOSED z" TYPE K COPPER WATER SERVICE LATERAL ROPOSED i 5 METER IN VAULT/ 1 F ROPOSED BLOW -OFF ASSEMBLY/ PROPOSED 6" PVC SANITARY - -. PROPOSED FDC LOCATIO / ROPOSED y" go BEND SEWER SERVICE LATERAL PROPOS/EDIFDC LOCATION -- PROPOSED PROPOSED 4" FIRE LINE 4"x4" TEE / \ 5 PROPOSED 4" 450 BEND / (1) - A, GG.V. / PROPOSED o°PROPOSED 4" D.I. WATERLINE "' TEE - s / / / 4x4. * N\% '/ PROPOSED 6" PVC SANITARY. (z) - y G.V. ^~ PROPOSED SEWER SERVICE LATERAL 411x4"TEE EXISTING 8"SANITARYSEWER .(1)-4" G;' / PROPOSED 1 TYPE K COPPER WATER \ SERVICE LATERAL w/i" METER k\ Paty Saternye, Digital Signature Approved Plan September 23, 2020 PROPOSED 6'45°BENDS / \ PROPOSED zo' /` 'WATERLINE EASEMENT LATERAL CONNECTIONS INTO EXISTING MANHOLE �` ROPOSED6" x4 REDUCER ALL BE FIELD CORED AND HAVE BOOTS INSTALLED \ /�!\\ �~ P OPOSED FIRE HYDRANT ASSEMBLY 6"x6"TEE / F / y` NOTE: CONTRACTOR SHALL INSTALL / A STEEL PILE BEHIND FIRE HYDRANT / / ROPOSED zo`WATERLINE EASEMENT / ` / / XISTINGSANITARYSEWERIN 137 6" PVC SANITARY SERVICE LATERAL PROPOSED (� PROPOSED WALLS zo' WATERLINE �.' / MAX. HEIGHT=6'IN 5 c.o. EASEMENT ED 1o'PRIVATE / �\ROPOSED y FIRE LINE Q ROPOSED 6" D.I. WATERLINE / / € U i iLITY EASEMENT ->7h - / 1 / -_ / ROPOSED FDC LOCATION PROPOSED io' PRIVATE / O„.� zofo UTILITY EASEMENT -% PROTPOSED4 go°BEND / \ / PROPOSED 1" TYPE K COPPER WATER / F /\PROPOSED SERVICE LATERAL w/i'METER 811x4" TEE o PROPOSED INE // 1 (1)-4"G.V. zo'WATERLINE�� n REMOVE PLUG & TIE-IN TO 3x's0 EASEMENT / D.I.y PROPOSED AS TEE, 4 G.V., EXISTING 8" WATERLINE / �M &BLOW-OFFASSEMBLY ROPOSED y D.I. WATERLINEF PROPOSED 8"zz.5°BEND V / / - '� MATCHLINE - E SH� T 7 8" D.I. WATERLINE ROPOSED 4" 22.50 BEND / _ r lid AND i MH-iS/ PROPOSED 4" D.I. WAT P 11111// PROPOSED (z)-4°x4"TEE // (z) - 4�" G.V. PROPOSED BLOW -OFF ASSEMBLY' — ` PROPOSED 1.5' METER It 12" D.I. WATERLINE IEXISTING F pROPOSED 4"14�� PROPOSED zo WATERLINE /)K / WATE PROPOSED z" TYPE COPPER SERVI( PROPOSED I PROPO PRO' I ' � l OPEN SPACE S - _ PROPOSED FIRE HYDRANT ASSEMBLY w/6'x6'TEE !E 4 \PROPOSED ° x4 TEE ` PROPOSED / S PROPOSED g"�h 'x6"TEE fh 8'x4"TEE \(1)-4 G.V. 6 G.V. (1) - 4" G.V. \ MH 15 �, PROPOSED 4 x4' TEE, 4' G.V., & BLOW -OFF ASSEMBLY T \ \ PROPOSED L •. t., -.. o 11x4"TEE (3)-4"G.V. PROJECT BOUNDARY(TYPJ / ?NT CF ROPOSED 4 D.I. WATERLINE rER11 AL - ° C/R�` \ 12 -'-"PROPOSED 1- TYPE K COPP R WATER SERVICE LATERAL w/1 METER )CATIONFIRE `- - \ \\ \ )1o' PRIVATE �'L-- 1 7- x ` rROPOSE \ 45°BEND PROPOSED8" D.I. WATERLINE YEASEMENT - PROPOSED A.R.V.' z \\\ \\ PROPOSED 8"x6" TEE / GL �2*So h) - 8" G.V. PROPOSED FIRE LINE \� ! \ PROPOSEDWALLS 4" \ '(i) - 6" G.V. --I- r8'SANITARYSEWER� \ -..� �`1��� �� MAX. HEIGHT 6' ROPOSED ' � __,.r / / _,_ _,'I� ROPOSEDS"x6"REDUCER / /- 1 °..- PR LINE EASEMENT GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. SCOTT R. COLLINSZ Lic. No. 035791,E H z w f 0 z O J 'w a k 0 V/ O U LU Z o �Q Z J O O w > Z z .. m Q 1� w DIf Vl � w u V) w > W LU O O N N o ci N + v L ti M CY) o N 0 o M � 3 rF < N 0 J n - O > o N° `o Q J ° W LLI o C � J t L \ / M L.LJ C ° M LLI 00 a z .- 0 O Q o J JEL o Q U U v J ..J 0 v Y CO a LLI j ° o U ° 0 z W LU = w w z Z z cn 0 w z O J C) w � O Q m n ° n O o O (N U x ° w ° U J N F c I w a UU)) JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 4z / 4 BW / / � „ � �({y,.p� ' �°b o�- � 3 rw Oz 2.o�FS � / �� u4 1[ �r�� � � / W 7�i p 4z45 xh 4 BW 3: V - 2.8 FPS / TH O.F _ ✓ - - _ \ PROPOSED 8°HOPE I I �° ��" � ti" / 4Tw 3 _ \ y I'ri Paty Sater6y(e Di ital SiE ryature h ROOF DRAIN SYSTEM (TYl/ ; /�� 4�3 % zy aw EC-z JUTE DITCH Q o z.5o CFS / - ApproCi Pla�l / / . 46 D - = / / SCOTT R. COLLINS- / 0 \ yo8.2 F / \ I^7 I / / / WIDTH 43oNJ I NOSCALS zo S�,FT I / / Jep}Clllber 3 0, / w, j ,1� azze (SLOPE-2.8�6.79�0) 1 j7 X Roy lzo�/ I x/ / / U:r��' / // U Lic. No. 035791,E_� (,I ROJECT BOUNDARY (TYPJ / / / / yzz:o - 8 PROPOSED PRIVATE / / yo 96 l� -4 SXW 40°_ DRAINAGE EASEMENT / / �sSIONAL E�G� w / V I F V - �� 4ss� z8 BW / - Z / / / 432TW / / Z / o 41oy - / PROPOSED 2o' PRIVATE / i 4=7rw DRAINAGE EASEMENT I / - / % "' ��o EX-Do6 05.67 b/o �/�� z as c �"� ���, oaa 43°rw(MAX. PROPOSEIGH ALLS o �O* ...` ,1/ l yz8BW T-6') Z 0 4o9s TW i U I �...8. 4 2TW I I 1 \ ` / / / / // / O 424 fi yo8a O � l f PROPOSED DITCH I \ / / / / / / / � t_I a L 1 O- 1 F / NOTE: PROPOSED RETAINING WALLS / / V / X_Dog M� /xSo 2 0.25 CPF� /'" SHALL BE ANCHOR DIAMOND PRO z \ �� M t�CATIONOFROOFDRAIIEI 4s w 4�w =° °� 2 �'o.3SiCF5 / "JAMESRIVER" / / O 3 V / X Do "z w yza w GR DI H 0�� / / / / / / / v 5 PROPOSED io PRIVATE DRAINAGE EASEMENT PROP ED z NoscA E °'zy FT / / / ' / / / / o YARDD AIN4 (SLOPE=2.9%) / / / / Q z n V� EXISTING PRESERVED $ �xo / / / /� / / O 0 VA STEEP SLOPES �/ / �' a9�� • ° � � / / j / / vvi m w w ATCHLINE - SE SHEET Zo NOTE: SEE DRAINAGE ,Lu SHEETI8, / / / / / / /- / o m Q 420TW 22fluG FOR DITCH DESIGN INFORMATION / / / / / ,, / O Z �w 26TW �� \ i / ca / / / / ca p u 3\4zs yzarw �A,PROPOSEDTREE zo Oz= 0.37�CFS / / / / / U) Lu m w o �/ //// O I I l ° \ W 394 3986 40 5 0. - So y2 S PROTECTION FENCING a= js V23 FPS / 4ary I s 8 a w \ SS 0,o 0.45CFS \� - / - - - 4o66eW- \. / m �O AV A yob TW 4- TW `, WIDTH 6 0.r6W� / / V) O �BW I I !� I [. \ l z4 NO SCALE m / o �CJ. .� I 4x8 T,A, 43o TW PROPOSED WALLS (SLOPE / / / / / / � ' bm (MAX. HEIGHT 6') __ _ I 3gaTW Q I- fi oae�Q� °o �cG11 W V�+3 NOTE: PR OPOSEDSLOPESSTEEPERTHAN / Li o �� _ ] Itl- r r _ .v � 404 B ya TW \ ,' 3 -3:z SHALL BE PLANTED WITH NATIVE STEEP I$°�`' _ o� 1OTw SLOPE MIX WITH ANNUAL RYEGRASS BY /� o LN ERNST CONSERVATION SEEDS AT A RATE / EXISTING 200' STREAM C9? oo. I ° 1O -, = aoaa % aog w 2 PA OF 6o LB P R ACRE, OR i LB PER 2,000 SF. BUFFER ° Z� I I I w lo: - I - x3'a • • 42 Tw�'`yi6�W - / EXISTING MANAGED STEEP o aaw _V •..z2rw PROPOSED DITCH / �. Dyou, _ I _ ' L- 0 = S -SLOPES ---- z 39 I _ I 69- � 40G.0 \\ yoBTW\ 4n BW 3.. ` / 2�b58 CF / _ - 4039 •. 42yB 4z7 TW \ �- .zryal - mow. 42oT,,y �-EXISTING 20' HISTORIC PROPERTY BUFFER 3'= 31 V2 g.2 FPS asr.'1' �,� o �°, � d B ,/ C 2 JUTE DITCH Cho 0.73 CFS / -� - o ICI-� \ . 4035 ..00 G03 _ r II`t�? ~�'\3x 4o6 TW a3TW / E WIDTH =5 Di=0.26 FT/ N CD o vI NOSCALE / ° 39e.5TW. PROPOSED 18" YARD DRAIN "' No C4 P / (SLOPE=23.7%) ¢ 0 394uW Z Z o rti - 4 4Oji.8 _ LL \ PROPOSED8" HDPE �\ a B / '" ° 386.586 �w 3yarw - nl n l - - ROOF DRAIN SYSTEM (TYP.) y2sTWA � a 3- _ :r � 39z TW 39 � � � .°i' -, - 4. �I m 400 9� _' .. � � \ - G ` 406 PROPOSEDS"HDPE I � �7`°','II� - 4 yo29 - r-lio4. \ � `rz3x 22Tw.�4z9rw I $• 9b'- So\ _ yoofl vD4 PROPOSEDio'PRIVATE ROOF DRAIN SYSTEM(TYPJ -98. -- -IV' uiI \ / yoa2 ('. / - 1 1 - 4osrW _ DRAINAGE EASEMENT I / / I F �j,2 1 �.. LLrQ .. \ 4008� FS �` zj ( ) E / - 'p 4Oz 9 PROPOSED WALL I o', yozo Li 17�� I^ �- ... __a w �4002 ' �C /^ � 2�_ \ � \ / - / (MAX. HEIGHT-6') 390 TW I39zTW I n IM ' 2.OoIM Yl 3996 v 3 / �.a'. 82 - _ozTW PROPOSED 18" YARD goB -4 �LL_ 5.9 ,i°y 69� LLIQ 39 4 a6TW k4i.., \ �o \\ 396 TW IIv� .. ./ y o~ 3968\ �' / O QRj � �' �; �` �3 6i 14*So � o3TW vo � �L9 0 / / EXISTING PRESERVED / / / 0 ( g. I �- 44 \`\ 402Tw yoygW / / M = / I STEEPSLOPES I I 11111 1' oo.za yoo.y` - rl�\W V \\. Z.6J� / / _. to 'y��.' 3948 4�4 396 BW oS TW % / / / 1\� 6�60Q III FFF�Z4 �- 'L yo2 TW 1398B ® v I_q 4o2TW �� / 386TW 8 m 3 4 / > ��xr / I - -PROPOSED WALL - yrw I �M �- -� 399i 99a>3.8 1� _V OCATION OF ROOF DRAIN TIE-IN i OFFER,. q„ ,/ i - q'�i,- - iS* y°3TW \ N 7 ° / I � (MAX. HEIGHT=6') - - I 3 46 3S '..0. \ o l-- _ 3g OF 3g8.67 \4 \ i (� o°".•o.tGgRa{/l oO D z '- �37 378B 394TW �\ I � lI'I$p1�/m 2 3993 I o w x 'J���.ry \ / l Q�-/-F�-•�•`�Q° / / .l gz.o Ell , / r / M / 384TW �a 563 `sue S o 5�4% u \ 397d " �l / -1 398'g�°�Gq / /� / 92 rc PROPOSEDzo'PRIVATED AINAGEEASEMENT(TYP)/ / /r Irr �-?''� � - � � l � /�� �F,c96 6 // /, � � �V �V " / i/ / / � � \� o \ g2rw a9.rw, _ 3 39a y ��i¢ r z i -1� y ✓ TG 39733 �GgRc�/ LOCATION OF ROOF DRAIN TIE-IN / P $ W x B.o 5 OCATION OF ROOF DRAIN T1E-IN \ 2 - < \ C//'IV�/ �/ t- F yyS33 �375 38. TW 399 W rg8:6 1 8 N \ o00 �. 4 \967 -~ / // \ / \ / / O O 8 -3. z. j94 T- - N o 3979 •. \ 39` __39543952' / / 39z3 9a.5 TC O /J / / / // I I N o � 9 9 � 39 O - oTW o /�\ / / / / 1 / I / F a _ �O u/<. ci. . • 396 \ / 39/ 38g.g2 \ v col a 397 s \ 3g4 90 42Tc EXISTING PROPERTY LINE (TYP.) / � / I I / % ' / � � I�I � -gym-, � � \ PROPOSEDzo'DRAINAGEEASEMENT(TYPJ o •e � 392.7 a / / ti a� z.o . °.. ° \ � � a 3746 _� _LL l9 ,396 �.. N _ 34 4 V PROPOSED 8' HDPE / I I - LL/Q `j/4� $� - 397o f � / I o � o I� ~ S 9 17C ROOF DRAIN SYSTEM (TYP.) 39°7 x39a.� 9o5T�� 4z / / \ LL� a � l l Q ..: PRIVATE z J7 Nam-� -� OURTYARD.. 390 gob 388.83EP. J s 372- nl� - u i \ Z, _394v6u - i 388.s1c 3a To DRAINA SEMENT�' �. 37za I 3z -- W�¢U' 4.0/6._• 3969 o�O.\-- .- - 394z 43TC •, PROPOSED2o'PUBLIC�o 38o N/, 38BW ____ 3969 to -- �i cLil .I� 4xoa DRAINAGE EASEMENT ccup /O - ° ecnv 9zTW � .I� _-- 3. % •' - -�-r � mi II W � � PROPOSED 28" YARD DRAI -_� ^Iry / 39s33.8 6 ui N . (Q c� �N / 'PROJECTBOUNDARY(TYPJ / PROPOSED8' HDjPE FIaS -- N�Iur- 3929 o n� �6 386.67 C� �� 877/' o ' ROOF DRAIN SYSTEM (T 1,.) °i LL I¢ °u�' :, { /A W -- ------I j4_ =...• 3948 ° 3948 . o i .„\ _ "/ �� �� / / O ~ o 7a v� s Bw V+ _ _ ^ 38A9 GD- / /EXISTING INTERM. �/ NJ Q 3 QO I 376 T_W 38"TN 90 TW �l O, _ 3943 °�°. 3949%. W �!' Sa �sfi /. Q� 4�j`(. l�' �o A O STREAM / / ,/ c PROPOSED WALL °mF1'"'r�`-�,• - '\ a (y�l _ -� By.2Bw C� v 3a6.2 a, / / / Q '- I (MAX. HEIGHT=6') dI� - \ _ < I _ _ _.39i9�- /yV lw /�t� 4'9 308 3938..,��.. \� _ A�i 364�W_ "V\� /^) - o • .� / PR© z u / u __ / / / / \ j s- -I --- - _ \ \ s6Tv �9� ass / PROPOSED UNDERGROUND/ UND/ I / / () O dS ^hI _ E D O / / e8 -368 a J I �� 3933 �� \ P OSED 20' PRIVATE \�_ nT°� �' DETENTION FACILITY / I I / / ' ■ I .3933 DRAINAGE EASEMENT - - J O m -- - \,. 3. %o \ l�"i ...FCp �\ /V'Q 3848 L_ I I I I ✓ �i .. / ...39o.gz a 382TN 88. TIN I4WyI¢ fi.z .. -I-- It>I �x Oi✓39i.yz TC� 4 38g.83 TC b�/O\\6 1 1 I I I J I I I _.: 37 TW 376 W 38y5-II-___ T_t _ 39�9 h o �m. -\ 3tl9zH \ J` �.;. ..,hi0 ,\ 38y.o /: I l M 0 "� -39z 92 0 �q�, O x 3 �`%'/�� `36yi w o PROPOSED WALL r --- v / / "� \ I (MAX. HEIGHT=6') I ° Im I 1 o mlaY\ W I - .. I I / / / LL I°. \ I I I �Im� _I 43% 39z6 �y 39z 64.fi%- \ M� \ 0 8 P y/ 3 2 �,./�Q .� 367.4 G I I I I r '^ I I I 16 , z I ��'I`" r 3y \ \ .:,9 5 \\ V J- `J O �� I I I I �� 366 �___�z% - 3922 �ry ___ _-o:g V� 38y TBW / @, ��-�� 38z.6 r 3 I \ v r I I I I - 22 _ Ln 1)1'4 \ \LOCATION OF ROOF DRAIN TIE-IN � 3g9BW PROPOSED 20 PRIVATE \� \ ro° / I J F PROPOSED WALL 3 2 s^ �` °� y;a _ _ 9 3 j ENT LL I w m .�x DRAINAGE EASEM o I (MAX. HEIGHT=6') 8 rev I ��nnl 3929 I� \ �/°9'08 / 7 11 I z 374 W 76 I ran a -,I_- I 3 94r% tLLwi lQ / �� i B 7''382 I I W C7 J I I \ \ I I I I I 37zTw o ----- / PROPOSED8' HDPE \ I z 330TW I I �4� 39z.7 -ob.. ��D_________ J O. 3 2 W 6 w J I 39�'7'l° / ROOF DRAIN SYSTEM TYP. / 3 __ I ... \ _ 1_ . ( z /Oo I I I I \ FEMA2ooYR I I I f \ a. t - - I . �- In / / " aarw i � \ �_ / /; � � � I I I I I II �I� EXISTING MANAGED STEEP O z LAIN PROPOSED WALL / <' / I SLOPES o y�I I I 373 a min,l.,r+_ -- J m 39_�4.09'0 I¢ / / 38o rw, -(MAX. HEIGHT=6') 7yTv II n " - LL It9 f / LOCATION OF ROOF DRAIN TIE -II 1B I I F 366 38z BW l t IQ _ \ /;9zo - f / /IOW W W W W/ / _ / �.% ` I w O o I I I 371TW 386TW '.374 \ z.o� PROPOSEDWALL 39 O I a BO TW 82 BW n 0 6 I Q 6 � 3 _ Bw _ �MAX. HEIGHT=6_' i I a � / 3 4 /��,r / \ 36 °786W 388 TW 390 TWA \°19+50�- - -.�OJ ZOxOO 382B / (� W W / // s - w w 372iw 36 r ti PROP ED VDOT STD. EW-2 > �_ � `. / '•� W W y -III _ PRO�OSED � WITH IPRAPOUTFALL �- 38oT 382TW� A ]O, 374B r 1 / . / I � i I o oO �e46w 33 �36oT PROPOSEDSTORMWATER� /'� STORMWATER / �� f LOCATION OF ROOF DRAIN TIE-IN 3/ 3B°TW ayBW g y bg/W W MANAGEMENT EASEMENT �/ MANAGEMENT `390 W e ACILITY I JJ �sBw � 366 eznvrwW �� / I� NOTE: PROPOSED SLOPES STEEPER THAN / w w w w-O�w w / / EXISTING STREAM w • 3 SLOPE MIX WITH ANNUAL RYEGRASS BY --- --___. PROPOSED 8" HDPE SPAC �� �_ � ' I I E �w i SHALL BE PLANTED WITH NATIVE STEEP_ \ V P I I \ \ w E / �� / 3 o ERNST CONSERVATION SEEDS AT RATE'�"'� ROOF DRAIN SYSTEM (TYP.) �� � W � � � � � � p w ° OF 6o LBS PER ACRE OR i LB PER i,000 SF. � CL = ° PROPOSED 20' PRIVATE /y EXISTING STREAM° _ \ N -O T1,1 rZ op DRAINAGE EASEMENT w - / / / - I I I GR�pri C C A E \ \ JOB NO. w o \ / 3° ° ° 182150 POLO GKO-UN,'�S ROAD o _ v v �� / / I \ VARIABL WIDTH PUBLIC R W o - _ �� ✓ ✓ +' \ SCALE �� / imll �/ I ( N FEE' ) 1 =30 ° _ _ - - - � nci- r � c � 3� ft. SHEET NO. n �� QO Oo no \ f4sz— N. h %PROPOSED 22" / / / / Paty Saternye, Digital Signature Approved Plan September 23, 2020 SCOTT R. COLLINSZ Lic. No. 035791/1 � r Z w 0 Z O r PROPOSEDI2"YARD DRAIN �cRR q ST a D x Z o � �` 434.y X4344 \ \ s .. ' 9/na^� / .4349 g�' PROPOSEDio' PRIVATE w\ Z m 3 YD ti DRAINAGE EASEMENT w 6 �../\ce PROPOSED 8" HDPE- 4 s ~ LU / / / \ \ ROOF DRAIN SYSTEM (TYPJ 3z.7 c')uw) o �\:� wp[ 434z /Ox4 43375 � in PROPOSED u" YARD DRAIN SYSTEM 43\` h y ° / 434 =src (0 r�^ ` / 43-8 �% / NOTE: PROPOSEDSLOPESSTEEPERTHAN `I )Y�,��w")464g I/ 33 oo€P v 3:1 SHALL BE PLANTED WITH NATIVE STEEP \A3o 433= a33sorc SLOPE MIX WITH ANNUAL RYEGRASS BY w 43°33 D- °� ERNSTCONSERVATION SEEDS ATARATE \ \\ f 77�� ° OFF600LBSPER ACRE, ORiLBPER z ooSF. /vim w s o 4="YARD DRAIN \ \ \_ \ w\s \\`. . 43�:S$ / / S6\ \a\ _ N- s w O O - / �... 338 PROP ED 18" YARD DRAIN \ \ \ \ \ \ s � Q � � m Z.33 6TW / \ \ \ \ \ O C-4 .Mi o F 426 / /r --- I ' - _ 4z 7 I o eTw ROPOSED zo' PRIVATE \ v ° 4 � DRAINAGE EASEMENT ' yj \ w L=1O" O z= 0.28 CF5 E `gzg.z h / 43z W \ 8TW s V = 2.10 FP \ ° LOCATION OF ROOF DRAIN TIE-IN 4z8 = EC-2 JUTE DITCH Oro 0.35 CF TW I NO T ALE �0 0.23 FT I \1\ \ 4=70. / .430BW h` 440 (SLOPE=11.7%) / / l s F oor srw ROPOSED DITCHL9 \ \ r / >, o. \ (V \ 0 4z s. 4366W 454/ / \/\-� / Cy) c - _ PROPOSED S' HDPE / [c�/ g o/ 4zaew 44orW I 1 / / \ CIO - ' / ROOF DRAIN SYSTEM (TYP.) /^goo ti 43=Tw - 1 \ _ / I 42 � m % �1b,� � �/ PROPOSED WALLS / N 4zzo ° \` / \°b .,4� 6 434 TIN -\ // / / Q2o `' �" = 434ew (MAX. HEIGHT6') / / � / s \�430 BW o — / / ✓ - /ry�rao`4z3.o. 436 TW I / // m ry/ry~ 3.. 0 4 oBW I I n / F 41&0 YD-9i� .o yzrz3 _ I 1 / / _ > Jam/ 41�4. L^ V, � • yz `M •4n6 428 BW / O ry O _ EXISTING MANAGED STEEP / / FJ� NO 84634rw ( SLOPES / / M / _ a PROPOSED lz" CLEANOUT TYP. Ntp� � � -�� �0O" ti 4z6Tw I I I I I / NOTE: PROPOSED RETAINING WALLS / / / / °'/ 4 SHALL BE ANCHOR DIAMOND PRO / / o 4z6BW I I A / c 430 N XISTING 2o' HISTORIC PROPERTY BUFFER "JAMES RIVER" / _ /J ` 418.z 41z.e \ ��/z6N ROPOSED 18" YARD DRAIN / // F f MM LOCATION OF ROOF DRAIN TIE -I YD_6 ,z an 2 - ' / / LU W I� ° SPACE / � o ( ° �\33 TWUr /• / I\ 4z5y1 /4 BW \ / / / / J � \ 420? I ^/ `o ° / 23TW 3z TW DL=10 0� 2.O�Q FS / / / // / / ✓ / PROPOSED 8" HDPE \� I .0a a s h) / 4 a.� �. V2z.8$ FPS \ / / / / / / / / _ 0 w / ROOF DRAIN SYSTEM (TYP.) / y 4 /�� % =y gW EC-2 JUTE DITCH Olo 2.5tl CFS / / / / / / / U 0j / / y3o TW I WIDTH=S' 0.5 Do 2,FT 1 / / / / / / / / O o Now 7(SLOPE=z.8-6.7%) X-Do / PROJECTBOUNDARY(TYP.) / / / / LU Q p4's PROPOSED S PRIVATE _ o° DRAINAGE EASEMENT I / / / / / / / / / / / E 438TW ' I / //�Ul 'po.y / PROPOSED zoPRIVATE / / 4'BW w DRAINAGE EASEMENT / / \qo2 F X-Do6 yo61.67 �� / JI Ti z 42s PROPOSEDWALLS w IO+ouo ° 4�� 4 // �� a3°Tw (MAX. HEIGHT=6') / / / / / w 088 / / N 4oag Lo •SSb 0 / \ 4 4o f z8B 8a w / / / v M Sox /' PROPOSED DITCH I \ \ / / / / / / / / ~ o EV U090 % / > � I X D ... ' OF DRAIN 10 TIE- i/ - / . LU LOCATION OFROOF 1 / 41 .. - i6 4z3 W o \ \ \ M / / / / / / / / / \ I Q \ DS PROPOSED to PRIVATE DRAINAGE EASEMENT (PROP ED 2 \ / ° YARDD AIN 4" ; \ / / / / / / / / / '/ / / / \ \ (D > G PRESERVED I / �Xo D- O I / // / / / / LOPESYk\ \ / / / / / / \ / O —CN 396 r 420 �6 ATCHLINE -SEE HEET g \ / / / / / / (�22 , vI�Ii//////�\1jTWN% e � / / / / / / // / U ° /� ax 111 4=eTw .PROPOSEDTREE / / / / / / �— F l 394 396E 4°, d o. Sp 4zzTW �,, w F \ PROTECTION FENCING / / / / / / / _ E y�-Cpl g6 TW / G�\\\ " e I / j. V / i9 \ 4os.5 BW spy � 2 0 .. .r` 4z 7W / / / / / / JOB v �,a� ��v / / / � / /G A�HIC E I � �^ ° ° ��,� � � - �� o8 TW yz W / tr 398TW 1 ..A 4z3 4 / NO O 398TW o) y 43oTW` PROPOSED WALLS / _-- 1 'oz.z .°r (MAX. HEIGHT 6') / �i 3 / s 3 ° _ 'yx8 ram` NOTE:PROPOSED SLOPES STEEPER THAN / o / o i /o a" 39� W - LL )K 4048 y/�� °O \ 4a1BW �t 3 / 182150 ° I � / U 2m ] 398T _ LL) I ".6 n 4OUTN' ya nm \ 3 3:2 SHALL BE PLANTED WITH NATIVE STEEP / / 90 a 2 - IN 4°4 s / �3. o� SLOPE MIX WITH ANNUAL RYEGRASS BY / 7 j� / SCALE ° /) LN ERNST CONSERVATION SEEDSATA RATE / �� (�N-FEET I°=30a ° EXISTING C9I °' -, 4043 12x a�9nv`w �w A i EXISTING MANAGEDSTEEP Z °o. 4• OF 6o LBS PER ACRE OR 1 LB PER 1 000 SF. 1 inch = 3 t. / / I BUFFER / 8 39oa �88W I ILL I / ` 'S\urw \ PROPOSEDDITCH / / / SLOPES _ SHEET NO. n 396 TW 399 TW I I-- sy •-. -. - . 40 0 \ - ... .yoz B. ..a' 403.9 W 40 .o 4o8 TW 4z4B 4z7TW / I) zbJ° o ro 0 4z0TW \ ' EXISTING zo' HISTORIC PROPERTY BUFFER / / 10 HEIGHT OF )BJECT=3.5' 425 / \ 25 420 / XISTING GRADE \ 20 415 415 / INE OF SIGHT 410 410 / HEIGHTOF / OBJECT=3.5' 405 05 HEIGHT OF OBJECT=3.5' / SrGyTO/ST 400 �,o, 00 HEIGHT OF PROPOSED GRADE OBJECT=3.5' 395 95 INTER ECTIOJ OF WSLEY L�ROFI v IDISTANCE �TANC ESLEYCIRCLE 390 390 tD LO H .T O N tD N Ln n 00 0) 00 N 0) M n tD tD tD M 'i N M O M 'i O n O O 'i O 'i O 'i M 'i O N !n Li, O N ri) tD O N 'i O N H n O N 00 1+ 0) N V1 Ol It It It It It 't It It 't' a s It M a M 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. C Paty Saternye, Digital Signature Approved Plan September 23, 2020 I 430 425 420 415 410 405 1EIGHT OF_,,J BJECT=3.5' 400 395 O O S HEIGHT OF STING GRADE / WEI PROPOSED G OF SIGHT r` CO m m ry M to Ln OD 'i tD N O1 1" N 1, M M 'i (n d Ln tD Ol t N N 'i A C1 00 O O H O N O N O M O M O N Ol a 't It .t It It 't .t It It It It It M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 420 415 410 405 400 395 390 385 HEIGHT OF OBJECT=3.5' 38o i 375 Cp .t n M INTERSECTION OF ESLEYI CIRCL &ARCHER AVENUE SIGH DISTAINCE PROFILE i LINE OF SIGHT j HEIGHT OF EYE=3.5' / XISTING GRADE r GRADE n It 00 ID 0) O tD 'i Ln N W/ (3) N N Ln O M Ol .t 0) In 00 N O M I� 00 00 0) 0) O O 'i 'i N N M M M M M It It I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 435 430 425 420 415 410 405 HEIGHT OF OBJECT=3.5' 395 C 0+00 0+5o 1+00 2+5o 2+00 2+50 3+00 3+50 4+00 425 420 415 410 405 400 395 390 385 38o 375 SCOTT R. COLLINS'Z Lic. No. 035791,E H z w f 0 z O J 0 a k � O U Z Wca J o a 0ZJ ti w Co z .. W C� Vl w H � I w O ti _ M rn N M � Q N O w rn N NI..I.J M W w � J J 1 � LU ` � J r-i LL r 0 U < U Q z U z a U M w J 0 w J 2 UlU) J cn w zw 1--I U, p w O E I:e J Q W U OF 0 O O =3.5' N U W J ti U 0 ~ w O a W 2 to JOB NO. 182150 SCALE 1 "=50' SHEET NO. 11 isJN I l Z I UP 1. STREET TREES PROVIDED 50' O.C. AND 5'-io' FROM PROPOSED UTILITIES. / / MATC H LI N E -SEE SHEET 13 a. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE 1 ' ! MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ' _. _ _ _ �M LL SudP, � �' I '+' HISTORIC BROOKHI ��[pJ�� _ ` ` ° \ z8 PATS M 3 _w w �✓ w \ w w w w � w w � w � �✓ w I \ � — 398 I � / 3 PT � 1 LAP y// LANDSCAPE & TREE CANOPY REQUIREMENTS TREE CANOPY REQUIRED: 15% OF 7.402 AC = im. AC TREE CANOPY PROVIDED: EXISTING TREE PRESERVATION & STREET TREES TO REMAIN = 0.45 AC PROPOSED LANDSCAPING = 0.76 AC TOTAL TREE CANOPY PROVIDED = 1.21 AC /z PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: REQUIRED LANDSCAPING 1/10 SPACES = 28 SPACES Qa iTREE / io SPACES = 3 TREES REQUIRED TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 7 TREES PROVIDED / POLO GROUNDS ROAD RE -VEGETATION PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY ASL ACER SACCHARUM TEGACY' LEGACY SUGAR MAPLE 2-1/2" cal. 9 1V JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 17 MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA 6'ht. 5 LSR LIQUIDAMBARSTYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA AMERICAN SWEETGUM 2-1/2"cal. 2 PT PINUSTAEDA LOBLOLLY PINE 4-5' ht. 16 SCOTT R. COLLINS'Z Lic. No. 035791,E `, - _ i'L J z ASL i A _ zg PVR _ � / • / ,w .vl�/w vw v�✓ v, w .v- v✓ w w ZZ'O n-. yl F 5JV / O y --- - _.,/ k W Q + ;• I _ _ S �� _ oz JN PROJECT BOUNDARY (TYP.) / / / '` I'll'? � J Paty Saternye, Digital Signature d o -I Approved Plan '�w/ u � u V/ September 23, 2020 Z zLSR L 3 �V AS3 / / �• z • i W I LIMITS OF o ASL i-�- -- I 3 / / / , .�. m GREENWAY(TYP.) a NOTE: PROPOSED SLOPES STEEPER THAN ICI Z A \ /Y/ o wj / 3:1 SHALL BE PLANTED WITH NATIVE STEEP / / / j w / V A A \ STO OFB SLOPE MIX WITH ANNUAL RYEGRASS BY � .. w �� v . Rid RO a H OKti ERNST CONSERVATION SEEDS AT A RATE i' p L / _ OPEN OF 6o LBS PER ACRE, OR 1 LB PER i,000 SF. � � >/SPACEC= / LU k J/ O. ACRESw YN� �j y R 0Rq PROPOSED LIMITS i"^ -y FPC-q U/y OF TREE CLEARING __-_'� / 6L �6JGO J ��4.6/4 � l / / / / J / �JGO�'OSO�(1FR PROPOSEDTREPROTECTION ENCNG 3 PT N N •1 J . I •' I •.°�' iA / / // �/� 4 / W 4 W / — — 81G5 I � �;� ` `V II! I / 3 -- , ; 'T_-- ;' ; ; — / 1 C I � -- \/� L ,' � � � V � ` 3 QS — / ., 376 �� Q l i � 1 g I- �' . � / �� � i CYi � > J I 00 F i / I NOTES:_372- F , A r \ OUR — — — — A / / / N -- i. ALL LANDSCAPING SHALL BE INSTALLED / I I / / / / / / -�-� ��_____ _ —� o w / / / / / --� ------ _ __ V I I �� BY THE FIRST PLANTING SEASON I / / JII-- - I � � lASL FOLLOWING THE ISSUANCE OF THE FIRST �I •' � �� �-- — — � � CFAS CERTIFICATE OF OCCUPANCY WITHIN THE P I / / 7oNHDi II \ \ \ DEVELOPMENT. l l i z. ALL LANDSCAPING AND SCREENING SHALL f /I II / wo B MAINTAINED IN A HEALTHY CONDITION W o BY THE CURRENT OWNER OR A PROPERTY - OWNERS' ASSOCIATION, AND REPLACED zI F-- --�-I--- I ` \\\�\\-�i- `-(\/1 \— _/ / QS\ / /39 ,, , _i/ F OS\Q =i Fes✓ 3\\ v / / i // /l/ I iWHEN NECESSARY. REPLACEMENT `J^ MATERIAL SHALL COMPLY WITH THE 36s LU APPROVED LANDSCAPE PLAN. m XISTINGPROPERTYLINE(TYP.) 001 S O W (�,Wg _o 5LSRI OUa-` I / SEEAPPROVED �ROAD PLAN (SUBzo17oo117) � ���/ I / I I �J= Z U U U 1� a C � z a Jv / � � I I w ns - --Y -- -- o - / �� 8 ✓ o � � Iw� I � I �3MV/ / / ✓ - / � I / A I I I � � I� _ � / / i � � E 3 PT I I� NOTE: LOKHILL HISTORIC BUFFER BE BROOKHILL HISTORIC HOUSE LOT. THE zo'CD o Z I p / / � � /� I BUFFER SHALL BE EXISTING UNDISTURBED W EAM w / - UAP -w- /' NI w BUFFER. 0 PROPOS D W w JV� /^STORMWATER / / F- O z MANAGEMENTz81GS FA�TY U EXISTING STM \ OEXISTING 30 w o ---- 3 MV / �\ 1 ` _ a I W 51v _ �s5 / / / - / I N NOTE: ANY PORTION OF THE 3o BUFFER ALONG - --- ✓/ / - - / _-_vim ;/ / \ a +~ / - POLO GROUNDS ROAD THAT IS NOT CORRECTLY o LANDSCAPING BUFFER, - /� Q — o m �� w 1v / �, "� %F I I WOODED OR THAT IS DISTURBED DURING GRADING (D / / II/ � _ 9 WAY ���I 6JV - �, l FOR THE PMENT EXISTING POLO GROUNDS ROAD 10 PT \ IMPROVEMENTS OSHALL BE PLANTED AND O � x _ STATE ROUTE 643 w - - / / r 5 MV '// _ m I I/vv I I I I I � SCREENED WITH A MIXTURE OF DECIDUOUS AND � m QO EXISTING PUBLIC ROAD _ 4ASL 3o'Ly� O BE APPROVED POLO GROUNDS ROAD - / l Oo VAR. WIDTH PUBLIC R/W ' ' �8 /1 LSR _, _ - CUF ND me.E � EVERGREEN SHRUBS AND TRESS T _ I I \ oEa e u � BY THE DIRECTOR OF PLANNING Ff EXISTING POLO } 1 �A� R m8 ��� v I I I I o VARIABLE WIDTH PUBLIC R/W � R GR I _ \ ��- PROPOSED TREE I I B 1 LSR g8roe PROTECTION FENCING GROUND ROAD BUFFER _ _ 1 W N PROPOSED LIMITS I — -- - -- -- -- -- � v 0.305ACRE5 NOTE: PROPOSED SLOPES STEEPER THAN � — C "��'\ � /� ,ee \ `II � \ 0 = o G POLO _ - -- --- CO) oCLEARINGI I r I BUFFER_ -- \ \ \ TREE J B N — �— SO\ aca I C. NO. 36ACRE5 — __ -- - -- -- -- O Oo Qo --o--- -_-ERNSTCONSETVATIONS SEEDSAT, - - \ 6P\� i1JV &gip e - \ w o -- - -- -- O - __OF 6o LBS PER ACRE, OR 1 LB PER l,000 SF. MV + i O`II\ 182150 y o o po p o o / 5 �SASL "mow - yap �� S GRAPHIC SCALE o p --. -- -- ---_ OO a \ P 1 \I \ \ SCALE v ABL NIA \ �M_ 3" " 3" 6 �r 1 "=30' o �— — �' WIJj7,Ul S ��A -- - _ + 1 �u -- -- - -- — - ea / J S / / ( PUg�IC ��NT�D �qI ND �BE�B(JFP-LSR w�� A� \ \ IN FEET �l SHEET NO. APES ER Q — A� / A 7 , Av v y _ — �, / BUFpFRR I \ V� �A�i inch ?�� V _ 12 PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE IQUANTITY CANOPY TREES ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 10 LSR LIQUIDAMBARSTYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA'AMERICANSWEETGUM 2-1/2" cal. 27 INS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 UAP ULMUS AMERICANATRINCETON' PRINCETOI ELM 2-1/2" cal. 30 CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 20 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. i CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 8 iv JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 21 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 17 PT PINUSTAEDA LOBLOLLY PINE 4-5'ht. 111 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 30 JGO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWL'JUNIPER 24" min. 193 JN JASMINUMNUDIFLORUM WINTERJASMINE 24" min. 268 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 70 PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 24'. min. 28 PVDB PANICUMVIRGATUM'DALLASBLUES' DALLAS' BLUES SWITCH GRASS 24"min. 158 PVR PAN ICUMVIRGATUM'ROTSTRAHLBUSCH' ROT I I I I I I I I _4JB_ / . 1 o� rl Paty Saternye, Digital Signature Approved Plan \ September 23, 2020 y a \ ry aii �� `'�: u /. 6 UAPo` \ / STRAHLBUSCH'SWITCHGRASS 24" min. 21i c 7'3N Tree Planting and Staking Detail 3LSRfv° \w Not To Scale w TREE CANOPY CALCULATIONS LATIN NAME QUANITITY CANOPY TOTAL ACER SACCHA RUM LEGACY' 10 195 1950 CERCIS CANADENSIS 2 124 248 CORNUS FLORIDA'APPALACHIAN SPRING' 8 124 992 JUNIPERUSVIRGINIANA 23 16 368 UQUIDAMBARSTYRACIFLUA'ROTUNDILOBA' 27 206 5562 MAGNOLIA VIRGINIANA 17 113 1921 NYSSA SYLVATICA 8 123 984 PINUSTAEDA 13 207 2691 QUERCUSSHUMARDII 20 329 6580 ULMUSAMERICANA'PRINCETON' 30 397 11910 DOUBLE STRAND #22 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 a121PH]:IPXCI7_1019 TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #22 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE oll = \w Landscape Notes 34 } \ ° 1I CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ; ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE t0 ` I ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE _ 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 _Q28\ 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN TOTAL: 33206 - - / / f '., F / / \ 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 / APPROVED BY BLOCK 8B 14.432 AC / \ / �� / �� . / / / 5 JV TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. / GREENWAY - 4.04 AC ¢2s / / ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE -� / y,, � 3 J EXISTING ARCHER AVENUE & \ / I I // 4\� I; 3 LAP OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE POLO GROUNDS ROAD R/W NOT INCLUDED / I / /\ \ EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS „. J _ R NOTE: PROPOSED SLOPES STEEPER THAN WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE OPEN SPACE WEST OF STELLA DRIVE 1.5 AC 18JIC / 00� �JF 3:1SHALL BE PLANTED WITH NATIVE STEEP. GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR . g SLOPE MIX WITH ANNUAL RYEGRASS BY TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND BUFFERS WEST OF ARCHER AVENUE 1.49 AC / / v5 4- \ �O ERNSTCONSERVATIONSEEDSATARATE TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN TOTAL. 7.402AC W /\ 0�\` OF6oLBSPER ACRE, OR2LBPER 2,000SF. T DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC "\\5\ ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE EXISTING LIMITS OF MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). DEVELOPMENT AREA & DENSITY = iio UNITS/7.402 ACRES =14.9 DUA G WOODEDTREELINE REQUIRED LANDSCAPING: IS%OF7.402AC=1.1iAC /f '�,, / / \I Q \ CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL EXISTING STREET TREE CANOPY: 2 TREES * SF = 12 82 SF = 0.2 AC / 5 LSR 0 Q \ DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES 7 475 r 5 9 / q- 1 ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT EXISTING TREE CANOPY TO REMAIN: 6,972 SF = o.16 AC / g2o / / ( �Q JQ \ SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR PROPOSED LANDSCAPING: 33,2o6 SF = 0.76 AC �Ja TO PLACEMENT OF ORDERS. TOTAL: 1.21AC QC LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL �' 0Q- AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO NOTE: A 20' BROOKHILL HISTORIC HOUSE PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS BUFFER SHALL BE PROVIDED ALONG THE / / / ,% �, / N = �OwQs PRIOR TO DELIVERY. 6 BROOKHILL HISTORIC HOUSE LOT. THE zo' � � '; y;, / � / � / � \J�p� -� \ PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, BUFFER SHALL BE EXISTING UNDISTURBED AFTER FINISHED GRADING. BUFFER. / \ / %' `/ J /` / / J \ MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM r i PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE-SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PROPOSED LIMITS / / IMMEDIATELY PRIOR TO ORDERING. OF TREE CLEARING ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE / / MAINTAINED BY THE HOMEOWNERS ASSOCIATION. / /EXISTING BROOKHILL HOUSE / _ � I l PROPOSED TREE i PROTECTION FENCING r A j \ EN / / � I %, ��, � � / • ' Jam? � •f / f / � / / / 1 yg s BY THE FIRST PLANTING �• � a�r ,cam) i� a, SEASON +v6.►®ter' '+� --FOLLOWING THE ISSUANCE OF THE FIRST ' CERTIFICATE OF OCCUPANCY HISTORIC `w r� BROOKHILL v� / � v•mit HOUSE PARCEL 2. ALL LANDSCAPING AND SCREENING SHALL life♦ •, j BY THE CURRENT OWNER OR A PROPERTY T OWNERS'ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT BE MAINTAINED IN A HEALTHY CONDITION 'MATERIAL SHALL COMPLY WITH THE APPRCYED LANDSCAPE PLAN. / a ` • a PHIC/ LE, PROJECT BOUNDARY (TYP.) me is IIGgG�� ®.. ♦YA4�lD- �� 0 NOTE: PROPOSED SLOPES STEEPER THAN -10 3:1 SHALL BE PLANTED WITH NATIVE STEEP •.. yERNST CONSERVATION SEEDS AT A RATE �OOb16�P 41i • • • . If�/� Y/ilkweIt\���. . _®� `��4wdil► OF .. ... f ... ® 1992 DRP LINE SHOW PEacE own FENCING AND ORING I '/• I I Y CORD FENCE PlASnC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC Paty Saternye, Digital Signature I Approved Plan M - 401 September 23, 2020 3.38 Plate 3-1&2 TREES UP TO 4" CAL. SHALL BE STAKED WITH 24'342" 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 COURVEYTAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSEAND TURNBUCKLES 2/3 UP TREE 2"X2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale Conservation Plan Notes: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. SCOTT R. COLLINS'Z Lic. No. 035791,E H Z w f O 0 O � 0 V/ � U U co Z W o In J J O 0 I E� --r Z no Of w Of Vl w H � 1) w LU LU W 0 0 N N o (74 rn N .1 v 0 6 a 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. L9 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE I DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. M C 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED � BY THE COUNTY ENGINEERING DEPARTMENT. N °' ° WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, z7. CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF cv,3 TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE w TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. o TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT l J a TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE a PRESERVED AND PROTECTED. > 0 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE N ° a FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. Q m 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE a 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 Uj _ MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 1� o L m 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. > z o woo o or g a /�� `o UrW O � z° County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans r l v �1 3 C Q _WU (Handbook, pp ID-284-111-297 for complete specifications) = UL O � Thefallawinv ihma sha•be Shawn on the plan: eft V � ZI Trees to be saved', III Limim ofeleari¢g (ounide dnpkm of trem to be saved), l J v El Locafion and type of protective fencng, ® Grade changes regwring lice wells or walla; Y M z w 63 • Q Proposed trenching or barreling beyond the hints ofelearing. W o 2. Marklms: c > 0 All bees to be saved shell be marked with print or ribbon a<a height clesdy visible m egnilpme¢t openten. 0 E ID No griing xhnll begin until the tree trucking has been inspected and approved bye County Impector ''�^^ 1. Pre<onstrvrllon Conference: V) C O 15�. Tree presen�euan and protecden nlr®ures shall be renewed with the conceder on site. o� E1 O 4. Equipment Operation and Steraee: ILI Lu Z LrJ heavy equipment, veldcular lratFc and stelage of corrstruc[ien matoiels including soil slue not be permitted within the dnplines of trees to be L j f saved. z z 0 S. tioll F�sbn anJ ti1on��ale�/hlmllan�l�: ® Sodi devicux shell nut ad+en iy aflia lies to be xaval. L.L z W U) U) z { Fires: J �Fim are cot permitted wid in 100 feet of the dripline of trees to be saved. O 1. 'task ■■ I- O U Materials; ® Tosic nutwiala shall not believed within 100 feet of the dnplure of tress to be saved. I O yLLI Y. Protective b'enelne: El I roes to be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing. ZI Fenan shall be in lace and shell be im acted and a roved 6 u Co g P P PP Y unty fnepeclor poor to grading a mvaWction. m n e • . . ❑ f. Trae Walk: (D > 13 When the ground level most be nosed within the dripline of a tree to be saved, a tree, well shell be provided and a construction derail 'N submined for approval. O U 10. Tm Vtak O ILLI When the ground level oral be lowered within the driplin, a tree to be saved a tree wall shall he providedt and a colas rucho t detail N subanned for approve) w 11. '1'renchbr and g ennelbao 0 � When trenching is required within the kmita of clearhig, it shall be done as faraway from the trunks of bass as possible. Tumeltng J under a large tree shall be considered as an alternative when it is anticipated dial moessary trenching will destroy feederw om p C It. Clete w E e fencing shall be thelast items removed dung¢ die final deamp. 00 W13. ;.t,,S eesd (nbe troared imuwmately by pmmM, fertilization or other methods recommended by a tree specmint. JOB NO.NOTEHF.DE3'F.LOPER'SRESPONSIBILITYTT COREQUNFERWff 182150 NTS.HTHECONTRACTORONTREECONSERVATION to to SCALE 2/1/19 1 "-30' OWNS SIGNAT'LIRE (DATE) n o n SHEET NO. CONTRACT PLRCHASER SIGNATURE (DATE) 5!1/06 Page 1 of 13 m w BUFFER - 0.953 ACRES v v LANDSCAPING CALCS: / TH 0 BLOCK 8B 14.432 AC GREENWAY - 4.04 AC / EXISTING STELLA DRIVE & / \ 0 SCOTT R. COLLINS'z Lic. No. 035791 � L� ,E '-��r�-_�� POLO GROUNDS ROADR/W NOTINCLUDED �- v OPEN SPACE WEST OF ARCHER AVENUE i.So AC /_CD / f 1 BUFFERS WEST OF ARCHER AVENUE -1.49 AC 42z o�ssr 16 TOTAL: 7.402 AC i �o ONAL w EXISTING PROPERTY v z LINE - SUBDIVISION y / w NOTE: SEE SDP2019-00026 BROOKHILL SENIOR uvwG FACILITY FOR ( I / \ \ PARCEL LINE BETWEEN _ TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 7.402 AC / ` .? N / / / / / / , / / \ \ \ \ , BLOCK 8A & BLOCK 8B_ , / / DEVELOPMENT AREA & DENSITY = iio UNITS/7.402 ACRES =14.9 DUA / / / / / � LANDSCAPING PLAN VEGETATIVE `S BUFFER REPLANTING PLAN WITHIN \ // / / / v v v v v v` v v — _ / REQUIRED LANDSCAPING: iS% OF 7.402 AC = i.ii AC / / / o -- // THIS AREA OF BLOCK 8B. EXISTING STREET TREE CANOPY: 27 TREES * 475 SF = 12,825 SF = 0.29 AC / o EXISTING TREE CANOPY m\ - TOREMAIN:6�972SF=o.16AC PROPOSED LANDSCAPING: 33,2o6 SF = 0.76 AC TOTAL: 1.23. 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Lw Ow CoCi w Kow 8ww B�° _ w w /wOo✓ ww /\/ww www !ww my -ww www dwIww v- ' wo°� � •+'// V' I//II /�I 1 � I /I /I / �l /l/ //r / /I �4 I; � II 3 �-e.: ,g if-, I q _ W0.64ACRES (� o Y- • j CZ m ®® w O OV \ ® / EXISTING STREET TREES ----- o SEE APPROVED BROOHILL ® o EXISTING ETLANDSeo ROAD PLAN (SUB2oi oo2i>> ® \w m �w � w,� w�� w w ww www , oI U o �wwr.w� w��w�w�www��w� �Ilr��- lf5 LJ Lu � m L r / / �- �� -�'� / l/ l/ \ _ -- w w w w c .\w �.. _..�. --/w w w w OO / { ♦ - _ -�i/ // 0�111/LSR / // -_w W w �W-• yw J� w w /w w w W w V� .V _ W w W w W w w w w Y v /�——�� vr� \ w� w wI o ♦ _� W w P i\ v O0OQ]/ F ,vr y �1 /� Pat Satern e Digital Signature \ o _ — _ / Y Y 9 ® ® II\ �-W u Approved Plan \ \%\ \�\ ®® ® \� ® / // / _�---w .�. ._ _ + September 23, 2020 v - �� _ ® 0 o � _ _ o _ -/ - ® EXISTING POLO GROUNDS ROAD PT - 61V --�— - - - _ STATE ROUTE 6q3 — — — O° — EXISTING PUBLICROUTE ROAD 4_A61 JOB NO. 0 VAR. WIDTH PUBLIC R/W - v v \ o 182150 GRAPHIC SCALE \ GROUND EXISTING POLO LSR o �� o eo \ \ \ - - _ - - _ - - ® UND ROAD o0 BUFFER ACRES NOTE: PROPOSED SLOPES STEEPER THAN SCALE \\ _S� - _ - - - - _ _ - - EXISTING POLO - ' G 3 5� _ 3:2 SHALL BE PLANTED WITH NATIVE STEEP\ uc r a��� - - — — — GROUND ROAD BUFFER- — — — — - - -- -- - - 1 =4� \ — — —\ —�® ® SLOPE MIX WITH ANNUAL RYEGRASS BY IN FEET )v.., �v /��- �� ���\ ���-/�-` \\ \\ -\\ o.536ACRE5--- ---- ----- - ®� O ® -CONSERVATION 1 inch = 40 ft. a OF 6o LESS PER ACRE, R iEEDS LB PER T A RATE 000 SF. SHEET NO. --_ - �� SCOTT R. COLLINS'ZI I Lic. No. 035791,E j H H z z w w f f O O V V z O J d k 0 0 U O O � Q Q Z J O w w � j .a. Z Q Q ^> (n (n C� C� w III O O O N N N HISTORIC / / / ► � \. BROOKHILL / / / / // / ♦♦ Q4� — HOUSE t // // / / \♦ / // ♦ \ PARCEL ;' p c7 p \ M / / / / , / / / / \ � ♦ 1 I I j 't ss \ SECr�oN #z v ) - / I % p \ " z / / / / / / / / / / ♦ o ° A / i O ' o O O - QO `` I ° O O------- -1 _ CROSS S E CTION #.1 O \ ♦. o \o v / ° ° ° O° .'� j couRTvneD / �1 Z / \II /-°J •�� /> . UI 1 0o° ° O c Z / T m w 0 o 0 u ' °0 LU 0 1 Ul _____ ROPO E �� LU .STORMWATER .' �' °0 =NT nN/ o o y, 0 �y - FACILITY U O c ° , v� 0- ° o EXISTING POLO 0 o �� o i'o 00 GROUNDS ROAD W w %� 0 0 0 �� ° '� / o/ 000® —\\ p / o °O0o0 0 \ N / 00 / 0 0 0 0 o ° 0 0 0 o O O O F p opr O W 0 a m OF A,4,, 000 \\ JOB NO. o Paty Saternye, Digital Signature GRAPHIC SCALE 182150 Approved Plan 6o 0 j0 60 0 SCALE � September 23, 2020 , , o ° ° ° ° ' ° ° ° o , ®° 111 t!I op000 0000 ( IN FEET ) Cr} ° 00SHEET NO. 1 inch = 60 ft. ° 0000 0 15 0 o 1 GRADE _ ROPOSED 430 - EXISTING GRADE -- — — BUILDING 1 BUILDING 3 — — ------ — — — — — — — _ (SAR=32 .33) (GAR= 93.3$1 — — — — — — — — — — — — O 00 m l!) F m O7 M 00 M O O 00 00 M O O 00 00 M O O 00 00 M O O 00 00 M N 'i n 00 M M 0) N m 00 OR 00 V M .t L9 �D V M .t �t V1 w m N �O 00 �0 M O Ol H lD M O O N �0 M ll) N 'i n M 'i 'i 0) n M It q) M 00 M O O 00 l0 M O Ol 1, l0 m l0 'i O n M M l0 l!) 00 Ln p 00 m M M O O O N l6 0) lD M M w O O 0) N O (3) 1, M m I� r,M 'i a) N � 0) M M 0) 't 0) A 0) M M M lD 00 I� 00 M M M 00 M M 't N 00 n O0 M M a) H 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+00 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 --_ "- ROPOSED GRADE 430 420 - " AREA AREA 410 EXISTING GRADE --- _---__ --_-- — 25' ___ — — - 00) — —_ -- —_ —\ _ --- — — --' — — — —— =396.67)-- ------ BUI DING _ — ------ — _ V1 VI 00 M n 00 M 1p I" 00 m O 00 00 m OO1 n n M kD M � l0 M %t to M p M H n M ri Q) I� n M .t 01 ri 00 M �t 1p N 00 M .t r) O 00 M O rl 00 lD M V1 O0 00 lD M 1 3 H O I� 00 M N H 'i 00 M O O .t n M l0 00 M n M N lD N n M 0) H M 00 6 .t 0) r, m m n H N Ln n 0) 00 M M 00 .t W M V1 l0 0) 0) M M N M 00 N N n 0) 0) M M V) 1p M 00 N 'i M 0) M M N N M V1 'i l0 0) 00 M M M 00 00 lD 06 00 00 M M L!) .t N 't V) 00 00 M M 00 O 00 lD M lD 00 M M l0 O O M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+So 16+oo 16+50 17+00 27+50 18+00 18+5o 19+00 19+S0 20+00 20+So 21+00 21+So 22+00 22+So 23+00 23+So 24+00 24+So 2S+00 CROSS SECTION #z PROFILE 430 420 _ --_--__-- - ---' " "- 2 H _ _ — EXISTING GRADE420 EXISTING WOODED PROPOSED GRADE _ 430 AREA ----- \ -- --- — — — —----- — 410 — — -- ------ ---- \— HT. — — — — — — — — — — _--400 - --- --- ---- — — — — — — — — — — -- AR=400.50 — - - ------ BUILDING 6 i ci 1� O O a O) 3 O O It V1 00 Q7 m It V1 O O 10 'i ci a It L/) �t O �0 t0 00 0) m H n M m 'i O 00 M m M N M 0 V) M w 00 M 0) CO 00 r, m 1p M O 00 m 0) M .t n m V) 1P O) n m f 00 00 m O) In 00 m O .t 00 m M 00 I, 00 M M O I�- O) 00 t6 0) 41 m m 0 (7) H M C) I� O () a m It p 00 6 d O O It Ln O O (3) 00 V) 0) O M 't l0 00 00 .t c4 0) O M 't N l0 M 00 rn) M 0) 0) M m H 00 01 l0 O l0 0) 00 m m W N O H It 00 00 m m N O O It M 'i 00 00 m m 0) W 0) m 'i O 00 00 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+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 CROSS SECTION #3 PROFILE Paty Saternye, Digital Signature Approved Plan E-+�+ir j September 23, 2020 VERTICAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. SCOTT R. COLLINS'Z Lic. No. 035791,E H H z z w w f f O O V U z O r r J d k D D U O O O Q Q Z J O w w Cw Z Q Q w w � as LnLn > LU LU w 0 0 0 w o 0 0 N M M a n 0 Ar 1 _ M C'7 N — M � Q J N O w O N M W< LL L LJ J 1 U) LU J U) 1.� LU LL. 00 0 ur , i U p U U Lu w J M Y m L11 LU ~ (n Ul I.-: U J zw= W - U) O OLU ' E 0� JQm 0 O N U w J ti 0 W O w 2 11 o_ to JOB NO. 182150 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 16