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HomeMy WebLinkAboutARB202000012 Plan - Submittal (First) 2020-01-21GENERAL NOTES OWNERS: TMP 04600-oo-oo-ol800 (PORTION OF) TMP 04600-oo-oo-oi9A2 (PORTION OF) HAUGH, CHARLES R & E J OGLESBY JR CROCKETT CORPORATION 435 PARK ST 435 PARK STREET CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-ol800 (PORTION OF) 046-oo-oo-o19A2 (PORTION OF) D.B.731, PG. 690 D.B. 515o, PG. 40 13.95 ACRES (7.404 ACRES) 12.83 ACRES (7.029 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o1800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FH-FLOOD HAZARD OVERLAY ZONING DISTRICT NOTE: A SPECIAL USE PERMIT APPLICATION (SP2015-00025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY THE BOS WITH CONDITIONS. TOTAL PROJECT AREA: BLOCK 8 - 25.907 AC (CODE OF DEVELOPMENT PARCEL AREA = 25.8 ACRES) BLOCK 8A - 8.55 AC (SENIOR LIVING FACILITY CURRENTLY UNDER REVIEW WITH SDP2019-00026) BLOCK 8B-14.432 AC (PROPOSED WITH THIS RESIDENTIAL PROJECT) RIGHT OF WAY: 1. 2.218 ACRES OF THE BLOCK 8 DEVELOPMENT AREA TO BE DEDICATED FOR ARCHER AVENUE R/W 2. 0.15o AND 0.557 ACRES OF THE BLOCK 8B DEVELOPMENT AREA TO BE DEDICATED FOR POLO GROUNDS ROAD R/W. PROPOSED USE: 110 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL ALLOWABLE DENSITY: 51 UNITS (MINIMUM) To 3.54 UNITS (MAXIMUM) - 2 DUA TO 6 DUA FOR THE PARCEL BASED ON 25.8 ACRES PROPOSED DENSITY: i10 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8B) 87 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 8A - SENIOR LIVING FACILITY) DENSITY =197 UNITS / 25.907 ACRES = 7.6o DUA (MAXIMUM ALLOWABLE UNITS PER VARIATION #3=2oo DWELLING UNITS) NOTE: A VARIATION HAS BEEN APPROVED ON OCTOBER 16, 2019,ALLOWING UNITS FROM BLOCK 4 TO BE RE -ASSIGNED TO BLOCK 8 TO ACCOMMODATE THE ADDITIONAL RESIDENTIAL UNITS ASSOCIATED WITH THE SENIOR LIVING FACILITY. THE SSISTED LIVING FACILITY UNITS SHALL NOT COUNT AGAINST THE MINIMUM OR MAXIMUM DWELLING UNITS IN THIS BLOCK. REQUIRED OPEN SPACE (BLOCK 8): CIVIC/PARKS = o AC GREENWAY = 5.1 AC OPEN SPACE = 4.o AC BUFFER = 4.o AC TOTAL OPEN SPACE REQUIRED = 13.1 AC OPEN SPACED PROVIDED: CIVIC AREA: o.00 AC OPEN SPACE: BLOCK 8A: i.8o ACRES BLOCK 8B: 2.76 ACRES BUFFER AREAS (ROUTE 29, POLO GROUNDS ROAD & BROOKHILL MANOR HOUSE): BLOCK 8A: 1.64 ACRES BLOCK 8B: 2.179 ACRES GREENWAY: BLOCK 8A: 0.54 ACRES BLOCK 8B: 4.04 ACRES TOTAL GREENSPACE PROVIDED: 12.96 AC NOTE: 1. ALL OPEN SPACE WITHIN THIS BLOCK SHALL BE OWNED AND MAINTAINED BY THE HOA, WITH EXCEPTION TO THE PROPOSED GREENWAY, WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY. 2. ADDITIONAL OPEN SPACE MAY BE PROVIDED WITHIN BLOCK 8A. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (So'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: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. ARCHER AVENUE AND THE (2) SWIM FACILITIES HAVE BEEN CLEARED & ARE CURRENTLY UNDER CONSTRUCTION. LIGHTING: LIGHTING - ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 8 SHALL BE DEVELOPED IN TWO (2) PHASES (PHASE 8A AND PHASE 8B) RECREATION: A COURTYARD IS PROPOSED WITH THIS PLAN. IT WILL HAVE A OPEN GRASS FIELD FOR RECREATION. OTHER RECREATIONAL AREAS INCLUDE THE PROPOSED GREENWAY SYSTEM AND OVERALL CIVIC SPACES WITHIN THE BROOKHILL DEVELOPMENT. PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT- (1) GARAGE & (1) DRIVEWAY PARKING SPACE PER UNIT: 110 GARAGE SPACES & 1io DRIVEWAY SPACES TOTAL + GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 110 UNITS 14 = 28 GUEST PARKING SPACES + 220 PARKING SPACES = 248 TOTAL PARKING SPACES PROVIDED: 42 PARKING SPACES + 1io GARAGE SPACES + i10 DRIVEWAY SPACES = 262 TOTAL PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS PLAN SHEET AND GRADING & DRAINAGE SHEETS. FLOODPLAIN: THERE IS A too-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003CO28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2o1600004. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE SHEETS. NO RETAINING WALLS ARE OVER 600 LINEAR FEET IN LENGTH. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD TRAVELWAYS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS (BLOCK 8B): OPEN SPACE: 8.98 AC (51.7%) BLOCK 8B DEVELOPMENT LOT: 7.4 AC (42.6%) IMPERVIOUS AREAS (BLOCK 8B ONLY): TRAVELWAYS:1.33 AC SIDEWALKS: 0.28 AC BUILDINGS/DRIVEWAYS:1.94 AC TOTAL: 3.55 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 2. TOTAL PROPOSED UNITS: i10 UNITS (15%OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 17 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 17 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.1.2. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. S. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PIMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNIT, BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 110 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 645 ADT (322.5 ENTER/322.5 EXIT) AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER/4o EXIT) PM PEAK RATE - 0.52 VPD PER DU = 57 VPD (38 ENTER/1q EXIT) BROOKHILL - BLOCK 8B RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PROPOSED ROADWAY-- ----- SALAMANDER STREET EXISTING PuaucROAD _ UNDER REVIEW 57' PUBLIC R/W SUB201800115 -- Uj Z f +--- w _ v �-- I OPEN SPACE > a� I I Q o ---I LOCATION OF HISTORIC MARKER LU v m I I FOR THE BROOKHILL PROPERTY U m Q I- BLOCK 4 h � > Q vi I a � X II -' -- i 00 I I i I { Ki L . - A O 20' WIDE BROOKHILL U Q HISTORIC HOUSE BUFFER 1 y T z -, 2 >- I -- O o ) Ll - -- Z BLOCK 8A I I I - I Y) I I i I BLOCK 14 APPROVED ROADWAY ---t- - --- I UNDER REVIEW I SUB201700117 kD t o 5 I 20' WIDE BROOKHILL I --- HISTORIC HOUSE BUFFER i I II I T OPEN SPACE \ WESLEY_ CIE - - - �/ .PROPOSED PRIVATETRAVELWgy W E S L E Y CIRCLE PRIVATE TRAVELWAY- - \ -� -, --- -- - - \ -- - 1 I I BUILDIING #51 � � � `---�'�� - 4- 1'- 12ONITS z - - --6 j 0 1 r z' CD U a COURTYARD ---m o _ `-' a°A OPEN SPACE - G z ~ - N d 00 \ n CD o BLOCK 8B , - \ ; A- / I �s � \' y _ y k > JCL �- o V OPEN SPACE GREENWAY AREA TO BE �� ' ���r - - PLATTED WITH BLOCK 86 \ cD y, - \ 6 I " DEVELOPMENT J- LIMITS OF GREENWAY ® ® 30' WIDE POLO ----- - --- ® \ \ \ GROUNDS ROAD BUFFER UTE 643 0 ® O ►Si1NG POL -� STATERO \ 4TH 263 PUBLIC RI N - - - - i o o 4,0 �� �O ® ® p O �O - - - - - - _ r r i�`r" r �vw X 610 VICINITY N(AP: S SITE <S PO` O GROUNOS R0,1 D SCALE, 1 = 2000 Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS iB PROFFERS 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 TOTAL SHEETS BUILDING NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT _ EXISTING VEGETA TI VE/LANDSCAPE BUFFER - - - - - - - - GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) - - EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 Te 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw 506.21 ew PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS CONCRETE (PROPOSED PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Oo Q OO 0 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/Z.ONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT F'S c 0 T T R. COLLINS'Z zJ Lic. No. 035791,1a �SSICNAL E z O a U w Z 0 z 0 N ~ > z Ln w N W ce Q o N l7 z W Ul z J J 0 U M cyi M C) N Q LLJ J_ LL I F_ 0 TZ U LLI U) LLI LLL I L.L U) LLI rQ V O N ��e U O J m J J 0 0� 0 ce w O U w _J F- F- j w F- n w L0 JOB NO. 182150 SCALE 1 "= 60' SHEET NO. 1 OrWiltiai Proffers ,Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-0 1 9A2, 04600-00-00-019B1, 04600-00-00-019133, and 04600-00-00-019134 Tax Map and Parcel Nuntber(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCNETTCORPORATION, aVIRGINIA A CORPORATION; HORNE LAND CORPORATION a VIRGINIA CORPORATION: CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMI] (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018AO; CHARLES R. HAUGH & E. I OGLESBY, JR. TRUSTEES are the owners of Tax Ma Parcel 04600-00-00-01800• BROOKI ILL APARTMENTS LLC is the owner of Tax Ma P � � P Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019AI, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are rcl"erred 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 Dcvclopnient," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and 92 on September 5 2018 the "Code of P P { 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. Transnortation lmnrovements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase 1, as f the fortieth 4 h f rresidential w llin nit in h Block in which i i located. Parks o c(Ot) CO a s dwelling g u the oc w e t s oea cd. a s and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects, A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number r T of units that are allowed by right the zontnl, in existence prior to the approval of this ZMA L - 7 r f addressing h i development n t n 015 00 for the ores a addressi the fiscal impacts of de e o me ton he County's 5 public Pm'P g P P Y facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes f this Proffer _,the number of units allowed by right der the R-1 Residential zoning g is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 181100 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 P g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57I100 Dollars ($5,447.57), other than a constructed Far Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 911100 Dollars (S7,419.9I ), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For exam le if one thousand I000 total units are constructed in the p ( ) Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable Ow e J P �P g housingobjective khrou h a voile of housing es, including but not limited to for sale units rental units, g variety g g accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the units shall be available for sale. This notice shall not be teen more than nine[ 90 days prior () g Y( ) Y 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 units) 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 g • Y) 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 when t, Engineer, or its desi ee, or ri wen the are constructed inspected and the VDOT construction g t� ) Y , P bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility f the Owner, and a maintenance agreement shall be Po y o , gt` 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 substantial) completed prior to issuance of either i a Permit for the fiftieth P y P P ) (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 s, 1, T s 1 limitation, VDOT's deigned and constructed to applicable VDOT standard., including, withoutmttation, VD - s Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C Ashwood Boulevard Connection "Ashwood. Boulevard P g , { Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be banded prior to road plan approval and substantial) completed prior to: i• the issuance of the P P PP Y P P ) five hundredth (5001h) Permit for a dwelling (other than a multi -family dwelling, Assisted Liming, nursinghome rest home or convalescent facility) or ii the issuance of the eight hundredth 800th tY) ) g ( ) 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 subunit 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 P im rovements. The Owner' , together improvements shall be dedicated to ether with the P County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial .net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the T Albemarle County Housin), Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Noosing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B�., the term net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing P �I g Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten 10 ears folloWin = the date the certificate of occupancy is issued b the P ( )Y b P Y Y County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Horne Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Tern shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition all contracts pertaining to a conveyance J P �P P g Y l of an For -Rent Affordable Housing Unit. or an art thereof, dune the Affordable Terri Y 6 Y P €� shall contain a complete and full disclosure of the restrictions and controls established ed by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease d O P Y g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. in addition, during the Affordable Tern, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (I000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General. Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and pennission 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 P P approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication„ or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions as referenced in Proffer 6 shall be increased to $31,086 completes the construction of the Rio Mills Road Connection. 662.86 if the Owner E. Transit Stop. The Owner shall constrict 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 Fx ep nses. Witliin 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 transitservice to the Property; y; 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 by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 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 3) calendar year in the Marshall and Swift Building Cost Index for masonry walls in Mid -Atlantic "MSI Y g �Y ( ) 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 1 in the year preceding the Y Y P g calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be S7 333.18 x 2017 MSI12016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immcd"lately preceding year based on the formula contained in this ProtTer 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 571100 Dollars S5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 911100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three v v 4 dwelling a 4 (the Hundred Seventy Five Dollars $2 3 , 5.00 per affordable d c,ll n unit under Proffer hu. "Minimum Y P g ( 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 djus ed each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be $ 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building pen -nit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In - kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first (1 er) CO issued fora dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the "' Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Scdimcnt Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements Generally. The road improvements listed in paragraph IC (the "Road Improvements")_ above shall be constructed in accordance with road plans submitted by the Owner L 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, 1. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. if., within ten (10) years after the date of issuance of the first (I st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal.. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail. shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently • with the site work for the first Block developed within the Project P J 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-fatnily dwelling, Assisted Living, nursing home, rest home or convalescent facility)within the Project. The Trail Network shall be determined to .1 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 Eying adjacent to the Grecnway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces, The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8, Public High School or institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public )nigh school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a "High dedicated right of way, as Shawn on Figure E. Brookhill Schools Sites Exhibit and labeled High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic e Places. Owner shall address any adverse impact t 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 an number of counterparts each of which shall be an original Y Y counterparts, g and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 o SCOTT R. COLLINS' L J Lic. No. 035791,� ZONAL E� z O J a w co Z 0 Ln 0 Z0 0 H ~ m z w H W 0 N LU O � N C37 CIO C') 00 CV CIO 01 W00 CV CV OuQ > LL J J_ > U) L1J O Q U i LJ J D Ul LU L1J Z N I..L U) J I— L li J (Q V C) C) CV U O J m V) LL LL. 0 w J rn w O w CL m JOB NO. 182150 SCALE N/A SHEET NO. 1A WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-00-018AM By: C A -L 1 I C11AItr:F.S R HA GH - By: �IZABFTH ANN O� GLESBY GH Date: #1 $' Q ( 9 OWNERS of Tax Map Parcel 04600-0+0-00-01800: By: f'il CHARLM R. HAUCH, T By: _ _ DOUGLAS�B. OG�, j. BY, TRUSTEE Date: 7 ' U OWNER of Tax Map Parcel G4600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROC KETT CORPORATION, a Virginia corporation By: t✓ Ann 0. Haugh, Its President Date: 7'! !!. 8% Z,0I Q Page 9 of 10 t/'%F `,yg / O i f e F t�. © _ PROPOSED SALAMANDER CROSSING (3 TOTAL) NOTE; POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS SHOWN IN THIS i XKIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THr FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS ROADWAY IMPROVEMEMM WILL BE IN ACCORDANCE WrTH THE APPROVED TRAFFIC IMPACT ANALYSIS AND RNAL APPROVED ROAC Y INVERTED RETAINING WALL6i DCULVERT If Nt WALL SYSi"EM Tr ir KO _ t CROSSING SALAMANDERTUNNEL - -- FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT V 76 + + (P PROPOSED PEDESTRIAN CROSS -WALK 1 �r ._. � ` ' - ._ ExISIUNG TREE AREA -TRAILWAY CD cnON To { PROPOS60VDOTR xyi, yam\ it f CONCRM -WAL. 5 �! JWRONtMENTS-SWMP(' G caD5c�f�� \ `�A=rABIA ;' 6"FED LAND ! I C STING OF EVERCv(i S JJlsss 'a If ALCP G £oNN'EC rOR. r0 or" J �1 1 PROPOSED ' PAtAY E - 1 77 c. l FIGURE C: PSHWOOD BOULEVARD CONNECTION EXHIBIT OWNER of Tag Map Parcel 0460040-00-018B0; Ii<ORNE LAND CORPORATION, a Virginia corporation By. Ann O. Haugh. Its Preside Date: ldy► F. ;1,01 9 OWNER of Tux Map Parcel 04600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: , Ann O. Haugh, Its President �1 i Date: Page 1t1 of I I OIDINANCE NO. 19-A()) ZMA 2018-00011 BROOKH ILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVER WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019131., 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers 11Tat were approved with ZMA 2015.00007 for Tax Parcels 04600-00-00-018A0, 04600-00-00-01900, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, (lie "Property") is idenli17ed as ZMA 2018-0001 1, Brookhill Proffer Amendment ("ZMA 2018-11 ");and �. -11 proposes t artrend l rofferN Ttn r 11-i 6 n $ f th Proffers that were WHERE' AS, ZMA 2018 p p a t lac s I D, ,- and a e approved in conjunction with ZMA 2015-07 due to VDOT's planned constarclion 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 ofthe credit for in -kind contrihutions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived (lie Planning Commission and Board ot'Suaervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the COLntty of Albemarle, Virginia, that upon consideration of the staff'report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information 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 wclfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. ***1 1, Claudette K. Borgersen, do hereby certiry that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup r Isors Ave lay Mr. Dill Y Mr. Gallaway Y _ Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr- Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOERML APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: haystack Corporation, Mai gar By: Andre,lcGinty, its President bate: 23 Za BROOKUILL INVESTMENTS, LLC, a Virginia l united liability company (Contract Purchaser) By: River Bend : apemen Inc., Manager L____ By: Alan R, Tay or, Its President Date: -A4 t I Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of IBrockhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. - e 2_ Clerk, Board of Count pervisors Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y 1H AFT SCOTT R. COLLINS, ,L> Lic. No. 035791 ,�, z J a U w Z 0=Q O U_ w W W � " Lu Z W Ul Z ZONAL E� N t CN N W J J_ W O L.L Q U t U) �W// LJ� U) V N LU I— rn W W d to JOB NO. 182150 SCALE N/A SHEET NO. 18 H OF r- SCOTT R. COLLINS,Z - Lie. No. 035791 PROPOSED TRAILHEAD ACCESS OOD AREA TOE 3 Rb -' PROPOSED ASHWOOD 86 LEVARD CONNECTION OFFER. SEE PROFFERS AND CODE OF DEVELOPMENT HOR r % 0 S�IONAL - °i Lid EEO PROVIDE PARKING, AN INFORMATION AND A PEDESTRIAN ROAD CROSSING KIOSK, TO OR MORE INFORMATION ON REQUIRED BUFFER '�Y '� J (— - -<' 4 ` CV �O l - ? r' 1.L �J N a Co Uj ACCESS THE MULTI -USE TRAILWAY �\� f/( --= ? �� �c� '"OOD 'XtV f-) � - W w Cr. ..Y,!1j ,r ,r'----� �, W J LU C3 i + t 1 4 - _ � f y FOREST LIKES �:... r f-* `! - NEIGHBORH00� - • , `Y �' J q� I _ r SITE U Y w ROUTE 2 .\ �- �D _ ! iL,� IMPROVEMENT SWM FACILITY #3 . 5 46B QF �� / o MIN, NATURAL BUFF R- __ COUNTY' i BEMARLE r i� - 3 � m ROPO'SED PRIMITI\,WE TRAIL WITH �� J ~' , r ' ,D� ROgb b `_^ t Z C7 N CCINNECTICINTOFOREST.LAKES - , 3 t PROPOSED P 1 � � I ALBEMARLE COONTY - RESERVED STEEP, SLOPE 1 Vb R ROAD ••I LY C7 _ Z O I- a J Q PRIMITIVE BLOCK 1 I ` (TYP.) - Z u u m TRAILWAY I I TRAILS (TYP.) 1 0 - VICINFrY MAP: SCALE: 1" 2Q 0' V ry o ® w Q GENERAL NOTES I - - DEVELOPMENT 1 B ] AN COURT 0: ff% AREA(TYP.) i } Z `^ o can z - --- f BLOCK 1S /� -' �� r✓�. 4 (-` OWNERS: TMPo4bao-oa-oo -ol8o TMPo4600-0000-oBAo HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. �l/1 LU � Stil �O�' _ P I „ - �� f s F r !� i 435'PARK'ST 2S7SSEMINOLETRAIL L2 > T.M. 4'6 - 28B - _ (, ti � �' ,�.N 3 1 +� ' I - - y- --- _ [ HAIL TTE VILLE VA xz i CHARLf�TTESVILLE VA xx o2 C O S v g 9 CC �u HORNE LAND CORPORATION I G 1 r fr;,. ,'• OPEN TMP o46oa-oa-as-oxgoo CROCKETT CORPORATION W / �• f- -- -- _ / SPACE CIO HAUGH & HELVIN l h- ! rh BLOCK �2 �_ .>o (TYP.) �. • PROPOSED CIVIC SPACE hQ� \ =- /r �• '+k 435 PARK ST CHARLOTTESVILLE, VA 22902 Uy z z i BLOCK 1(] , � y J EASTERN POCKET PARK 'CO � _ DEVELOPER: RIVERBEND DEVELOPMENT, INC. o o a o • ° BLOCK 1LF (LOCATION TO BE DETERMINED 1 \ ��) 455`SECONDSTREETSE,SUITE400 w w Q) _ lee 1 EXISTING Soo -YEAR i+_ + ' ' FEMA FLOODPLAIN (TYP.)_ s WITH FINAL DEVELOPMENT PLAN) E' _ CHARLOTTESVILLE, VA 22ga3 Q� °C 2' w w m 1 \, j ' °z� PROPOSED VEHICULAR I INTERCONNECTION ACCESS ENGINEER: COLLINS ENGINEERING 2oo GARRETT ST SUITE K U) z ¢ I` z i 0 B L©'CK '� � / s PRO O ED PRIMITIV . a - CHARLOTPESVILLE, VA 22902 Z 0 � d o ROUTE 2g aI - / - TRAILWA A_-__ - ti 1 TO THE MONTGOMERY o' MIN. NATURAL BUFFER RIDGE NEIGHBORHOOD r3 / TAX MAP & ZONING: o46oa-0o-ao-0s80o 04600-oo-oo-oi8Ao 04600-0o-oo-oigoo [ � E 'm n z w w ¢ w I- N o \ IMPROVEMENT PATHWAY �`y f ° x _ ° j ` , . ` �° t ` OPEN x/ . 1= ROPOSED CIVIC SPACE 1 SPACE "r ` .0 - � ALBEMARLE COUNTY \ D.B. 732, PG. D.B.1333� PG. 450 D.B. 7 s, PG.6g0 R•i RESIDENTIAL R-2 RESIDENTIAL ZONE: R-i RESIDENTIAL U7 U I --I to w UJI a ¢ C L � � O O w a w cc Q 0 - (TYP.) BLOCK 11 GR NWAY t r '' MANAGED STEEP SLOPE a! a O u ROUTE 2 S a, _ 7r 6 (TYP.) L tI r , °° 00 (TYP.) r`( 1�1 TOTAL PROJECT AREA. 04600-00 00 oxBoo _ 42.55AC, o46oa oa o0 oxBAO x7.2 AC. z IMPROVEMENT l'® f • .♦ ; GREENWAY s O �O�O ( BLOC K 18 1.,,' OUP D 6a0 Oa od OY as 24 .66 AC. 4 g _7 La ca D SWM FACILITY #2 GREENWAY ,.� ... ° z �'``""� UPLAND ` \°°°,,u (TYP. �:` >/ A f - ;,. '•` � �.s.,�0 277.5oAC.TOTAL w w J PROPOSED o' BUFFE AROUND VDOT STORMWATER` (TYP.) - PARK � "k °*°� - "' % ♦ EXISTING ARCHAIC WOODLAND ��'�� ' PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT a� �ii z I ° �J DEVELOPMENT vv �\ TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN z MANAGEMENT POND 1 """"" mac, ,, ;,',j CAMPSITE AREA TO BE PRESERVED AREA (TYP.)' SURVEYING AND BELL LAND SURVEYS JANUARY xo2 S. CL / 4 a"°'` ~" r BLOCK 1 ] a - ` �4- BOUNDARY INFORMATION WAS COMPILED BY'LINCOLN SURVEYING ON MARCH7, 2025, in Uj uwn CIO 2 �' a + - �' "� -- r .- -.. "`p DATUM: NAVD 1988 I CY) Z in EXISTING ioo-YEAR TREAM BUFFER (TYP. FLOODPLAIN (TYP.) 11A UTILITIES: COUNTY WATER AND SEWER N LU � � cn 1 , PROPOSED RIGHT IN -RIGHT OU o' -- - BLOCK L} rx I `' �...� -.- ._: `�, - .� �� • ,, .,, BL K 4 r �, Y ti F LQODPLAIN: THERI=515 A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID Sxoo3Cox8oD DATED FEBRUARY 4, 200 IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE un u•I w � � , � � �y� � s �' PROPERTY FOR THE SOUTH'RIVANNA DAM, WHICH l5 A FEDERAL DAM LOCATED UPSTREAM OF ¢``,`"`►.THE INTERSECTION IMPROVEMENTS. w ce BROQKHILL TIA REPORT �rn� €` 4.+' � �. � ._ _ I TRAFFIC CIRCLEIROUNDABOUTMAY �. ALBEMARLE COUNTY,_ \-%� _ PROPERTY.SEE o 0 o ca fl FOR FURTHER DETAILS:-fl AIN STREET BE CONSTRUCTED AT THE �" •� a, '-� �" f � I''+� ONTGOMERY RIDGE BOULEVARD ENTRANCE \ - PRESERVED STEEP SLOPE BLC)CK -� INTERSECTION OF MAIN STREET AND01 NEIGHBORHOOD R H OO D NOTES' N ; (TYP.) I I THE NORTH/SOUTH CONNECTOR ROAD BLOCK '� 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. O 0 Z T r OPEN 1 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BEflq (N Q -.- SPACE" f DETERMINED WITH THE SITE PLAN PROCESS. z (V J (TYP.) OPEN '' .•• �. r '• t SPACE` 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS ALL TREES SHALL BE MAINTAINED BY THE HOA, �, I (TYP,} I H T POP FROMMONTGOMERY RIDGE 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY F —� ly ... r EXISTING goo YEAR: EiLOCK 1 j �' . ,� PROPOSED FLOODPLAIN (TYP.) ° OR FOREST LAKES. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE _ /LU Q I RIMITIVE /� _( 5. EASTIWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN Lij T.M. 4E - i8D CRAFTON CORPORATION °° 4 TRAILWAY r I I �a oC2Q apf7 THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAI N. J I Q BLOCK 2 °,� DEVELOPMENTAREA 3 I `.; ,. %BOUNDARY (TYP.) "'I O 0- O y � � 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LL� = > C G _ - ROPOSED NEIGHBORHOOD 'CENTER 1 °°• ° / S° P x IMI S OF PROPO ED REZONING ACCORDANCE WITH ALBEMARLE COUNTY CODE 28.4.12. EACH PRELIMINARY 51TE AND SUBDIVISIONDEPLATINCLUDE A PARKING AND I EDS STUDY FOR THE LOPMENT (LOCATION TO BE DETERMINED WITH FINAL DEVELOPMENT PLAN.) — — — s _ _ - � , y � � I BLOCK 17 rz PROPOSEDSHOWN N THE PRELIMINARYWILI_ PLAN 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY � � w � m J Q — � ...: � � 1 ~ -- -- I •-.• 4 ��� • `° �� ��` DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z 1- (L _v tl . PROPOSED i0o' BUFFER ALONG RT. 2 g t; / BLOCK' v • ° � �-- �� -- � t ACRE HISTORIC -y °°� SAFETY ACTION PLAN. W I— J LL 70' NATURAL LANDSCAPE BUFFER & 3a' LANDSCAPE BUFFER 4 BROOKHILL PARCEL BLC7CK BLOCK S �: °� ° I ` S. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A. DESCRIPTION OF THE (jij f ^i J O 1 ° - -- ALBEMARLE COUNTY AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. U - ANAGED STEEP SLOPE ', - g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO •J NOTE: A PROPOSED MULTI -USE PATH 1 APPROXIMATE LOCATION OF HISTORIC MARKER FOR THE . � � .�. (TYP.) GREENWAY 1 - , / ;' 1 l�7 ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER —I z < 0 IS PROPOSED BY VDOT ALONG THE ROUTE 29 FRONTAGE OF THIS PROPERTY. PATHWAY TO BE I BR'OOKHILL PROPER ^ ` s y "' .y r..'} I •+' ( 'P•} - '�� -> . ; r d \ ROPOSED 2o' BUFFER M :.e -- i ` o" Z s • F r' ' - `' 1 ( MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. 10. CONNECTION POINT(OON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR fl U.1 I J LOCATED WITHIN THE VDOT RJW. �• `. _ INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTO�HALL ONLY BE A PEDESTRIAN(BICYLEAOCESS CONNECTION. Uj \/ LOCATION OF EXISTING �' B LC) CK 1 LJNN CEMETERY TO '°..� °, �` �40 , %� t- �; ii. UNIFORM SIGNAG'E SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEAT E BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ~"I < w REMAIN LOCK LINE fiYP `. NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z I i + BLOCK 6 ALBEMARLE COUNTY- , - � AND EROSION CONTROL MEASURES SHALL BE "� LOCATED OUTSIDE OF THE PRESERVED SLOPES, GREENWAY PRESERVEDSLOPEa J L < U) BLOCK 8 PRESERVED STEEP SLOPE 'rey. 6-^fir .w ROPERTY BOUNDARY (TYP.) �� LL NOTE: AREA WITHIN THE 2o0" BUFFER P AND OUTSIDE THE EXISTING TREE J I I O I (TYP.) �� BLOCK �.:• 1 .?tl L - I- ' �\ ° ~s ° - _ y •. _- --- VEGETATIVE BUFFER MANAGED SLOPES OPEN SPACE z > z w w LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS _ %% y~ DEVELOPMENTVEXISTINGsOoYEAR \ `, J LOODPLAIN (TYP.) ISTING BROOKHILL AREA (TYP.) r LIMITS OF igTH CENTURY � x.., HO SE TO REMAIN .°.°. r - _ ��...°°.. ° _ °° WITH HOA APPROVAL A io' MULTI -USE PATH ~~_ ° _ + SHALL BE EXTENDED TO THE ENTRANCE OF GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS �j 1 U� ® Q r C MPONENTS OF BROOKHILL '' MONTGOMERY RIDGE. THE HOA WILL NEED TO APPROVE THE TRAIL AND EXECUTE ALL 1ji . .. ­ .l .11 . BLOCK $ DEVELOPMENT AREA IBOUNDARY (TYP.) �q �' 3 EASEMENT DOCUMENTS ALLOWING ING THE CONSTRUCTION OF THE MULTI PATH PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL H15TORIC HOUSE & THE xgTH CENTURY COMPONENTS OF j w 0 EXISTING loo-YEAR FEMA FLOODPLAIN '_ • : _ ,,'_ -USE �r ti ON HOA PROPERTY. BROQKHILL (� (TYP.) ,^ _ ;9 F OPEN ROPOSED io' PAVED rV SPACE '.:. / : MULTI -PURPOSE TRAIL - io' MULTI -USE PATH TO BE CONSTRUCTED ALONG / PRIMITIVE TRAILWAY M 6 TYP ( ) '"' � THE NORTH SIDE OF POLO GROUNDS ROAD 'COC71 u+� '°; t UtI� p�Iellll +^ aellnent P PROPOSED TRANSIT - TO BE INCLUDED WITHIN OR Q W * ° ° <� •� _ _ Re# "� � ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL IMPROVED INTERSECTION AND STOPLIGHT. - ° '° r . _ _ -�� ROPOSED PEDESTRIANEL A roved ,�. V O p ed bia _ < _ (I Supervisors LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° o 0 00 EXISTING io'o YR FLOODPLAIN O oe POLO PROPOSED' IMPROVEMENT TCI O� ��JLR S (� SEE BROOKHILL TIA REPORT FOR FURTHER DETAILS GE, = SPAT O(7�D ..;. -- " POLO GROUNDS ROAD FOR ERT -SRO 1Pf ��J _ .....- STREAMS EAMS + %� / r /i. }%" 6 AO ' 4.1(b.g 1lwl TURN LANES - SEE THE POLO 481• a. 26 GROUNDS ROADWAY i ,/ ' annex LOCATION OF H15TORIC RESOURCE TO BE PRESERVED ��� 1 �, B 1 w ' ,�J IMPROVEMENT PLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED o' BUFFER ALOhJG FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD GRAPHIC SCALE � PROPOSED LOCATION OF CIVIC SPACE '�J w � � •r. ! �;-;%� .'/, DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. 200 0 _00 400 8w � xo' MULTI -USE PATH IFgL� &A - ^ 0 C w w _ _ SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION OF HISTORIC MARKER 0- Ln JOB NO. T.M. 46 - i8C - PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS, CROCKET CORPORATION �.".. ( IN FEET ) ,_� SHEET 1 OF 1 182150 - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. I inch = 200 [L. q PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 CD z W W z 0 z W U) z 0 0 0 C 0 U a U L X 0 V 0 0 U 0 0 0 U 0 U 0 a� i U U 0 a) 0 Q T 0 0 Cl) 0 c 0 ,'I U 0 a, 0 U U 0 Q a� 0 0 0 0 z W W z U z W UI z 0 0 0 0 0- a� 7 U X a� E U 0 U 0 U r V 6 U- 0 0 1 ' 1 I 1 / I 1 / I 1 z 1 I II 1 w � r Ho -- -�-\�" TH'N r f 90 r Ci�F�ASHwOODg - -------- - / SCOTT R. COLLINS� --V. --- ��-- lye o. Lie. N 03579 T _ ---- - -, I I ,NA Q� I ZOL E W \� Lj 4 � -' Wp0 COURT_\w �l 1 NS > f y / VE Q- F p� � / T BLOCK 1 \ \ z I ; I �� I - � BLOCK 1 �"Al��� o , � o 5� 1 1 , �Y \AN r- COURT � 1 \ a l a - z I j �v �` ° \ If, 1 , (r) co y '/ \l �_--�- v�y J Goo 0 1 Mum Q r \. O I / i Uj r p RFOPOSEDLU 1 \ DEVELOPMENT � / / I �' / 1 �- , I O F INITIAL SITE PLAN � ` � 1 / 1 -- � 1 � / I1. 1 \ I' - ♦\ BLOCKS 9, 10r & 11 I �� � , � �j BLOCK 12 � ♦ ' BLOCK 18 /---_J BLOCK 14 1® / '40 ♦ , II1 I _ i I- N - ♦ / G I/ O N / O E / i c R , I II I 01 �_ =✓ 1 G' �� $1� O \ram Lr) L!1 - - ./ y V 11 J- \\ 4*4 I - /®DODD coo I f �'-MOM♦ BLOCK 16 Lu V I 1 % -- M� � �'--_.--�.-off-oo o ���� ♦®® \ , � I -------- ' , ®� 0 00 _ I BLOCI�4B � M Q SDP2o1800050 ` �, _ _�� - / % I Z � ®® ago Do- T FINAL SITE PLAN � _ �\ / `\ CN LLjj-�IZ APPROVED F- 12/17/2o18 BLOCK C / a ♦ ®a I C) -_ 1♦weft � v �;� _--- v� 1 o® l - J 6L �K Ii - ROAD � O O D PLAN _ _ m!*aft I - 1 - I N QI � I (UNDER REVIEW) / , �, w �I ;•� SUB201 -0011 BLOCK 3 / /� I / it 0 o ftow / N I I > Z BLOCK 1 1 BLOCKrN F ��� 1 z�\------- �j Q Q 1 I®40ep \ BLOCK 17 , 1 I v � �� I'v I ♦ 1 1 ,�/ _ �� �U 1 ,- 1 O 1 _ 1 � w I ROAD PLAN � - L .I. � ` A � 1 � �T `� � O O Z -- �-- J B�LO I� 4�k �' _. _-- A UNDER REVIEW " �, .1 0 I I � o m SDP2o1800050 1 I (SU62o18-0011 ) BLOCK 3 ®� 1I II 1 / / \, _ `�^I+ FINAL SITE PLAN 1 5 1. SDP201800021 \ INITIAL SI`�E PLAN APPROVED � I ®® v� --_ ��� _I APPROVED I 1 1, - J Lu 12/1 /2o18 1 Wo8/203.8 `I I 1 Q r� - I v p / I _ U '- - - FINAL SITE PLAN UNDER REVIEW v \LU RON. a. all it __-------- _ % - r� = 11, - �-�.� _ Tv m WAR �, �. , _ l w � z ',® �` i BLOCK AREA SUMMARY _I 1 ROAD PLAN ' BLOCK 19 U) O (UNDER REVIEW) �� I BLOCK IS I\ V I o � i' 1 SUB2017-00117 I 1 ® ��®® �� ® Development ment Greenspace/ Amenities (ac)CID I Area Per Proposed Area (Roads, Proposed w Block Land Use District Brookhill Lots, Buildings, Development \ w ` � i� � \ � v ®� � / �COD (AC) Area (AC) Parking lots) Per Area (AC) tLOCK 8A I v� ®®®� �, COD (AC) Civic / Civic / Open Open TotalTotal SDP201900026 \ BLOCK 7 v �\ vv ®®� � Greenway Greenway Buffers Buffers ®® _ Parks Parks Required Proposed Space Space Required Provided Greenspace Greenspace - \ PROPOSED Required Proposed Required Provided Required Proposed 1 FINAL SITE PLAN \ \ ' _ \\ ` \ ®®® qq U) O CURRENTLY UNDER \ DEVELOPMENT `� � 1 Neighborhood Service Center 12 12 0 0 0 0 0 0 FINAL SITE PLAN �- REVIEW \ i \ • • � 1 I 2 Urban Density 6.3 5.7 1.2 0 0 0 1.2 BLOCK 8B �\ 1 m 1 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 w \ \ �I 3AUrban Density 3.3 ® N�N ��� 3E, Urban Density 1.8 L.I. L 000 .� � ���w 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 � woo fV n \� \ woo' / 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 1 / 4B Urban Density 1134 6.83 0.52 1.09 0.44 1.54 3.07 C) / _ - _ ' 4C Urban Density 6.58 - 2.31 1.46 0.85 0 C) � own-- .. ► 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 N 8 Neighborhood Density 7.2 • � _ ..................... P � �, Neighborhood Density 17.7 110.9 0 2.9 4.7 O.1 8.7 LU I � ST,gT ROVNO 81 Neighborhood Density 25.8 2591 12.7 12.92 0 - 5.1 4.58 4 4.56 4 3.82 13.1 12.96 G .. U 1 T 6/t OAO 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 I- F- ..•••'''• •• (Lj4 5 6) ... - 81i P• 2 °'°• 3) - �� LEGEND: �] E N .' 8B N Neighborhood Density g y 17.36 7.4 0 4.04 2.76 2.18 8.98 w � 0 tY � _ LU 9 Neighborhood Density 9.6 6.$ 0 1.$ 0 2.$ 4.6 40 Neighborhood Density 4.6 3.4 0 3.6 1 0.1 4.7 11 Neighborhood Density 5.7 3.2 1.2 8.2 13 0 10.7 JOB NO. \ PROPOSED RESIDENTIAL DEVELOPMENT / (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) ��AP��� 5���� I800 182150 12 Neighborhood Density 6.7 0 3.2 1 0 4.2 13 Neighborhood Density 11.7 9.7 .7 0 1.4 1.1 0.9 3.4 13 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 SCALE 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 3.1 .3 ........... �.1 200 0 100 200 400 •...... "°°"""' PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 1 1 n=200t 16 Neighborhood Density 9.7 8.4 0 1.8 1.3 0 3.1 (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS 17 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 SHEET NO. 3 ARE UNDER REVIEW) I I IN FEET ) 1 inch = 200 ft. .' 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 19 BrookhitlHouse Parcel 1 3.2 12 0 0 0 0 0 Total 1 223.9 168.8 10.3 1 1 53.6 1 1 28.8 1 16.0 108.7 GENERAL NOTES: / // / / / TMP 04600-oo-oo-o19B1 \ PROPOSED ROAD 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL 7 / / / _ �' / v NSF RBD MULTI -FAMILY HOLDINGS, LLC V1°31 (CURRENTLY UNDER REVIEW) DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT D.B. 57O], PG. -148 V�' y SUB 201800115 PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO // / / y 2 v v AREA: 19.049 ACRESS,q -y FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. / / / \ �'� \ \l" F�-/S TMP o4600-oo-oo-oi B L 9 3 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. / / / / \ �Dq Sq \ \ APPROVED ROAD �� %//�/��/ CROCKE-�--�- CORPORATION 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL / / \ \ /TAR \ UNDER SUB 20170011 ! / > _/ s�'pGp pF,Q INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF / / / ,' \ / VARIABLE WIDTH PUBLIC ! 20' ACSA WATER 4, e�,�</�•TiQFF D.B. 5011, P�7. 170 UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, _ / / EXISTING PROPERTY y e y AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE 1 � \ r' SWM FACILITY EASEMENT j EASEMENT Sg°o LINE BETWEEN BLOCK \ 4e,1 \ o q CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION / A� / / / \ �E \ M DB.5121, PG.644-67C a*.8 O � AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY / ' / % 8A AND BLOCK 4 STORM SEWER AND WATER -SERVICE PIPING' / O N59° 04' z4 87"W i3.141' q \ UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE SEWER Q / / ! 7a•`� LAND RESERVED FOR FUTURE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED / � I I 3�. \ A \„ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES / �/ / // / I ;\ �` j 1\�; y'1 DEDICATION UPON DEMAND ` \ / / 089.\\ hh FROM THE COUNTY. / � \\� •�. SERVING THE PROJECT SITE. / / \� / / / I I �� ah (D.B. 5107 PG. 148) / 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING / '� I 10.56'(TIE) / J / a � "-: �� AREA: 217 ACRES WATER LINES ON THE SITE. /F// �r H 0\ 0 SCOTT R. COLLINS� U Lic. No. 030 r91,� IONAL E 5. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS RECORDED IN DB. 5121, PG.689-701. ✓ / I I ,i \„ 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE ` PROPOSED BROOKHILL RECORDED IN DB. 5121, PG. 676-688. �\ / EXISTING ROUTE 2g BLOCK 8A SENIOR LIVING FACILITY / o / / _ ,- � BUFFER ON TMP46 1gA1- 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED y VARIABLE WIDTH �, v / o. o ACRES (CURRENTLY UNDER REVIEW) I PORTION OF EXISTING R/W TO BE / \ I � PUBLIC STORM PLANS AND MAY NOT MATCH THE CURRENT, EXISTING / -// �/ // 95 SDP201 00026 I 01 DB SIN2EA c644 s75 / VACATED WITH THIS SET OF PLANS TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY -''' ��' AREA: 8.9 ACRES I�1 ��" j/ ��ti1 '�' 0 UNDER CONSTRUCTION. / / y� 55 I �, / ��ti� Q S300 55' 35.14"w 47.132' / / oy01116 . vvi 00 100' PRIVATE VARIABLE WIDTH /� ��ooO ``\ w � LANDSCAPE � �, PUBLIC STORM / � � �T o � _ -- //( DR'A N EASEMENT O z IT �� BUFFER EASEMENT / Q _ 1 DB.5121, PG.644-675 0 / LAND RESERVED FOR FUTURE / / DB.5121, PG.644-675 y / / / EXISTING PROPERTY \�18.632'S7"w / > ~ / DEDICATION UPON DEMAND o I LINE - SUBDIVISION � /�� B.s3' V1Lu PARCEL LINE BETWEEN TMP 04600-oo-oo-o19A3. v i FROM THE COUNTY. „ S G6A�1�T SL 7' TMP 46 19A1 & 46 19A2 (D.B. 5107 PG. 148) ',I i� ' 20' ACSA CROCKETT CORPORATION AREA: 2.17 ACRES- / SANITARY SEWER / AREA: 5.521 ACRES =p �� Q� EASEMENT / W -�7 DB. 1 o PG. o " ° Ii - 5 5 4 p 25' PUBLIC STORM D0RAIN, EASEMENT 6 4675 w �� a' Sao 55'35.14"W 16.108' / ssa'3a'1o�E � � j OF N83'4T23_E_- �9.04' ' -- 38.39' a ti�� fit% 101- - Q CID ---- S83'46'43°E N58'38'10"W ESVVM sa3�4Tz3"w FACILITY EASEMENT --------__ - � _ �� m• -----e.71' DB. 5121, PG.676-688 � �14� _S30-55'35"W-----N83'46'43"W 89.04' - / Q 1 � � Y i c .78'' ------ �A9• g 20' ACSA �C/ °' SANITARY SEWER J CID EASEMENT - / w VARIABLE WIDTH PUBLIC - $' FACILITY EASEMENT ° w L=z4o.5zo, R=12o3.500 L__---S*M vo \ ° 1��� A=11.45o6 / / iL ; z DB.5121, PG.644-675 �, . ��a �- � � i ` \��� '�� �1 l `y �. WPO2o1 000 EXISTING STORM / BROOKHILL SWM FACILITY L - / Gj / / ♦ 7- 37 SEWER ALONG ARCHER / / BLOCK 19 AVENUE TO REMAIN / EXISTING ROUTE 2 i B°0 v�y v - -- o-, nil, BUFFER ON THE 'tiU 4 �`\ s y \ c5`6 Tj����OS. 3' S81 5L552"E it BLOCK 8A PORTION 94.7r \ E 7i ) - / 1 o.6 o ACRES OF TMP 6-1 A2 - 41 M PROPOSED GREENWAY ' ��rr �� �� oA ��IA\ EXISTING BROOKHILL HOUSE - \ EASEMENT WITHIN 20' ACSA WATER ° BLOCK 8A=0.54 ACRES 70. EASEMENTv - _ F T 5o.9z"W 000' 518 1z' S3 / / / / • o� // ;r I E, A 11 w \ 5 6° 6 o PROPERTY BOUNDARY (TYP.) N 49'S5. 11 4w 55 " 5 ' o % \ EXISTING PRESERVED // �, • a7. i / EXISTING ROUTE 29 / \ I L=9 658 R=51.o0o Z / / - �9' 20' ACSA WATER A� 8 N6 ° BUFFER ON THE STEEP SLOPES OPEN SPACE ', s , I So, ` / 10• 497 \ \ 3,68 TMP 04600-oo-oo-ol800 BLOCK 8B PORTION • � ,\ 1.8o ACRES !� � I - % EASEMENT • '\ ® g ° 1 / 1 S27 33'41.47"w 28.082' �- ��a HAUGH CHARLES R / OF TMP 46-19A2 - s �� ��S171o24"E 46 I i I 10 58' // II 1 1 1 I 6 & E J OGLESBY JR T / / 0.954 ACRES \ ,, I _ o \ \ 14 �s APPROVED FEMA �, I ° I I� �6\ 10oYRFLOODPLAIN. 7a�I / / D.B.731, PG.690 II 9�` %� �I I�� / / / / / // ♦ �` �� APPROVED FDP !ti I / I ,,,n I I \ AREA: 13.95 (PORTION OF) �. " NUMBER 201600004N 3.045 AC (THIS BLOCK) LIMITS 00 SUNNYi DAY ♦ 1 I ) =� s ° z 11011 = - S \\o-W- BREACHIINUNDATION , % ( L=11.z , R= I I 6`1 z / / / // / ♦ 577 2z I 35 49.000 S-. ZONE I I I A=1 1 1 j I PROPOSED HISTORIC a 1= 3. 374 � � 2I /; / ��/♦ ` ( PROPOSED OPEN - zl I HOUSE BUFFER / ♦ I 1z11.5oo I 1 1 0.384 ACRES \ \� / / o o SPACE B / ll , L=177.325, R- r. / / \ V A 0 \a-- A=8.3863EXISTING PRESERVEDa� 0.07 ACRES 11 VARIABLE WIDTH PUBLIC I I / LIMITS OF � / Y s �� � ♦ � STEEP SLOPES / - STORM DRAW EASEMENT GREENWAY (TYP.) �I � _ ! 1 �B.�i121, PC.B44-s7s , I I PROPOSED 20 LANDSCAPING BUFFER AROUND BROOKHILLa \ / EXISTING PRESERVED HOUSE PARCEL /a5� y V �\ / ♦ STEEP SLOPES� T \ STORM DRAIN VARIABLE WIDTH PUBLIC QO jI / - EASEMENT I I BROOKHILL DB.51, PG45 o BLOCK8B 20 �/ ��� ♦ o' �� \ % / / L-22 e� `ern EXISTING STORM ,,,C1TI� S E Yy_ TO BE RE-ROUTED I TMP o 600-00-00-01 A2 �� PROPOSED GREENWAY __ 4 9 \� EASEMENT WITHIN / / / oo\\-- ,s8845o0"E - ---,< I I NOTE: PORTION OF PROPOSED CROCI<ETT CORPORATION • / / SANITARY SEWER AND 20' EASEMENT c, BLOCK 8B = 4.04 ACRES /� _ D.B. 16 PG. 2 �� o� / 5 9, 35 . �, � I °, CC,/ � ,�°• I TO BE RELOCATED WITH THE / v0 / D.B. 1 O PG. O �� \ / o 0 o I / I �� �- 0 5 5 5 4 c, o - o s5a / I DEVELOPMENT OF BLOCK 8 20' ACSA WATER AREA: 1o.614 ACRES \ • o o °� a / EASEMENT (EXCLUSIVE OF ARCHER AVENUE) \ ° �o; / / PROPOSED OPEN c ^� 0 _ 1 _ TMP 04600-00-00-0180o j i o O O o L=58.375, R=1211.500 1, / SPACE C I °=2.7607 \ - - \ HAUGH, CHARLES R PROPOSED OPEN 0.79 AC & E J OGLESBY JR T RES `� E7D �° v v �� N0 A EXISTING BUFFER ON SPACE A o � � NA.1 A \ ° I PROPOSED SWM ACCESS AND ° ! D.B. 731 PG. 690 o.6 ACRES ° " THE BLOCK 8B / ' ° ' �/ � n�\ I o o � BASIN/SWM FACILITY PROPOSED WITH v _ - I° �� /4 PORTION OF TMP �/ I / EASEMENT TO BE RELOCATED WITH w v` AREA: 13.95 (PORTION OF) o s6j�ti \ I o / / I BROOKHILL VSMP PLAN TO BE v \_ �'-_F °r s (TIE} 2s. �zF \ 1 0 -LL o 0 6 19A2 -1.490 ACRES o / / MODIFICATIONS TO THE FACILITY r_36 v RELOCATED WITH THIS SET OF PLANS-�- 7 404 AC (THIS BLOCK) o 4 �z o 0 0 WPO-2017-00037 LAND RESERVE' " >s SF . _ VARIABLE MAINTENANCE EASEMENT DEDICATION PONE DEMAND TUR E WIDTH PRIVATE \ I o EXISTING WETLANDS // I / 00 6o�e 60, s \\ ORMPLEMENTATION OF \'O/ FROM THE COUNTY. a ° INTERMITTENT STREAM (D.B. 5107 PG. 148) sg , o SALAMANDER CROSSING) ® � � Q557 ACRES OF TIME 46-19A LAND HEREBY � o ° 2 \ M o ►� RESERVED FOR FUTURE DEDICATION To Pueuc o / AREA: 2.17 ACRES \ INTERMITTENT STREAM / a 1 I ° VARIABLE WIDTH PUBLIC ° ° - .� r ° USE UPON DEMAND BY THE COUNTY o / \ =N L ° ' �� SWM FACILITY EASEMENT ° IT DR. 5121, P3.644 675 ° o 00 AT V R ABLE WIDTH PUBLIC \ Div - _ _ _Nc''25s `1"E l �C DL CAP CO) \ �9° ANDS - - �6�- .1 / BASIN/SWM FACILITY STRUCTURES 5 -' - - _ _ _ o �0 DRAIN EASEMENT m, , ° VARIABLE WIDTH P , ° °' \ PG.6'44_ E SUFFER i 1 EAEN-2955 - - - - DB5t1- 44-675 PROPOSED WITH BROOKHILL VSMP PLAN j 9•� - - - - - - - o+� w _ � STORM DRAIN EASEMENT EXISTING MANAGED v 0O 0O QO 00 00 0O 0O QO 0° - -- -- ® z DB_�121, PG.644-675 O p TO BE RELOCATED WITH THIS SET OF PLANS \ \`4; -- c, fa, 39g,, -3D' PRIVAT LANDS A / °' 83 \ ,\ `�' � o % OUF R EASE 3°3s_�s�-?o --_ `� s - - _ ° �' � STEEP SLOPES B021 FE EASEMENT -- Na - - - - 30 - ° - _ - - \ D G.644-�/5 -ME - --/ ° _ _ '� � �� B pRIV E � - 1 w 74 98' I. r --_ s / s8a3312"w ` ,c: t] AT lA <\� -ss.7r TIE _ ER NDSD EXISTING WETLANDS �� _ s86.48'13"E � B. E E _- - - EXISTING - \ ao7.. 2o1.es' a12� �� ` EASE' E( SENT j \ -- ® / __ _-Nag4s, ..E 17,.,3 ° _ -- - --__ PS.644_ �;� EXISTING 3o \ \ - - PROPERTY LINE \_ _ _ - --- _ - -- o L_22.s --- 6Y5 \ 1iY73{FIE} _- / (I!F -_ �' o \ o VARIABLE WIDTH PUBuc ` - - - N7a°24'a7"W �;°if' LANDSCAPING BUFFER \ 1 Ci • . � � � STORM DRAIN S69 w ""-"'--- MAINTENANCEVARIABLE EASE PRIVATE_ ©o _- Do 5121, Pc.644 67s N -- n_o EASEMENT \ 1� ���� Q) 3q 73, -e ;ti3z VARIABLE -WI PUBLIC FOR IMPLEMENTATION OF - - - EXISTING POLO i (riE) , STORM DRAIN SEMEN-T- EXISTING SANITARY SEWER AND ���-� _ POLO GROUNDS ROAD / DB.s121 PGa -67s � \� SALAMANDER CROSSING) \ �� ®�: - o _ roP - GROUND ROAD BUFFE i S76° zo' z9.38"E 32.961' 20 SANITARY SEWER EASEMENT STATE ROUTE 643 (D.B.481 PG.263) i , T s °� N21'03'38' E 0.557 ACRES OF TMP 46-19A LAND \ �� '! 0.46' L=3.75(TIE) n 0 0,305 ACRES _-_ - L=148.503,R=976500 73 33'6�� A \ VARIABLE WIDTH PUBLIC 7 34 - s' 3 F STORM DRAIN EASEMENT HEREBY RESERVED FOR FUTURE sso°2o13f - TIE) ,3o2g'os"w 4,22' EXISTING POLO "'� o - A-8. 1 3 357"E So �33.8�3 a \ z �`\ PF H� .° \ B.5121, PG.6�4-675 ]��1P0�IC SCALE DEDICATION To Puauc USE UPON DEMAND GROUND ROAD BUFFER o o • _ _ -F� Ate A� v �-- 2 34' S83'43'S5�'E-- 85 --q �; I� 00 O° O O - R,s. ,_EA J 5o o 25 5o 100 BY THE COUNTY o 76.16' ° 1<7 zM CA i 0. 6 ACRES N NII© 1_ Nlti F. 53 0 0 0 0 ©o 0 o No L74s w ` f E T -� \ VARIABLE WIDTH PUBLIC __ ° ° 0 00 Oo ° 158T .6qV , \� EASEMENT WIDTH 1 LIC STORM DRAIN = A - N8538'43'E 04 4 �� Y �� ry 7 \� o �To ` 6 5 N 03 ` \S o I F SUNNY Flo _,.._ LIMITSDAOY BREACH ° c 6 °rr1E1! �i� z N ( IN FEET ) N 7 Q T2' i 0 6202 ♦ 9 } I" � 0.150 ACRES OF TMP 46-18 LAND HEREBY 0 1 inch = 50 ft. INUNDATION ZONE RESERVED FOR FUTURE DEDICATION To ' ° o 70.00' __---7 �. o L=23.472, R=484.500 �__---585°38'43"w \ PUBLIC USE UPON DEMAND BY THE COUNTY _ , VARIABLE WIDTH PUBLIC o ©G A=2.7758 STORM DRAIN EASEMENT - v Lu M N � M J N W N m N WQ > LLJ J 1 V) U m z LLJ LuI- Q O � z Q zTUo v 0 (D W ' F_ m (n LLJ '-' J W ulU) J LL I z w U) 0 J LLJ O JQm V 0 CD N w Lu t- t- � w w U) JOB NO. 182150 SCALE 1 "- 50' SHEET NO. 4 J PROPOSED GARAGE (TYP.) \ \ \ STOP SIGN (TYP.)4'' / / NOTE: A 2o' BROOKHILL HISTORIC HOUSE BUFFER PROPOSED CG D ENTRANCE (TYP.) SHALL BE PROVIDED ALONG THE BROOKHILL 9 \ TIE-IN PROPOSED CG-6T0 , \` HISTORIC HOUSE LOT. THE 2o' BUFFER SHALL BE \ \ EXISTING CURB & GUTTER s� ' MATC H LI N E - SEE SHEET 6 EXISTING UNDISTURBED BUFFER OR REPLANTED � ► \ PROPOSED & PLANTING STRIP (TYP.) NEW LANDSCAPING BUFFER. 0-0 000 ' 000, \� \� /;'> PROPOSED STEPS \ V ' °��� PROPOSED VDOT STD. CG-6 � \ HISTORIC BROOKHILL \ V� / R HOUSE PARCEL TIE-IN PROPOSED CG-6 TO ti �� ` STOP SIGN (TYP.) ' I EXISTING CURB &GUTTER SiGy S/Gh� �i STREET SIGN( TYP.)'��STgN(- PROPOSED VDOT STD. CG-12 (TYP.) STREET , �o o / \ SIGN PROPOSED 5' CONCRETE SIDEWALK iu v (TYP.) a' / °o,Q PROPOSED VDOT STD. CG-2Ll O/ ? AR� PROJECT BOUNDARY (TYP.) �r PROPOSED WALLS � Q d � PROPOSED 3' CONCRETE SIDEWALK /a STREET OSF Fs� (MAX. HEIGHT = 6') SIGN P,Q �%� / PROPOSED 5' CONCRETE SIDEWALK (TYP.) , y I'�T );� PROPOSED 25' FRONT PROPOSED VDOT STD. CG-12 (TYP.) MAX. SETBACK (TYP.) / I� ---_ � Q a ; l•�/°R PROPOSED STEPS (TYP.) STOP �OuSF ROOK STOP GhT` SIGN BUFF y/44 LIMITS OF PROPOSED OPEN ' -- -- o SIGN �� (TYP.) f FR(oSTOR/ SPACE PARCEL (TYP.)\ Ghr PROJECT BOUNDARY (TYP.) q^/CF, PROPOSED DITCH BEHIND UPPER WALL \ �8 rV Lu 4 -�_! f STREET SIGN (TYP.) �/� PRIMARYENTRANCE (TYP.) RFP�RA� Q V' w �m l� I 4 �9, -�- ____ -- / �o R tqN�/Sri . ° o� eF I1 QZ PROPOSED GARAGE (TYP.) IN* ° /G v e O \ 1 m - - _ /N hT b STANCE- \N (IFFFR R 1 N -_ �x� I { ��--C_/� STOP SIGN (TYP.) 1 � I 9 _ — Ty FopRFy ' _O �� a P x I�F�RC�� I F �- — �l PROPOSED WALLS VF �� (MAX. HEIGHT = 6') L` O� I--i-1----- _ I - �� zoo R PROPOSED CG-9D ENTRANCE (TYP.) Q " r , PROPOSED GARAGE (TYP.) � �41 y I� �� �9 PROPOSED 5' CONCRETE SIDEWALK SET �! ca PRIMARY ENTRANCE (TI _--- O0 PROPOSED STEPS (TYP) B�C/� TRgG -1 ZLu Lu PROPOSED C r I a- PROPOSED CG-2 CURB (TYP.) V� ` , (4) PROPOSED PARKING SPACES 2 R w G 9D ENTRANCE (TYP.) O o ���q i 3'R- I - `^ � VG PROPOSED CG z CURB (TYP.) F/C QLu PROPOSED STEPS' Lu i I r I m PROPOSED 5'ONC•EESDA�LWK PROPOSED CG 9D ENTRANCE (TYPPROPOSED VDOT STD. CG-12 (TYP.) �r - II : 1 PROPOSED 6' PLANTING STRIP PROPOSED VDOT STD , i . CG-12 (TYP.) a �. r a .. d. _ - � 57 ° as ----- 2 PROPOSED MAIL KIOSK v . ° F/C!F/C ry O0-------- - o 0 Q l O , I ------I--------- PROPOSED 8' FRONT PROPOSED 6' CONCRETE SIDEWALK, Q (YP. --'--- (io) PROPOSED\� 0 ) ---- a PARKING SPACES ~ Tr W � �' COURTYARD / / (4) PROPOSED PARKING SPACES I MIN. SETBACK T w - ----- Oo ---- ------ a Q <\STOP 0.2o AC PROPOSED GARAGE (TYP.) _________ PROPOSED CG-6 CURB (TYP.) -j SIGN PRIMARY ENTRANCE (TYP.) G Oo I - > Z-- (TYP.) a PROPOSED CG-9D ENTRANCE (TYP.) _---_,- --- W I �- Q -Z (lo) PROPOSED PARKING SPACES ° aO I IIi II i PRIMARY ENTRANCETYP. . ° o � w ___-_--- ___ _-___ RPROPOSED \ 2 ,a o q PR OS ED CG-6 TY.P. a f ° - ----- LLJ ��-- aO M CL , - -�9, y _ Ci8TYP. O iPROPOSED 2'WALL - 41 ./ ° 0 C) 2� _ 44/ F/C F/C z ) . a - - z �o , 1 n a 41 PROPOSED WALL � I °a � )'y v, �O I(MAX.HEIGHT - 6 I - � — � � O M ` �' a� PROPOSED so' REAR EXISTING PROPERTY LINE (TYP.) Q II I I r---- -------- - SETBACK 0O - m �S - PRIMARY ENTRANCE (TY P.) ° a a YCF/C LIMITS OF PROPOSED OPEN 0 1 - / PRO SPACE PARCEL - 1 � POSED 5' CONCRETE SIDEWALK PROPOSED GARAGE (TYP.)_/ --- I �i NG CONCRETE SIDEWALK 0 EXISTI ---1 -- -- " I 5 �� . I � ----1 � � 4 � 6 \ � / PROPOSED CG-2 CURB (TYP.) - �w OPEN SPACED 3� i I ----I ---- / TOTAL AREA = 3�4 I PROPOSED 1.95 ACRES 0 b DRIVEWAY (TYP.)------ (AREA OUTSIDE � STOP ----------- BUFFER AREAS - _ . � �- r SIGN _-_ - ----� Q �- ENTRANCE (TYP.) I O Q (TYP.) i.26 AC.) I- � PRIMARY -- C---- ---- I I - I 2 ' I EXISTING STRE AM I 0 0 I_ � ,� � PROPO ED 0 0 0" � ° 0 0° Oa 0 I PROPOSED CG 2 CURB TYP. STORMWATER / o ------ PROPOSED WALLS MANAGEMENT �yT= 6' �'- NOTE: ANY PORTION OF THE 3o' BUFFER ALONG (MAX.MAx. HEIG ) FACILITY - POLO GROUNDS ROAD THAT IS NOT CORRECTLY 30'- - EXISTING STREAM OO WADE p - ! WOODED OR THAT IS DISTURBED DURING ROAD BU0�0GROVND N ��°- ���-i GRADING FOR THE DEVELOPMENT OR ROADWAY P ER 31 ACC S REP qt UN - �ANTE° /STVR IMPROVEMENTS SHALL BE PLANTED AND O (o. R I I - y /�BE°B i �� -1 SCREENED WITH A MIXTURE OF DECIDUOUS AND Np OO \---- SCAPE�gROR J EVERGREEN SHRUBS AND TRESS TO BE APPROVED BY THE DIRECTOR OF PLANNING. • T r _ -r EXISTING POLO GROUNDS ROAD -_TI i,_- ' O __ y STATE ROUTE 643 -�� - y �� II -i- 4 PROPOSED ' SIDE POLO GROUNDS ROAD -= �I11���II,���I ® D.B. 8i, PG. 263 / � 5 - SETBACKVAR. WIDTH PUBLIC R/WEXISTING PUBLIC ROAD j PROJECT BOUNDARY (TYP.)--_ VARIABLE WIDTH PUBLIC R/W o I -_I_- -1I SR 643 o- _ I1I 7I { l ----- I - -II-� l ICI I I I. i l l iI I r I. L IT -IT -ICI I I -I I I -I I- • a a a a l'�^'Y^11Y��Y Y 'i 't l' Y Y x a' M Y -Y Y' Y f k-1.- - _ — — ` i- ©0 -_--_ — LQ — , � GRAPHIC CALL 000 0 v \T � �- \ o o i o 60 A T 11 ! \ _ \ ). L 3 5 3 YY Oo 0�D4D71 BLIC ( IN FEET ) 0 6'43J �� \_, \ \ 1 inch = 30 ft. 4� SCOTT R. COLLINS' Li Lic. No. 035791 7� �l'sI ONAL z O Q U Z w o U) 0 z Q O ,J H ~ z w H W w ,r ti L9 C'M z M (y) < N w N N w > w J w rV Lu O Q u o U Q W I J ul ZLu 0 U) O O w Jam 0 0 N w Lu '-' Lu 0 w d U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 PUBLIC ROAD OR GREENSPACE SCENARIO 1 SCENARIO z SCENARIO 3 1 SCAR i g' GARAGE Mai' i MIN mom._ MIN 9' MINIMIN PARKING SPACE 2 CAR + z GARAGE PARKING 2 SURFACE r SURFACE^� PARKING SPACES PARKING SPACE *+ g - - I i SPACES ^ i PRIVATE ALLEY OR STREET w cz z iD Q 10— 20 MINIMUM TRAVELWAY PAVEMENT WIDTH I z O �,iY k %n w@' W PUBLIC ROAD NOTES: x. EACH SINGLE FAMILY LOT WILL HAVE MINIMUM SIDEWALK I OF2OFF STREET PARKING SPACES. . S' MIN z. OFF STREET PARKING SPACES WILL BE LOCATED I MIN EITHER IN DETACHED GARAGES, ON PARKING 2 CAR 3 PANS O R A COMBINATION OF BOTH. GARAGE MIN 1 GARAGES WILL BEAMINIMUM OFx8'DEEPAND PARKINGLOCATED EITHER 5' FROM OR GREATER THAN W SPACES FROM REAR PROPERTY LINESADIACENTTOTHE PRIVATE ROAD OR ALLEY. t y. GARAGES WILL BEA'MINIMUMOF7 FROM THE 2 CAR EDGE OF PAVEMENT OF PRIVATE ALLEY. GARAGE HSPACES 5. ASPHALT PARKING PADS WILL BE BUILT WITH A PARKING MINIMUM DEPTH OF 19 FROM REAR PROPERTY LINES ADJACENT TO THE PRIVATE ROAD OR _ ALLEY. EACH PARKING SPACE WILL HAVE A MINIMUM WIDTH OF 9'. 6. DRIVEWAY GRADES MUST BE 8%OR FLATTER. THE GRADE TRANSITION BETWEEN THE PRIVATE ALLEY AND DRIVEWAY, BETWEEN THE DRIVE ANE GARAGE OR PARKING PAD (OR ANYWHERE IN THE SCENARIO 4 SCENARIO 5 DRIVEWAY) SHALL NOT EXCEEDx0% 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 ALLE) EDGE OF PAVEMENT OR FACE OF CURB. PROPOSED ROADWAY SEE PLANS UNDER S)pGp�� SUB201800115 w� w PRIMARY ENTRANCE (TYP.) PROPOSED VDOT STD. CG-2 PROPOSED CG-9D ENTRANCE (TYP.) _ ly PROPOSED GARAGE (TYP.) � \ \ OPEN SPACE D PROPOSED 25' FRONT v �; �0 MAX. SETBACK (TYP.) r �'� �y �� TOTAL AREA = 5'R 1.95 ACRES 2 _ (AREA OUTSIDE BUFFER AREAS = ' 1.26 AC.) PROPOSED 5' CONCRETE SIDEWALK 'PROPOSED 3' CONCRETE SIDEWALK `�� \ PROPOSED VDOT STD CG-6 �- J PROPOSED VDOT STD. CG-12 (TYP,) �0�� 9, 01y� GARAGE AND DRIVEWAY EXHIBIT i o O� PRIMARY ENTRANCE (TYP.) A���� 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. EXISTING LIMITS OF WOODED TREELINE (7) PROPOSED PARKING SPACES \\ i PRSE DRIVEWAYOPOYP) , PROPOSED 8' FRONT 'y hw PROPOSED CG-9D ENTRANCE (TYP.) MIN. SETBACK (TYP.) CID WALLS �t17 �� (MAX. HEIGHT= 6') J PROPOSED DITCH BEHIND UPPER WALL i PROPOSED STEPS (TYP.) r �' _ F 2 PROPOSED VDOT STD. CG-2 ro 19, PROPOSED 4' CONCRETE SIDEWALK PROPOSED GARAGE (TYP.) PRIMARY ENTRANCE (TYP.) / / N EXISTING BROOKHILL HOUSE \< --- ,. r �s ��, / PROPOSED io' REAR SETBACK EXISTING 5' CONCRETE SIDEWALK �% - C7 All ro 2 Iy "" PROPOSED GARAGE (TYP.) / STOPS I GN (TYP.) - r PROPOSED CG-96 ENTRANCE (TYP.) / TIE-IN PROPOSED CG-6 TO EXISTING CURB &GUTTER sus; MATCHLINE - SEE SHEET 5 - �' \ \ PROPOSED 6' PLANTING STRIP (TYP.) v PROPO DES STEPS/ PROPOSED VDOT STD. CG-6 � , HISTORIC BROOKHILL HOUSE PARCEL i TIE-IN PROPOSED CG-6 TO � ' � `i'' � \``� STOP SIGN (TYP.),,'; EXISTING CURB & GUTTER STREET SIGN (TYP.)' / PROPOSED VDOT STD. CG-12 (TYP.) _ STREET SIGN /O 0 � � � �, � PROPOSED 5' CONCRETE SIDEWALK � (TYP.) v � y PROPOSED VDOT STD. CG-2 i p ��� - GRAPHIC SCALE a ? %�� j \ �'ppp �jF � _ PROPOSED WALLS PROJECT BOUNDARY (TYP.) - PROPOSED 3' CONCRETE SIDEWALK %� STREET Saco ��F ° (MAX. HEIGHT = 6') 3� o =s 3� so / P Y / 5 SIGN ONCRETE SIDEWALK PROPOSED � , _ (TYP.) a, PROPOSED STD. CG_-12 TYP. X z5 R ' RqV L IN FEET PROPOSED z5' FRONT (TYP.) - F� N V a ( ) MAX. SETBACK (TYP.) co '----__ �� �''9y Q a o �/O 1 inch 30 ft. v;PROPOSED STEPS (TYP.) �sG STOP - , &OUS, ROOK STOP �V ST� SIGN F eOFF 4 LIMITS OF PROPOSED OPEN �/� o SIGN �STq \ (TYP.) R(o, y/S�p SPACE PARCEL v�F 3ggC R/C PROJECT BOUNDARY (TYP.) a PROPOSED DITCH BEHIND UPPER WALL Lt! ;���80 VT 0�k, SCOTT R. COLLINS �, U Lic. No. 030791 ,'�:, ZONAL E� z o a U Ln w � Z o to 0 z Q o 1■■1 z w H W �f LD0 C'M z M (y) < 1 N N N LLI J c - LIJ LU w LuO Q u o U Q W I J ul� J cn —� LL1 Zw I- O � (n O J w 0. Jam V 0 N w Lu w a V) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 4 .5 � zz(OPEN SPACE � - MH-15A / ..11 �, / PROPOSED FIRE HYDRANT � pATC H L I N E -SEE SHEET E ET p / / �VH 0� PROPOSED D.I. WATERLINE � ;� _. � � �� o „ / 6"x6"TEE � V � O / / 11+00 �� � �� ASSEMBLYw / (101VAL PROPOSED, 4 �oPROPOSED PROPOSEDPROPOSED 8, x 8' x4" TEE 8"x6" TEE(2)-4"x4" TEE 4" TEE4"1(s)_4"G V. �(i) 6" G.V. � R. COLLINS�, (�) 4'G.V.(z) - 4" G.V. PROPOSED 4"x4" TEE, 4" G.VPROPOSED BLOW -OFF ASSEMBLY MH-�5 & BLOW -OFF ASSEMBLY No. 035791�'PROPOSEDAULT �.. 1.5 ° o-8"x4" TEE EXISTING 1z" D.I. WATERLINE PROPOSED 4" 45BEND S ��W-4" G.V. PROJECT BOUNDARY (TYP.) S _ PROPOSED zo' WATERLINE EAS MEN PROPOSED 4" D.I. WATERLINE - _ T KCOPPER WATER ERAL I ° Qlp, � `PROPOSED 1" TYPE K COPPER WATER PROPOSED z" TYPESERVICE ,� -, f,` p SERVICE LATERAL w/ i" METER / PROPOSED FDC ,- w / LOCATION -- PROPOSED FIRE LINE i PROPOSED io' PRIVATE m �N PROPOSED ° BEND � I� � � � '�, PROPOSED 8° D.I. WATERLINE UTILITY EASEMENT 00 ��:, PROPOSED A.R.V. 4� 45 PR / j \�� 4 0 �� �° �22 `PROPOSED 8"x6"TEE / w � _ I �� XSO� (1) - 8" G.V. FPROPOSED WALLS / --__ L.Q PROPOSED 4" FIRE LINE _ L � , ,(1) - 6" G.V. Lj_I0 PROPOSED 8" SANITARY\\\� MAX. HEIGHT=6' \ , i 0 �m - � �� PROPOSED 8 x6"REDUCER I N o /o PROPOSED zo' SANITARY SEWER EASEMENTo �^m� /,� o° v; PROPOSED zo' WATERLINE EASEMENT n 7 o 1 A x �yi �, _ I y^1- z7 to w o PROPOSED FDC ti ZSX PROPOSED 6 D.I. WATERLINE _I - Ill IQ LOCATION / z - - �� Q o Im Q J ram- I- I H LL 1Q _ LI) ,.tI(jn �/Sw �LLI� LuI� w CIn zoQ v� F o A I/�* ���PROPOSED zo' I ,I� I L�► o y W �R��F 4 `op = J .�� u o Z �,_ f,... PROPOSED Ii t WATERLINEASEMENT �I � � \ w � I� � �° -, + �' w I� Q _ 6"x4"TEE PROPOSED 1" TYPE K COPPER WATER,' rI PROPOSED w IQ J �� �I� D.I. WATERLINE - u_ IU J �- �l ��, -» w (�) 4" G.V. SERVICE LATERAL w/ 1" METER I / I ° I tiIo _ , O OSE D olu - ry /�FFF; 02 opi \ ? / \ 6"x4" TEE �- Io Q7 �� � 402 6j,LG i � � G.V. W LZ I� /1 PROPOSED6" PVC SANITARY Lu/� �° F , 4op ;PROPOSE 4"x4"TEE & , y S� PROPOSED W Q I.3 Gq BLOW OFF ASSEMBLY, _ . op WALLS ,,� --__ �/ SEWER, SERVICE LATERAL � I� 3 i F R� A-Y rn MHI / F�� 9g3 / � PROPOSED 6" go' BEND TO MAX. HEIGHT=6' ` j ti 1 o m_---- Ion „ I --_ o 4op.o GAR, / f �� FIRE HYDRANT ASSEMBLY - rl OPOSED 6" D.I. WATERLINE e� FFF�98 0 / PROPOSED ' - - w lr S o ` Io PR 14- jj� 398, 6) °� G,qR� 4" G.V. & _ - I� o ° I PROPOSED 6 PVC SANITARY F ° m 4 1� FF,966> go BEND PROPOSED 4" go BENDS __ SERVICE I L PROPOSED (z) 4"x4"TEE, �� Z� / ,� G # 3g�33 AGAR co PROPOSED zo' WATERLINE EASEMENT ° ° o SEWER PROPOSEDTER RELINE iz) 4 G.V., &BLOW OFF AS V/�� S� FFE�9S o _ _ PROPOSED 4 11.z5 BEND- T C.O. _ - 4 � i /� 600 ��: �� _ � PROPOSED PROPOSED' PROPOSED FIRE LINE / 1o' PRIVATE,' v ) 4�� i PROPOSED 10' PRIVATE -- ° 4 UTILITY EASEMENT � � o o - _ a - - P ED BE __ ROPOS o ND __ i N N 4" 9 - eo YPROPOSED - - 1 - G.V. � rn _ C ;PROPOSED 4" go' ° w o _ I � UTILITY EASEMENT � o � _ _ - � � Iv ( ) - 4" �--Im 2 x TEE r� �- PROPOSED zo' WATERLINE EASEMENT / I / ='PROPOSED 4�� 45 BEND Q li 1� z G.V. & v ��� PROPOSED FDC LOCATION .� wl �( ) 4,' � + PROPOSED 1.5" METER IN VAULT ' �� �t PROPOSED 1" TYPE'K COPPER WATER - ry ( )4 4 S MH-iz PVC SANITARY -� ,,PROPOSED 6' i", - BLOW OFF ASSEMBLY' o I m SEWER SERVICE LATERAL 1 SERVICE LATERAL w/ 1"METER 00 Oo--------f --- ---- I^ - i SAN-li ° M H 10 /; o O � ^,I`n --- + rn O1 PROPOSED x 'TEE G.V. �` � I I� � � -, m I1 PROPOSED 4 go BEND �" �4" 4' , 4" � 5 SAN-zo ^I rn 'I I� >� &BLOW OFF ASSEMBLY / CI)FI ��ROPOSED PROPOSED 1 5" R IN VAULT IQ �-V— COURTYARD w P PRO 2" TYPE KCOPPER- _ I� PROPOSED 4' zz.5°BEND_ / �° PROPOSED °BEND �V / 5 k o° --- 4" 45 �x / �I--------_� Q io--- - 4x .�� s / U-I0 WATER SERVICE LATERAL o - d PROPOSED FDC LOCATION ; F -- 4'--- �� o W� /O ' o /a�' I �I o° PROPOSED 4' FIRE LINE I13� - PROPOSED 4" zz.5° BEND \ j PROPOSED 4'\FIRE LINE M /� t o i\ / i� ■ -F m IM /` ` l o �I PROPOSED zo' SANITARY ui I� PROPOSED 10' PRIVATE UTILITY EASEMENT �� PROPOSED zo' WATERLINE EASEMENT L / O \ ` li _ SEWER EASEMENT LL Q PROPOSED FDC LOCATION \. i �I III - � I� � � ; � O �Q � /� �' � PROPOSED 6' PVC SANITARY � p ----- i w _ o � � EWER SERVICE LATERAL - -- S S C / rq - bLu � o° rm PROPOSED z" TYPE K COPPER N S � �/ /� %� (r��\ �- A4/ � I WATER SERVICE LATERAL i C.� /// rn ry) �o o - L: "P I cc) M �'�x PROPOSED zo �, / „'�� _/ r"r�, PROPOSED zo' SANITARY/ (`7 Oo p"�),rn N w �, lb1 j sp UTILITY EASEMENT �c� i� / LC�� o SEWER EASEMENT _ tL h r 1 I I - - (� Z I � � x �IQ I � -------I--�-�_ ill I �\ // �O --ry �� '�lo MH ii� co c,� M coa" (' ) -� -� 7 am Y l / ii i PROPOSED 6" go' BEND TO Lv/� �I ° � 4Ci� u) EXISTING PROPERTY LINE TYP. w _ J FIRE HYDRANT ASSEMBLY ( ) m rn _ m - � 1 i ----- ° �� � � � � �, r � � MH-ioB � • w x ----- _ o ,"' 00 _ �°° �� o k ----- , 1 © PROPOSED WALLS o l m Ln mj lrn MAX. HEIGHT=6 �I� Im + ll w CV Lu IQ �! --- - --- _ A y - �I I---- PROPOSED 6" PVC SANITARY % u l7 MIS SEWER SERVICE LATERAL II li------ N / �� - A. S- / > ll Oo � mlI -IM / PROPOSED 8" SANITARY SEWER ' MIN PROPOSED 6" PVC SANITARY° i - Q 0 � �; rni-Om--� SEWER SERVICE LATERAL; �� w j� �;� ° i � 'r Lj � � i � C� W ml n----1=��� � II LL Q � � PROPOSED zo SANITARY/ � S � - �I " �OPOSED 10' PRIV - -- -------- /' o / SEWER EASEMENT PR ATE ------ — O ] --�o --- UTILITY EASEMENT Nlry MH-1oA „� O R i o ---- o o,l 10� �; SAN-9 i -- MH-siA -- -�� �- M rn + LL I< W m m - m LL IQ W a LUI17 / ----- _ �_ 1 -- -- -- - EXISTING FIRE --_� — � - -- � to r' O PROPOSED zo SANITARY O HYDRANT �� -� -19+50 — EXISTING A / _ � S XIST G STREAM � `� � _ / SEWER EASEMENTL9 J � 010 - �/ r d w - w zI _USH COURT zI - J/ J u > r � Q • _ - PROPOSED FDC LOCATION — �� �ROPOS 1- 4 - PROPOSED WALLS 0 y MAX. HEIGHT=6' /tVONII O I-1 MAN GEME �� EXISTING STREAM 1 PROPOSED STORM SEWER /-F w aw w w M —_ - -- ,N w ,o w w w w�\_ e�: \ OPEN SPACE ° o 000e° �. I_ � W 00 -v,% \ / /: POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W (SR 643) NG - �� U 00 ul Lu O , Lu O — U) 0 GRAPHIC SCALE -------------------- -- -- - o , - o O O � I 30 o i5 30 Cn 0 0 � �W// ' LL o P N SAN-8 ( IN FEET ) LL O O O D O Oo � M O Oo / - S � 1 inch = 30 ft. Q W T PUBLI��~����� 0 nc)- O 643 C RI) MATCHLINE - EE THISi SHEET SAN-6 u' PROPOSED zo' SANITARY EX-SAN-4 � / w SAN-7 SEWER EASEMENT 3o LF OF 24" STEEL CASING REQUIRED, _ - SAN-8 i CENTERED ON THE STREAM CROSSING AND ~ S — — — _ _ SAN-5 EXTENDING PAST THE CULVERT WING WALLS. TIE-IN TO EXISTING S S S SANITARY SEWER S. — �p� ss s s� s s s s �� -- s S S S - - S • w _ , S ROAD W-W UN w -__ -� � - EXISTING 12" DIP OLD GR0 UBLIC R�yy W- W � -- SANITARY SEWER IN LE WIDTH P -� - - - VAR 643) - w- �, w w w w w----- w— w -`,v— SR 4 Lu r1 Lu a u=i JOB NO. 182150 SCALE 1 11=30' SHEET NO. 7 Al EXISTING 12" D.I. WATERLINE Ar y // k) TIE-IN TO EXISTING 12" D.I. 4> WATERLINE WITH 12"x6" T.S.&V. 116- (0 ti PROPOSED io'PRIVATE UTILITY EASEMENT DDnDnCCrl PRIVATE UTILITY CACCRACKI-r / .. 10 PROPOSED 4 FIRE LINE C.O. / 1�1 PROPOSED 4" 22.5' BEND 17PROPOSED 2" TYPE K COPPER WATER SERVICE LATERAL PROPOSED 1.5" METER IN VAULT 'PROPOSED BLOW -OFF ASSEMBLY _7 PROPOSED 6" PVC SANITARY PROPOSED FDC LOCATION 0. BEND PROPOSED 4" 9 SEWER SERVICE LATERAL f V PROPOSED FDC LOCATION PROPOSED PROPOSED 4" FIRELINE r 4 X4" TEE 4" G PR`OP6SED4"45' BENDS V. PROPOSED- PROPOSED 4" D. , 1. WATERLINE 4"X4" TE PROPOSED 6" PVC SANITARY, (2) 4" G.V.-l'PROPOSED SEWER SERVICE LATERAL 4 .. X4"TEE EXISTING 8" SANITARY SEWER 4" G.V. 4", -A PROPOSED i' TYPE K COPPER WATER SERVICE LATERAL w/ i" METER PROPOSED 6" 45' BINDS/ PROPOSED 20' - ,WATERLINE EASEMENT NOTE: LATERAL CONNECTIONS INTO EXISTING MANHOLE ./, "REDUCER PROPOSED 6"X4 ry SHALL BE FIELD CORED AND HAVE BOOTS INSTALLED © �� r�� r PROPOSED FIRE HYDRANT 'ASSEMBLY w/ 6N6" TEE NOTE: CONTRACTOR SHALL INSTALL A STEEL PILE BEHIND FIRE HYDRANT PROPOSED 20'WATERLINE EASEMENT o SANITARY SEWER 4 Oz 4j 14- EX-SAN17 S 4 PROPOSED 6" PVC SANITARY 14- SEWER SERVICE LATERAL,-, 0C) ty PROPOSED PROPOSED WALLS SANITARY SEWER TO BE DESIGNED AND S 20'WATERLINE", MAX. HEIGHT=6' INSTALLED BY OTHERS MH-iSB C.O. EASEMENT PROPOSED so' PRIVATE PROPOSED 4" FIRE LINE PROPOSED 6" D.I. WATERLINE UTILITY EASEMENT - ----- PROPOSED FDC LOCATION b lo PROPOSE - PRIVATE 20."Oo UTILITY EASEMENT PROPOSED 4" go' BEND PROPOSED i" TYPE K COPPERWATER PROPOSED SERVICE LATERAL w/ i" METER 811x4�l TEE ----PROPOSED 4 V �20 G '�''WATERLINE EASEMENT REMOVE PLUG & TIE-IN TO "so EXISTING 8" D.I. WATERLINE PROPOSED 4"X4" TEE, 4" G.V., 0 Dl f-NXA/ f-= ASSEMBLY PROPOSED 4" D.I. WATERLINE LINE/ PROPOSED 8" 22.51 BEND PROPOSED 4" 22.5 BEND MATCHLINE - SEE SHEET 7 ,,EXISTING 8" D.I. WATERLINE2 OPEN SPACE MH PROPOSED FIRE HYDRANT 00 ASSEMBLY w/ 6"x6" TEE PROPOSED 4" D.I. WATERLINE St - PROPOSED PROPOSED PROPOSED " PROPOSED 8"XTEE 4 8"x6" TEE (2) - 4"X4" TEE 8"A'4" TEE (1) 4" G.V. 6" G.V. (1) " G.V. (2) - 4" G.V. MH-ls PROPOSED 4"X4" TEE, 4" G.V., 4 -OFF ASSEMBLY & BLOW -OFF ASSEMBLY PROPOSED BLOW PROPOSED PROPOSED i.S" METER IN VAULT, 0 8N4"TEE EXISTING 12" D.I. WATERLINE 4" G.V. PROJECT BOUNDARY (TYP.) PROPOSED 4" 45' BEND PROPOSED 20'WATERLINE EASEMENT PROPOSED 4" D.I. WATERLINE PROPOSED i" TYPE K COPPER WATER PROPOSED 2" TYPE K COPPER WATER SERVICE LATERAL 0 SERVICE LATERAL w/ i" METER PROPOSED FDC L(5CATIONry Y PROP6SED4" FIRE LINE----- PROPOSED io'PRIVATE Y-V PROPOSED 4" 45' BEND- - PROPOSED 8" D.I. WATERLINE UTILITY EASEMENT PROPOSED A.R.V., PROPOSED 8N6" TEE 0 8" G.V. PROPOSED 4" FIRE LINE PROPOSED WALLS 6" G.V. MAX. HEIGHT=6' PROPOSED 8" SANITARY SEWER PROPOSED 8"x6" REDUCER ry o PROPOSED 20'WATERLINE EASEMENT / / GRAPHIC SCALE 30 0 3.5 30 6o IN FEET 1 inch = 30 f t. 07� ASCOTT R. COLLINS'_� Lic. No. 035791 �Als�sIOIVAL 14. ® 0') r_ co C6 ®�z co co < C) w W > LLj < _j z _j Lu 00 0 Q 0_ z U <F_ 0 Q F_ Lu ulD U) F_ Lli Lu F_ U) O F— O F_ ui 0_ C)� Jam (D 0 0 0 Lu _j u u Lu Lu Ia. u) JOB NO. 182150 SCALE 1 11=30' SHEET NO. 8 00000 4001* EXISTING PRESERVED STEEP SLOPES zz 1 EXISTING too' STRE ' BUFFER I I EXISTING PRESERVED / STEEP SLOPES O / 0 O Oo O0000, 1 a o o Oo / �L Oo ' FEMA too YR Oo FLOODPLAIN Oo Oo Oo Oo Oo/C� Oo o DO � Oo - -- _ _ - o / - - - W - - W -- - w - `N w w w a- Oo POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W (SR 643) k�5.4 426 BW \ / 41 B / 432 TW 410.2 �0 ) Y O 4z3 TW DL= 1O" Qz 2.03 C �y 414.5 43i B W 3.1 ti V= 2.88 F PROPOSED 8" HDPE ` ' �/ ��//� 96 y / 4 4Tw 3 z ROOF DRAIN SYSTEM (TYP.) /� / 424 BW EC-2 JUTE DITCH Q10 z.5o C f a 4o8.i k /� 4137 43oTW WIDTH=5' _ l ♦ ^� NO SCALE ° ° 5z F �� 46 (SLOPE=2.8 ( EX-D07 �\�/� �C"') i.,412.8 - lC \\J\\ 3.�� / PROJECT BOUNDARY (TYP.) �� V �� �412.0 /a \ 40596Ir8 0 4 oTw PROPOSED 5' PRIVATE V.O/ 411.2 o DRAINAGE EASEMENT �� �J�V S. o H �4z86W r- 5 � lQ A� 43z TW r r � /C� 410.4 410 PROPOSED zo' PRIVATE BW l o^ o° 83 4�7TW DRAINAGE EASEMENT EX-Do6 406.67 y /y 409.5 \ 41z o �/'`4;' S p �0 0 TW �4z56 PROPOSED WALLS 10+ � � �k/ 430 I W (MAX. HEIGHT=6') °O � \ 4o8.8(.-1'- 32 4°7 � 418 BW i i °� / � ��� 4z4TW M �,/ 4oz.grn O 408.12� V - / PROP OSED DITCH O �L io„ --- S y, L= Q= 0.z CFS EX -Dog � ,M � / / \ �. • .\ � / z 5 410 W 3: ti V = 1. FPS LOCATION OF ROOF DRAIN TIE-IN �,422 TW z 79 16 4 3 w GRASS DITCH 01O 0.31CFS K 1 TW 4z8 TW WIDTH = 5' D = 0.2 FT EX-Do5 PROPOSED io PRIVATE DRAINAGE EASEMENT (PROPOSED 2 NO SCALE 10 4 e - / 4" (SLOPE=2.9%) 40 YARD DRAIN �00 �YD-5 - + � 4: N �, ATCHLINE - SEE SHEET so 4 � - � O n 420 TW z1 BV1% 26 Tw ' � \ / Z407 B �3 TW ` _ 4zz BW �1x �415 428TW --I 396 TW 4°3 5 404, \ S0 421 TW 39 'I - �� X�28 4o5.S6W 4��TW 0 1Cm ,..,. 4o8 TW 394 BW s \ \ 4z4 W �1 C) 398TW CDIIp � �� "�4z3 430rW PROPOSED WALLS b� �� 4o1.z - + �A� \ d2x0 418 TW BW III __ o, 404s \ o (MAX. HEIGHT=6') Q_ 0 5.1 v 39 Q �'kr)411 W `I/ 4 4 BW - `"�y� I V m� 8TW � --_W'u S j : a N � � � et] � � �41oTW� !,1 TW \ 34 6. �QI mII1 --_ 404.5 ° Ix0 \. �Iv, J� F ..4�3Bw OPEN 429 AM 2 400. � ro4.3 \ (j/ \ 12Xs0 415 1 W �ur166BW \ PACE - 39° B 398 BW Lei Irk A �� \ zz TW LCl Q 396 TW TW 6 y%4oz 6 4z1 BW 399 4°3 9 404.0 04 0 /o \ 408 TW 414 B 427 TW 43 al TW N o I o �o �� oo r,M \ 0° 13 39 i 4°3.5 O x 7 �388B II I4 - O yo\. 4ozBW 13TW 0 6• 398.5BW 4 ° +0 4 3 gyp/ ly 406 TW 394TW TW 1� LL11� 26 00 2 p oz. I IQ PROPOSED 8" HDPE 394"W � MI � 9 4 9 403 p 9i 386BW 398Tw . Qio 8� ,,--__ ROOF DRAIN SYSTEM (TYP.) 392 TW o 4.0% ml - 400'g/ O PROPOSED 8" HDPE 3985 � 4o2.4 orn 402.559/0 I�Iy - - - �o�'OxS0._„ 4 ROOF DRAIN SYSTEM (TYP.) 39s. --__ LL IkD I L��� 401.1 �j 7.2 j a LL Q Vo �t400.8 ��� PROPOSED WALL 0 �"� 401.9 4oz.o2109 �,� w o 400.z F� 384 BW 392 B ,Iri �/0 o�m h po o - (MAX. HEIGHT=6') 39oTW j 397Tw 0 l0 2 p o I^� / n .3996 + o d _ 399.5 � -�- m 401.3 O l,01. r- M/0 39$ ,i /� -� f� 4.6% w ICI w � �, cr / 98.1 I -- I P 38zB 39oBW -rp--- 400.7� 400.g --- LLI� 388 TW 396 TW h I 0 - 3-7%^- o/o o �� MIS-Y"I 398.s FFFR<4o2o0// ry 39LZ If I , _ 400.2a4oC j 400.4 --_r- N I O W 402 6 GgR�I 38 BW 395.1 '--__ LL/Q V 6-6Qu ,/FFFc`4o06 / 3 - _ �IQ a•33 �GqR\ 386TW �8 BLL IV` 3/ W1� 40 PROPOSED WALL II 94Tw �„, - 399.7� 99s 2 8� LL l7 LOCATION OF ROOF DRAIN TIE-IN FF 9 HEIGHT=6' I 0�M- /III / 0!' E 4009'''�G (MAX. ) 3 4.6 � 1U) o [] O Im - _ 397/5 0 398.67 •O0 / �R go M 4M -- 399. Z 0 1 O /� V 378 BW 394 TW II 399 3 p _ IQY x3973 �' 3 384 TW 86 5.83 li S 0 5.4 /0 11 u S �/ 9 8 I� zTW 386B 23% - �LZIQ �3770 X 9.5Tw LOCATION OF �3 Vi�� 389.5TW ea $ o� �_ ROOF DRAIN TIE IN � 385BW � • � S 2 I .- a / �S / 9.5 W j g8.67 �16_ 18 \ 400.0 �F 3g6.1 376E 382 TW 38 r sTW I 39z 394. 7 o ag7-9- 17 -1- 3.V � N \ 395.29 i �II _ --- a %I00 - v 394 PROPOSED zo'DRAINAGE EASEMENT (TYP.)�399 0 39z.7 + a 374 BW 39oIBW LLZ < 5. % 397 ° II ° o m H 393.83 P 391.4 �r39 4 3 0 396.9.1/0 0 S. 39 .1 Tc PROPOSED 8" H 8oTW----------- --- 393TW min - -� �iM - j\ ROOF DRAIN SYSTEM (T 396.5 n 396.6.1% Lii ix OURTYARD U"I¢ 394.00E LL a 394 1 z ----{- '� � 433Tc i PROPOSED zo PUBL 4. /o 0--------- bo ' 395.9 Q 1 _ � � od j 1372BW Sao Iw 3aBBw ------ I 3959 ti Flo J I �x00 DRAINAGE EASEME --I o ---- �I 378 TW 86 TW 91 TW nl o - Ol \ . �II �I� 3.3% 3gs41 --- Im W PROPOSED18"YARD DRAIN PROPOSED Ln 8" HDPE LL I� W o t gG �i ROOF DRAIN SYSTEM (TYP.) o.8 twi ¢ 5° 394.8 I ----- M--------- 1 , o '°� 'o 394..82.9% 00 Im N 6y/o 'N.------��- �� 0 Ln Vi I, 37oBW 86BW L -++ - 6 TW 37 W f 394-3 PROPOSED WALL 37 38 TW 9I T Z rrV 'Ij' I -- 394..�.9% ILL (MAX. HEIGHT=6') �c3s . z if Lu Q /p LL x391 0 4.9 8 to ----- o -0'--- 9 _ LL 0 393. 393 8 Y Lp IO Z g 8 �_. �- --- _ � O� Z) r-1 3.6°�0 - --- m lII, o � PROPOSED 20' PRIVATE �� a �i 393.3 II m IML�_ -' �39333 /p _I DRAINAGE EASEMENT 389:5oEP A 368 B W � - _ _ 391.3 v> 390.92 EP 389.83 TC 374 TW 6BW a B �____-- 37 3 4 LL ¢ 6.1% 38zTW 88.5TW---------� l7 --° 39z.g p m � \ ys - 00�391.4zTC / 390- �� 86 � 39z 92 So/p --- � Im m 3 PROPOSED WALL 0 IM - o�� Jx e IM x391.a -, I m (MAX. HEIGHT=6') o 4.3/0 m 39 5 + if N a °o z. o kY � 54.6/0 � � m o. 8 EP UI 39 5 �A • I LUIQ o 3 ---- � -- �� 39o.gz TC 384 BW ----- 6.2/0------- 3 39z.z / . I -- LL Il7 39z•z2. o mlLo --____ -� 7/0 MIH 39o;g' 9orw 379BW % �PROPOSEDzo'PRIVATE �PROPOSED WALL mI� �- mla, LOCATION OF ROOF DRAIN TIE-IN - 382Tw zg ml 4.0°/p __ - m �' 9° �� DRAINAGE EASEMENT 3 N 391. - If �x 63 / �I (MAX. Hi ) 366 BW 38 .5 TW M IM 9 ILu jQ 390.8 / EIGHT-6' 374 �W I --- --�:� W Ill O SCOTT R. COLLINS'Z Lie. No. 030'791 � �SIUNAL E� i / l) NOTE: SEE DRAINAGE MAP, SHEET 18, FOR DITCH DESIGN INFORMATION DL=10" Q2 0.37 CFS o VZ 2.33 FPS 2 GRASS DITCH C1 0.45 CFS WIDTH =s' Do 0.29 FT NO SCALE (SLOPE=4.6%) NOTE: PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS PER ACRE, OR 1 LB PER i,000 SF. EXISTING MANAGED STEEP PROPOSED D\ DL= 10" QZ p.59 CFS SLOPES EXISTING 2o' HISTORIC PROPERTY BUFFER 3•z 31 V,=` 3.28 FPS f ,-EXISTING EC-2 JUTE DITCH Qio 0.73 CFS / WIDTH =S' D = 0.26 FT / PROPOSED 18" YARD DRAIN NO SCALE / 10 (SLOPE=23.7°/0) / 4 5T 4z5 TW 06413 B 12 TW y�419 TW 40o BW YD-4 PROPOSED 1o' PRIVATE 405TW _4176VV DRAINAGE EASEMENT (TYP.) TW y��4� -4- 14x 4ogTW PROPOSED 18" YARD DRAIN 7397.5 16 TW k417 6.8 o... i 3g z 0�3 \W_ IxYD- o.... X3 6.2 4+$0 396BW ° TW 3 \0 395 5 \'4oz TW 4°4 BW N o\o 394.8 44 \396 BW 05 TW 3 4.2 2 402 TW ,398 6 ` oAo a - �� CO/ oAo 4°3 TW \ 39z.o EP // PROPOSED 20' PRIVATE DRAINAGE EASEMENT (TYP.) 3gj LOCATION OF ROOF DRAIN TIE-IN / i S/ FFF 396-00.33 o� z. � / 39 33 / EEy��\ � 91.5 TC 390 389 9z P3G(/ ,I EXISTING PROPERTY LINE (TYP.) � \ 9o.4zTC� , e °e DPE V391.0 , 39o.o EP 42 YP.) 39°J go.STC � � , 390. go.67 \ 1388:a3EPPROPOSED 20' PRIVATE �3889.33T 00/ DRAINAGE EASEMENT IC 38 .0 388.5TC�x �- NT 8 141 a (Q PROJECT BOUNDARY (TYP.) 386.67 . 7 7 40 D-1 LAM UGD-z EXISTING INTERMITTENT LL 2•s a / e/ 4.z Bw Q �, Lc /�� � ti ° � STREAM 386TWbvV 386T/ CO �0 W Co a ass / / PROPOSED UNDERGROUND I; ,, Lv DETENTION FACILITY uj 00 a 8� m o 660, 384.0 (v 'co, \ ° 364.1 I J 3834 o � C7 O x 37A .380 ) 382.6 � 38 I B � I 37 7 381.5 EP 37 372TW 38oTw387.5,° W I- o ---- / PROPOSED 8" HDPE ( I�-It'. --10--------- 1 �4-------- 3917 391.7 �°�° o w 388 W� ROOF DRAIN SYSTEM (TYP.) 387 3 of l N 88 TW / y rn // y m 2.8% 391.5 00 `- II / 86 374 6w\ PROPOSED WALL 373 ry I rn + 391.4 W I� / 3 373 � Mom_,--- o, �.o% LL I¢ � 38orw (MAX. HEIGHT=6') TW 11 I� _) H LL I0 Z LOCATION OF ROOF DRAIN TIE -II LU 371TW i 386TW 88.67 ��U¢ 3_2%�- -- 391.4- 391.o PROPOSED _ ED WALL 38o TW 8z BW 3gz.o-- - - / � 3 3s4Bw - - _ -- y� NOUSH COURT -o- o 8 (MAX. HEIGHT=6'),/ - 366VW 781BW 388TW 390 TW ,�9+50 \ �� LOBO 382B w- w 37 38 TW 388 TW y / 376TW 3746W 3766W 14 13 12 11 / PROPOSED / 37 \ i 38o TW�A \ 374 B / 382 TW ---- _ / / - s46w 10 8oTW STORMWATER - ---- 3 PROPOSED STORMWATER // LOCATION OF ROOF DRAIN TIE-IN 37 39°TW 384BW- 383TW- G� MANAGEMENT EASEMENT ; i / MANAGEMENT 4\� 39oTW \ / 370 376BW_ / FACILITY 8z TW j 76 BW 75 382TW 81TWwjj_ NOTE: PROPOSED SLOPES STEEPER THAN \ o 3:1 SHALL BE PLANTED WITH NATIVE STEEP OP N SLOPE MIX WITH ANNUAL RYEGRASS BY PROPOSED 8" HDPE SPACE ERNST CONSERVATION SEEDS AT A RATE __ ROOF DRAIN SYSTEM (TYP.) OF 6o LBS PER ACRE, OR i LB PER 1,000 SF. PROPOSED 20' P IVATE111111911111111 iiiiiiiiii/ EXISTING STREAM--- DRAINAGE EASEMENT41 j- w� 17, .38z.oTC 36 a Is f 1A _ 4 / I Ln PROPOSED VD OT STD. EW-1 WITH RIPRAP OUTFALL / EXISTING STREAM /i V) EXISTING MANAGED STEEP SLOPES GRAPHIC SCALE 30 0 15 30 6o I I ( IN FEET ) I inch 30 ft. z oLn co Q Z W =) Ln O z o 1■■1 L Z w W w �f Cl?L9 M (y) < W > < ®�z N N N W z z _j W Lu Lu Lu Lu M /V � w Q p z J Q Q 0 U O oZS ill J `D z W ul!� J `J V J z LU W � O O wN Jam V 0 O N w Lu w a U) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 VT 0�k, w 4� \\ _ a Coll \� i \ PROPOSED 12" YARD DRAIN (TYP.) \ YD-12 \ w 438.21 1 z 41 437.7741 43733 % �Cb' S> �� 43635 YD-ii PROPOSED 12" YARD DRAIN ��R S�`o�, A �tvv V/ % o &o � v 43533 �J 9. o O �_ / 41 YD-16 `�. O �9% X43 w x 434 9 ° 'n"�` _ <4344\� 44 PROPOSED 1o' PRIVATE -��\s (� / ao °f DRAINAGE EASEMENT 433-9o,G� YD �ir�"� �z o �� s Z, V 4333643 33 �� �� SZo 4347 4 34 \ PROPOSED 8" HDPE ` ° 4345 v ROOF DRAIN SYSTEM (TYP.) � �/ 1.8 j /� of 5 s 434z x 433-75 EP M � � �` 43 5 o 't n k\. PROPOSED 12" YARD DRAIN SYSTEM a V ' 434 z �c YD 3. I ���� 433.a NOTE: PROPOSED SLOPES STEEPER THAN w ` J / 1 SHALL BE PLANTED WITH NATIVE STEEP �6i � 433.0o EP, V� 3� A z 433 So TC / v` 33 YD <c0 433 SLOPE MIX WITH ANNUAL RYEGRASS BY \ / 430• - ` 9 0 \ ' YD-14 .n ERNST CONSERVATION SEEDS AT A RATE A ,\ °/'?�'' 432.6 �w OF 6o LBS PER ACRE, OR 1 LB PER 1,000 SF.\�� a //,% \V ` z ° O \ �� A f � 4za a�j �C `�`� � PROPOSED 18" YARD DRAIN. s� O� 319 by 4313 52 33 B PROPOSED 18" YARD DRAIN w s 430.6 433 B436 TW Xt $ 38Tw PROPOSED 20' PRIVATE �� \ ° 4z6-74 �' 1 43 DRAINAGE EASEMENT �/ 430.0 4�/�268 429.1 h \ 432 "w Qz 0.28 CFS _ v \' \4z7.3 (�� a y 38 TW Vz 2.10 FPS - \ 4y LOCATION OF ROOF DRAIN TIE-IN V428.2 \ EC-2 JUTE DITCH Qlo 0.35 CFS \ 42471 / ' t4z717 °% / 439 BW WIDTH = 5' D = 0.23 FT Ae YD-8 427.33 \ e / 44o TW NO SCALE to z4 4 42J 0 430 BW h� - (SLOPE=1i.7%) 4 STW \ PROPOSED DITCH 42 422.97, 4255 ��(/�� p 436 BW PROPOSED 8" HDPE �. A� �,� /�Q \ 0 428 W 44oTW ROOF DRAIN SYSTEM (TYP.) o, 'A 432 TW \� �o / yry 3.20 4�44 PROPOSED WALLS 421.0�;' ° �4 6 A N 438BW TW (MAX. HEIGHT=6') 0 430 BW M �0 423 0 6 TW �i0"LJ� \ So 430BW 43 419-071 irV436 TW 418.45 \ YD 9% �� <C��'Q Oo 42z.3 V 41�.3300 4z1.6 428 BW 8o ro 434 TW EXISTING MANAGED STEEP SLOPES 420.8 ti PROPOSED 12" CLEANOUT (TYP.) BW 0 o v 420.0 4 425 TW / YD 7'z6 BW 8 � 43o TW EXISTING 20' HISTORIC PROPERTY BUFFER 419.1 YD13 422 BW 3.75 \/ 4 OTW , / \ 418.z - 433 B 37 ?I ro� 433 TW OVEN PROPOSED 18" YARD DRAIN J0 12.88\ LOCATION OF ROOF DRAIN TIE-IN YD-6 417.2 glz.z6 p /r� /4�5TW SPACE /j 4i 433 BW 9- 433 TW 415.4 41 '-6 4z6 BW - O \/ / / YY \ //O �gi °�432TW 410.z , 4�3 rw DL= 20" Q2.03 CF5 z 414.5 - 431 BW a.� 1 V = 2.88 FPS PROPOSED 8" HDPE 441 % oo ti 434TW 3 z ROOF DRAIN SYSTEM (TYP.) �� j / 424 BW EC-2 JUTE DITCH Ql 2.So CFS / j 413-7 43o TW WIDTH = 5' - 408.1 �� M D = 0.52 FT NO SCALE O ACC 6 i 46 � 1O /y' (SLOPE=2.8 6 ry .7%) EX-Do7 , �.r 412.8 l \ ti% / PROJECT BOUNDARY (TYP.) 412.0 t 40596 o° /^� 9-0 4415 BW�oTW S 8 � PROPOSED PRIVATE l^� , / C)° 411.2 xo° DRAINAGE EASEMENT �.! /i /�/� V, qz8 BW Al j'S- Q \ 41O.4 LF10 432Tw PROPOSED 20' PRIVATE � (.0�/0° ! 427BW TW DRAINAGE EASEMENT EX-D06 4 o6.67 /� ti J 41z - 4095 O 41 TW 42T PROPOSED WALLS k io °ti� C � � / 43o W o (MAX. HEIGHT 6) - K0 j 4o8.8 (- �A 47 418BW d i 32 0 8S% / 424 TW 4029 08 4o8.1 Z 0 \/ PROPOSED DITCH � a , / EX -Dog `"� o"sO o M LOCATION OF ROOF DRAIN TIE-IN 4ioTW f \ 7s � 423 z6TW 428TW G PRESERVED � LOPES ZI EXISTING too' STREAM ' BUFFER \ I EX-D05 �,`"� PROPOSED 10 PRIVATE DRAINAGE EASEMENTPROPOSED 24" 40 YARD DRAIN $ o y oo V �� YD-5 tj A 414tj \,\ ATCHLINE - SEE SHEET 4zo TW �r,zl Bpi/ 9 z6 TW a i 40 B d / TW '2AW 35 W 428 TW z ° 4ji 396 BW �� 403.5 i o o- Sp 421 TW 39 a a \ e „ 8TW i , S, 28 4o9BW j 405.5 BW41 TW � �� �4o8 TW GRAPHIC SCALE � )� 394 BW ��� 4z4 W 398Tw ol.z ° �°r S.1% `�3 43oTW\ PROPOSED WALLS 18 TW % Qom_ 4 '� ,� yC/ Z2xo, \ 4 (MAX. HEIGHT=6') 3a " 15 3" 60 Z - a�;4o4.8`.� \ O�`� 2 �J 3926W --_- \�C�F _ (� \ \ 411Bw+43Z NOTE PROPOSED SLOPES STEEPER THAN 39aTW L7 _ 404 B 41 TW `� `3c 3:1 SHALL BE PLANTED WITH NATIVE STEEP �� a I M ---- 65i 4o4s �a>0�`� �,41oTW� SLOPE MIX WITH ANNUAL RYEGRASS BY 4z3 Tw OPEN ERNST CONSERVATION SEEDS AT A RATE ( IN FEET ) Z 400. �Oy-! \ \ 409 w 4 PACE OF 6o LBS PER ACRE, OR 1 LB PER 1,00o SF. j 1 inch - 30 ft. h 11 �I 404.3 _ 2 w i� �i xS 415rw�wlbw / EXISTING MANAGED STEEP - � oBw --__ iQ \ / o zzTw _ PROPOSED DITCH 39 398BW - L-/l7 6. o 40 .oa�A a4ozB \4z1BW SLOPES 396TW 399TW --� __ 9/0 A I x O M ~ 403.9 404.o p 0 \ \\\ 4o8 TW 414 B 427 TW 2� O M A O 4zoTW _ EXISTING 20 HISTORIC PROPERTY BUFFER W N o SCOTT R. COLLINS �, Lic. No. 030791 ,'�:, ZONAL z O Q U Ln w � Z 07 O z O Ln L Z >Lu -' W w �f ti C'M M (y) < 1 N w N m N W > < w J z z J \ ' / m m w M < �/V Lu p J � z Q � uQo U O 06 � m z W LL U J V ul Zw U) O O w Jam V 0 N Lu J Lu w a 07 JOB NO. 182150 SCALE 1 11=30' SHEET NO. 10 C 395 390 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 7N I ( IN FEET ) 1 inch = 50 f L PROPOSED GRADE—] TERSECTION OF WESLEY LANE & WESLEY CIRC SIGHT DISTANCE PROFILE lmc I m n Ln m ci o U? �t 1p N 00 0) 0) M 0 N M O m O 14 ri ul m i M LI r� 00 Ltoi) O O O ri O N O N O N O N O N 0) mo LnLn Cot Ln OBJECT=3.5' 395 390 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 425 425 420 415 410 405 400 395 390 385 HEIGHT OF OBJECT=3.5' 38o 4_ INTERSECTION OF WESLEY CIRCLE &ARCHER AVENUE SIGHT DISTANCE PROFILE LINE HEIGHT OF EYE=3.5' HEIGHT OF OBJECT=3.5' 425 420 415 410 405 400 390 385 375 375 l0 n ri N 00 (.0 M O L.D Q) 1- LO Ql N N N L!l O M m It m LI) 00 N t\ H U l O M r� rl 00 00 Ol Cn O O H ri N N nm M rn rr) M rn It It It d �t 430 STING GRADE 425 420 420 INTERSECTION OF NOUSH COURT (NORTH) & WESLEY CIRCLE SIGHT DISTANCE PROFILE 1 45 � 1 45 HEIGHT OF 410 EY =3•5' 410 /C�,115 LINE OF SIGHT 405 405 HEIGHT OF / STANCE'�8o BJECT=3.5 / 400 \ HEIGHT OF OBJECT=3.5' PROPOSED GRADE 395 395 Ln l0 r-- Ll1 00 m 00 '1 ci O l0 't f\ (n N a> 00 H r" N N 00 n rn N M n N Ln n O O 4- rn O d ri 9) O r� .t �i' L!1 O N .t It l0 d, O N It It �t N 0 m It d- N ri O M -1- It ri m O N It o0 a) m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 425 425 420 / EXISTING GRADE 420 415 / 415 410 410 HEIGHT OF //EYE=3.5' LINE OF SIGHT N� Q\5� PNC 139 405 5 405 si HEIGHT OF OBJ CT=3..5' / GNrDIS��NCF,-- TIC SCOTT R. COLLINS' L� Lic. No. 035791 7� �Als�sIOIVAL z O a Z U w � 0 o U) < H w z H W w 1 w o a � N rl O ti C'M M ®�z M M 1 < N O N W > < W zJ (1) J J % coLL W O 00 c� iLu'*'N/ � 3— U Q U z 0 O M LU � J 1 Q m J ul z W U)O f— O W Jam HT OF O CT=3.5'0 O N w v ~ Lu w O w a u) JOB NO. 182150 SCALE 1 11= 50' SHEET NO. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+5o 1+00 1+5o 2+00 2+5o 3+00 3+50 4+00 LANDSCAPE & TREE CANOPY REQUIREMENTS \ _ / _ o 5 — � TREE CANOPY REQUIRED: 15/o OF 7.402 AC - i.0 AC TREE CANOPY PROVIDED: EXISTING TREE PRESERVATION & STREET TREES TO REMAIN = 0.45 AC r 75 JN PROPOSED LANDSCAPING = 0.76 AC \ / TOTAL TREE CANOPY PROVIDED = 1.21 AC NOTE: 2 UAP 1. STREET TREES PROVIDED o' O.C. AND '-io' FROM PROPOSED UTILITIES. - j \ % ( MATC H LI N E — SEE SHEET 1-3PARKINGLOT &INTERIOR LANDSCAPE REQUIREMENTS: 6 _ n O 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE REQUIRED LANDSCAPING 1/so SPACES = 28 SPACES @a 1 TREE / io SPACES = 3 TREES REQUIRED ! r TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 7 TREES PROVIDED , / MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES, SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OFTHE PLANT. 5 UAP HISTORIC BROOKHILL ��-77 / ` '- (\\ /m 28PAT HOUSE PARCEL /\ / a , � T L; F 3 P i. UAP s r - r, r I POLO GROUNDS ROAD RE -VEGETATION PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY ASL ACER SACCHARUM TEGACY' LEGACY SUGAR MAPLE 2-1/2" cal. 9 JV JUNIPERUS VIRGIN IANA EASTERN REDCEDAR 4-5' ht. 17 MV MAGNOLIA VIRGINIANA SWEET BAY MAGNOLIA 6' ht. 5 LSR LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA AMERICAN SWEETGJIM 2-1/2" cal. 2 PT PINUSTAEDA LOBLOLLY PINE 4-5' ht. 16 X,I� Q/6 ISCOTT R. COLLINS' Lic. No. 035791 7� z ASL, 29 PVR k r /� ^ C I O S �lopco 102 JN PROJECT BOUNDARY (TYP.) o m I - A z LIMITS OF 3 PT NOTE PROPOSED SLOPES STEEPER THAN / 2 ASL GREENWAY (TYP.) •04 ( ��A AIjS�O l�ja� 3:1 SHALL BE PLANTED WITH NATIVE STEEP -' - B SLOPE MIX WITH ANNUAL RYEGRASS BY RO -- �� V �> 0 ti u 0,��,7 ERNST CONSERVATION SEEDS AT A RATE 1 OPEN - sFe -- OF 6o LBS PER ACRE, R i LB PER i,000 SF. SPACE C ° r\l ° � uj o ACRES � ° ,• �� � _ °°� � °� - - 3��GO I a QS - Q RF TC/R� PROPOSED LIMITS 7 OFTREEC RING OS _ � _ , �a � P�� < ENO .a 6 �. LEA 6 JIG0 Oe(/,c PROPOSED TREE i R PROTECTION FENCING GO B 1 m 0�" 3 PT CD 4 ' o i uj ° 6 SR - — — - Q Lu CIS° w , - ° - - _ =L I i • I - w I Lu i 2 LSR -� ,( / / A \ 3 OS , I UAP /IV(3 �, s ASL 0) O I�' �did 7 ��� \ / ��,�, _ _ - - - - L9 w I ti U �/� - .I — z / - - 0 a. ° 2 UAP - UAP a ° , --- M� e ° J a O o O O JN.--------------- 2 I -I------ PT 10) no 1000 I I o) NOTES: 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. n 2 Q ,r l ° S — OUR s; ° jf -�--- --- I -' -- - / - ASL F I a } - • 2 CC -- - m �I CO � \ , / \ rZ cv ° v- ^ I I' E c ---_}- ------I- ----: II 4 ASL - b I a . 01 UAPr 1 QS EXISTING PROPERTY LINE (TYP.) ' m O /° m / EXISTING STREET TREES ,;, �,� ----- --- -- �--� �• II SEE APPROVED BROOHILL Q I'I --- Oil O 5 — d S ROAD PLAN SUB201700117) � "� � � �'� � � � I � 11 � � I hrn / � � � °C° / � ,,�I ° -------- - -- \ ®8 - -190 °° o ° / M1- - F r�' i I —_--I i it I i i • /��, /� /, � °'8�$ j _�� \ � /-- „ — / 1 Q I �I , o / I ------ \ _ % C� \ � ° °° � �8 J _l ° e � I� _ �' // °° LSR \ // 3 8 / ' r I I T 3 M ' I - - ^ y ^ - � d , �- � � ( �,I �O ♦ � - � _ — — - - �--(S) / EXISTING STREAM % T----- - -- -- o NS i58 PVDB 4 UAP 41 Ca PROPOS I I - �s O '� 81G5 STORMWATDER � � - fi 2��� - -- �L - MANAGEMENT FACILITY /� EXISTING STHEAMi + EXISTING 30' -- _ 366 3 MV ! - LANDSCAPING BUFFER r / NOTE: ANY PORTION OF THE o' BUFFER ALONG -- � 3 Or i POLO GROUNDS ROAD THAT IS NOT CORRECTLY JV -- � Coa � __ � � 5 2JV \��_; . -',, 1�'/��/ - , , I WOODED OR THAT IS DISTURBED DURING GRADING + I / FOR THE DEVELOPMENT OR ROADWAY IMPROVEMENTS SHALL BE PLANTED AND zo PT Q EXISTING POLO GROUNDS ROAD 1' `� / SCREENED WITH A MIXTURE OF DECIDUOUS AND �� �^ �\ � / STATE ROUTE 6 —-�'���' \_ O — + 5 MV /\ EVERGREEN SHRUBS AND TRESS TO BE APPROVED EXISTING PUBLIC ROAD - ° ° °° 3o wlDEp BY THE DIRECTOR OF PLANNING. POLO GROUNDS ROAD - 4 ASL ° o Oo VAR. WIDTH PUBLIC R/W �8° 8°° % � - � - / I A , ��8 ° __ ROq� ��O �ROD�D� s LSR VARIABLE WIDTH PUBLIC RIW o EXISTING POLO ER PROPOSED TREE OO i LSR o °° PROTECTION FENCING GROUND ROAD BUFFER �0�8 ° °®8 n toll U-tu) G POLO O v O.3o5 ACRES NOTE: PROPOSED SLOPES STEEPER THAN \ / _ ' o° PROPOSED LIMITS 3:1 SHALL BE PLANTED WITH NATIVE STEEP \ - OF TREE CLEARING O BUFFER SLOPE MIX WITH ANNUAL RYEGRASS BY 6 PT %O °°o° 36 ACRES U ERNST CONSERVATION SEEDS AT A RATE is JV �O ° �°��a° O O 1 _ - - o OF 6o LBS PER ACRE, O B PER 1,00o SF 5 MV - - - ° O O O Q 0� ASL v� - o v GRAPHIC SCALE - °° r ,- OO O O 5 30 o is 30 60 °lo bl iocp O j� oa8 Oo U�D/CARgED g(IUiF FL SR A/DSc9PF � IN FEET EDg 1 inch - ) 30 ft. O ER 0 M O N CY) < N w N m N wQ > LLJ z -j J > U m Q W oo J Lu zQ U O U p w J z m Q W� J ul 1-: vJ W W F— cn p f- O W 0 Jam O N w Lu w w a u) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 12 PLANT SCHEDULE: SYMBOL I BOTANICAL NAME COMMON NAME I SIZE IQUANTITY CANOPY TREES ASL ACER SACCHARUM'LEGACY' LEGACYSUGAR MAPLE 2-1/2" cal. 10 LSR LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA' AMERICAN SWEETGUM 2-1/2" cal. 27 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 8 UAP ULMUS AMERICANA TRINCETON' PRINCETON' ELM 2-1/2" cal. 36 QS IQUERCUS SHUMARDII ISHUMARD OAK 1 2-1/2" cal. 1 19 U N DERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. S CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 8 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 29 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 17 PT PINUS TAEDA LOBLOLLY PINE 4-T ht. 10 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 36 JGO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWUJUNIPER 24"min. 193 JN JASMINUM NUDIFLORUM WINTERJASMINE 24" min. 268 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 70 PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 24" min. 28 PVDB PAN ICUM VIRGATUM'DALLAS BLUES' DALLAS' BLUES SWITCH GRASS 24" min. 158 PVR PAN ICUM VI RGATUM'ROTSTRAHLBUSCH' ROTSTRAHLBUSCH' SWITCH GRASS 24" min. 29 TREE CANOPY CALCULATIONS LATIN NAME QUANITITY CANOPY TOTAL ACER SACCHARUM'LEGACY' 10 195 1950 CERCIS CANADENSIS 2 124 248 CORNUS FLORIDA'APPALACHIAN SPRING' 8 124 992 JUNIPERUS VIRGINIANA 23 16 368 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' 27 206 5562 MAGNOLIA VIRGINIANA 17 113 1921 NYSSA SYLVATICA 8 123 984 P I N US TA EDA 14 207 2898 Q UERCUS SHUMARDII 19 329 6251 ULMUS AMERICANA TRINCETON' 1 30 1 397 1 11910 \ d ° DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"X2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS —I I r FOR ADDITIONAL INFORMATION. �\L� 3 INS\ i C; _ A F v �..� //A ' r i f / 434 / r.- s i` G 7 \2 F Q / ti r r. TOTAL: 33084 ; LANDSCAPING CALCS: BLOCK 8B 14.432 AC GREENWAY - 4.04 AC 4 EXISTING ARCHER AVENUE & 3q mm 1 UA POLO GROUNDS ROAD R/W NOT INCLUDED �' �� ,, • ���,�,� OPEN SPACE WEST OF STELLA DRIVE -1.5 AC r 38 JGO O - i BUFFERS WEST OF ARCHER AVENUE 1.49 AC ; j ,, \ , 4/ " O TOTAL: 7.402 AC TOTAL AREA F DEVELOPMENT FOR LANDSCAPECALCULATIONS:2 A \� O O O O SC 7 4o C � ,� / ,J / ,w "4 r DEVELOPMENT AREA & DENSITY =110 UNITS/7.402 ACRES =14.9 DUA i REQUIRED LANDSCAPING: 1 % OF 7.402 AC = 1,11 AC EXISTING STREET TREE CANOPY: 27 TREES 475 SF = 12,825 SF = 0.29 AC 5 LSR , i � EXISTING TREE CANOPY TO REMAIN: 6,972 SF = o.16 AC PROPOSED LANDSCAPING: 33,o84 SF = 0.76 AC TOTAL: 1.21 AC \ \� ��OQ y NOTE: A 2o' BROOKHILL HISTORIC HOUSEIV C9 o<;QD BUFFER SHALL BE PROVIDED ALONG THE BROOKHILL HISTORIC HOUSE LOT. THE 20 / J \ BUFFER SHALL BE EXISTING UNDISTURBED / BUFFER. a b i PROPOSED LIMITS OF TREE CLEARING 2 UAP5 EXISTING BROOKHILL HOUSE JPROPOSED TREE � � r� � �� _ lip / F PROTECTION FENCING jr, i � S d° I d / r o OID r_ 75JN MATCHLINE - SEE SHEET 12 2 UAP ` m - ® / S UXP % HISTORIC BROOKHILL f UAP !' �co W Ii EN 28 PAT HOUSE PARCEL 4 3 �6 PT s ; O \ J 2 ASL PVR 5JV sot JN PROJECT BOUNDARY (TYP.) JGO 2 LSR 2 ASL 3 PT I I \ a yI �� y R/c F eRO s\\ IF AMENDED SOIL MIX \ V"� COMPACTED SUBGRADE \; 6 UAP Tree Planting and Staking Detail �\ S 3 LR ' I Not To Scale \ Lands cape e Notes p - --- \ CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE I V 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 \ I �\ TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE \ \ ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN \\ -1 ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL I_ BE REPLACED IN ORIGINAL LOCATION ONCE WORK , K HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE QE EXISTING TREES UNLESS APPROVED BY 5 JV TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE 3 UAP OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS NOTE: PROPOSED SLOPES STEEPER THAN - WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE 3:1 SHALL BE PLANTED WITH NATIVE STEEP _ GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR SLOPE MIX WITH ANNUAL RYEGRASS BY TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND ERNST CONSERVATION SEEDS AT A RATE TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN OF 6o LBS PER ACRE, OR 1 LB PER i,000 SF. DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE EXISTING LIMITS OF MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). WOODED TREELINE CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OE ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE—SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. NOTES: 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY, REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. GRAPHIC SCALE 30 o is 30 6o ( IN FEET ) I inch 30 ft. NOTE: PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS PER ACRE, OR 1 LB PER 1,000 SF. 1992 3.38 FENCING AND ARMORING ORIP LINE SNOW FENCE ;, ... 1' I t l i', i I •'' i ril�i�� t 1 i I � II � 1 I tlr r� Ilrl I I r u I 1 i I l l 1 l f .I I.a II II r II I� I I it �I dim BOARD FENCE_/ CORRECT00 P�ASTIC FENCE "O -i ham-110^ r 00 CORRECT ARMORING TRIANGULAR00 so :•A'1 FENCE - Source: Va. DSWC III - 4001 Plate 3.38-2 TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"X2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"X2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale Conservation Plan Notes: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. County "f A lbrm arle C'onst rvation Plan Checklist— To be placed on Landscape Plans (handbook, pp III-284-111-297 for complete specifications) Kim tr © Trees to be saved; ® Limits of olearing (outside dripline of trees to be saved); Location and type of protective fencing ® Grade changes requiring tree wells or walls; FCl Proposed trenching or tunneling beyond the limits of clearing. 2, Markings- ® All trees to be saved shall be mashed with print or ribbon at a height clearly visible to equipment operators. El No guiding shall begin until the tree mnrking has been mspeoted and approved by a County lnspecor. J. Pre- Construction Conference: ZI Tree preservation and protection nnewures shall be reviewed with the contractor on site. 4. E atent O eration and Storage: Ileavy equipment, vehicular traffic and storage ofconskrucLion mateials including soil shall not be permitter) within the dnplines of trees to be saved, dStornS. oroson an malerDlent Dc. : 23 Such devices sulloof tdterselya[Fect trees In be sav l . 6, Fires: fl Firm are not permitted within 100 feet of the dripline of (rem lobe saved- 7. Tonic Matcrialr. ILI Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. * ProteetWe Fencine: 'l'rcas to b Y - AU t of d r c -v be tc d d h. • ' in . �C7 c retained w thin f� a propose. building o grading a h ity shall pro c c y uric g Z) Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. * 'Tree W ells - El When the ground level must be raised within the dripline of a tree to be saved, a tree well Shall be provided and a construction detail submitted for approval - ill. Tree W allx: ® Whet the ground level must be lowertxi within the dripline a tree to be saved, a tree wail shall be provided; and a cottatruction detail submitted for approval- 11. Tretrehing and Tunndlne: ZI When trenching us required within the limits of clearing, it dial] be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be oonsidered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 1.2. Cleanup: El Ptote ive fencing shall be the last items removed during the flnal cleanup. 13. Dana 'frees: ® D waged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE' IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 2/1/19 NFII SIGNA'IVRE (DATE) CONTRAC F PURCHASER 1RCHASER SIGNATURE (DATE) Vlfa6 Page 1 of 1 TH �s'COTT R. COLLINS' LD Lic. No. 035791 7� �Als�sIOIVAL E�G� z O Q Ln co Z UJ =) o to 0 < In ~� z w 1■�1 W W 1 C') r ti Cl? M (y) < N ®�z l J N WC� N W > W J U Q wJ 00 I..L 0 � z � Q U = Q 0 O U W 1 J Q W� J Ul F-: U) —� '-' W Z wN V) O I— O W 0— Jam V 0 O N W LU w w a V) JOB NO. 182150 SCALE 1 11=30' SHEET NO. 13 BUFFER - 0.953 ACRES , LANDSCAPING CALCS: BLOCK 8B 1 2 AC 4 43 GREENWAY - 4.04 AC EXISTING STELLA DRIVE & SCOTT R. COLLINS POLO GROUNDS ROAD R/W NOT INCLUDED ` Lie. No. 035791 OPEN SPACE WEST OF ARCHER AVENUE -1.5o AC BUFFERS WEST OF ARCHER AVENUE -1.49 AC i �sSIONAL ArTOTAL: / EXISTING PROPERTY 7.402 AC LINE -SUBDIVISION / NOTE: SEE LIVING FACILITY 6 BROOKHILL TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 02 AC SENIOR uvING FACILITY FOR PARCEL LINE BETWEEN 7.4 / LANDSCAPING PLAN / VEGETATIVE BLOCK 8A & BLOCK 8B DEVELOPMENT AREA & DENSITY =110 UNITS/7.402 ACRES =14.9 DUA ,BUFFER REPLANTING PLAN WITHIN 5 REQUIRED LANDSCAPING: 1% OF 7.4o2 AC =1.11 ACTH�S AREA OF B�OCK�86. EXISTING STREET TREE CANOPY: 27 TREES * 475 SF = 12,825 SF = 0.29 AC EXISTING TREE CANOPY TO REMAIN: 6,972 SF = o.16 AC > PROPOSED LANDSCAPING: 33,084 SF = 0.76 AC TOTAL: 1.21 AC 'EXISTING ROUTE 29 r BUFFER ON BLOCK 8A- / 1.64ACRE5 , /" -- / i O 2 � � Q / Ln co u IV ui / �� �■■� > BLOCK 8A / / Off/'/ � / / / � / � � � � I� � � -, _ / � 1■■1 �'��� / / ! ♦� SWM FACILITY �� ;'� /� / p� WP0201 -000 � �- � ::: / �� yj / / ♦ % 7 37 s :� / p // / / // / � //�� �♦ �i :`�� / SUAP PROPOSED BLOCK 8A w o /� i N _' / / / / / ♦ \ GREENWAY =0.54 ACRES // w i a i Q .i UAP I s w o N / ♦ / ' ♦ I cu ° ;� / / / / / / / ♦♦ �� BLOCK 8A �a� \ /I `\ \ / � Fs / / // / / % ♦ v OPEN SPACE 1 Fy I/ \ 1.8o ACRES KAPPROVED FEMA�� �, ♦ A ioo YR FLOODPLAIN I� I / r' 2 LSR / / / / / / / / / ♦ / \ PROPOSED PROPERTY II I I LIMITS OF I / f ,z� I I L9 LINE -SUBDIVISION I� GREENWAY(TYP.) ASL � I !� „ co - PARCEL LINE BETWEEN I I �, BLOCK 8A &BLOCK 8B SPACE C- I % 1 I OPEN _ II j j I 0.79ACRE5 '� �I � �� '--_-- ���� � 1 _ T nl M / ♦ �� �� I I / II �r� �I zz--��� _� I d' FF / I I / -� I _- LIMITS OF SUNNY DAY BREACH / / - LV I3 / ;_ / / / /- '. � ® � O ♦ INUNDATION ZONE 3 EXISTING ROUTE 2 \ `- - m i-- / 5 C I /�BUFFER ON BLOCK 8B / 0.954 ACRES / / / W _ N i / / / / / , / / o o♦ // -� �/ - /01 a _ _I Q / / / / V ♦ PROPOSED / Z _ / , / / / �/ / / // \ �♦ OPEN SPACE B= �3 I �� --- CIO 0.07 ACRES / w � ----- LLJ 81G (0 I \ // / - —jA r r kz LSR 00 UACL / / / / / / / / V ♦ O o e V /✓ 1 U- / / vtee • // Q ♦ / PROPOSED GREENWAY TM P 046o0 00 00 019A2 EASEMENT - 4.04 ACRES • / _ ! `------- -- / v v �� v ���� / �� U L9 —j O / Q I °. �, / , CROCKETT CORPORATION \� I N - _---__ --I II - _I D.B. SiSo, PG. 40 �� o V �� o o I �. " --- zQs ° o / �I � AREA: 10.61 ACRES \ � O / / � I ---- ------------- -� 2 q o i /' ``� QI f ------ -- - - " U Q O I i0 z --- II _ \ • O 1\ \ © 0 I y �IQ0 j rNH- D7o 0 �00 a o ------------- - --- - \\ ! PROPOSED OPEN SPACE A C) v BLOCK 8B Q / I i v o.64 ACRES O Q I- i I _--1 Mui -- , 00 O I 0 0 0 / Q m ----- I J ul o 0 0 (0--- ,�-------- 0 EXISTING STREET TREES 0': c"------------------- o SEE APPROVED BROOHILL-� ii �� m W � , _ , \ l\ � � / � EXISTING ' �ii----,----,' o / WETLANDS / LA ( U 20 7 7) _ N ®.� C3i ---- ,. ', // ROAD PLAN S B i ooii I r �'��; I I mow/ o ,� = 1 - - • o / r---- - --- --- -- --- O _ -- 00 • , , ` » . �. - -- �� -- 00 o - -- - - LSR _ �` - .:. '__- - � / � OO � ♦ `' _ III � _ - LL / / P� f \\ cat -„ __. � _ , , r 1 - -- - i t 7 ♦ ----/- - \' --/'' ---_ � — — ;'� / i �� NS- -- _ 1 N - _ - - --- — w H 0 0 w OO O O-- - ___—_= — --_= o STATE _ t 0 � ROUTE6ioPT' w � � � O Q - p w EXISTING POLOGROUNDS ROAD 6 � OO ---- -- EXISTING PUBLIC ROAD 4 ASL JOB NO. 182150 0 g PHIC SCALE �� `` 0 0 rc ® O � ___ I I L 0 @ VAR. WIDTH PUBLIC R/W STING LO 00 / 40 o 20 40 eo O o0 GROUND RIOAD BUFOFER i. LSR NOTE: PROPOSED SLOPES STEEPER THAN / SCALE c) 0.3o5 ACRES i 0 1 EXISTING POLO v 0 00 3a SHALL BE PLANTED WITH NATIVE STEEP 1 ►►_40 IN FEET GROUND ROAD o. 36 ACRES Q- O SLOPE MIX WITH ANNUAL RYEGRASS BY © ERNST CONSERVATION SEEDS AT A RATE o OO OF 6o LBS PER ACRE, OR i. LB PER i,000 SF. SHEET NO. 1 inch = 40 ft. - - ©14 � 10, c, Y / _ TH Op p SCOTT R_ COLLINS'Z Lic- No. 035791111:1 TONAL E y, z O / / / / , / ,; ' _ �_-; • � � mow` � vv �. U l /X \ > Lu / y _ / LV ----------------------------------- / // /------------------------ -- f /--------------- t �`Z - _ / ov10 a/q� GJ/ ter` HISTORIC I ��./_ BROOKHILL / / / // �♦ , ��._L-. — �,, / HOUSE // // / / / � ♦ � � 1 - _®- PARCEL i / / / / / / / i � � 1 -�— i • : � FYI. l _ CROS SS - �rlON z j; / / / / ♦ / ® ♦ //� m p 00/ o0 �'CE x I rt w 70 / / // // / / / / / / ♦ I / I Lu /V/Tg#s CRASS SECTI / ,,� {'-------- tl `, �Z ♦ °� �® � I -- COURTYARD------------- ♦ oo - ® ------------ �� ® ®� o <v I . ° I ' o © — s -- S � a i a F J p I 1 II / o o�oQ °oo - 4 / �'�I ! — -v �' MANAGEMENT � ° \\ __ - i o d� „ i FACILITY - -- -- -- EXISTING POLO -- - GROUNDS ROAD =- __ o / I GRAPHIC SCALD o - \ 6o 0 30 5o 120 -0 \ o •' ( IN FEET ) r I inch = 00 ft. o 1.4 Q o o N ti M Lu N d' a i N W4� N M J W J 1 Z- ji CC ji oLu i Nv000 G ~ z O Q U u = w U 0 U) w � J W W () ul j z� cn p �-- O J WN L.I. JQm (D 0 C) N W L I- r F- rW W W d u) JOB NO. 182150 SCALE 1 "=60' SHEET NO. 15 -, - -- _ 450 - 440 PROPOSED GRADE 430 420 ! 410 400 SWm BUILDING 1 BUILDING 3 — _ _ _ — — — POND -- — — ' 3H0 - - - -(GAR�93.33) (G - - _ -370 —414w--- __-- -AREA- --''"`- --- EXISTING GRADE - -r-` -- —S _ — — — — _ , _ — -- ,. - — _ _ - ---- Ln O 00 r" m ^ L!) r�ryl m ci C7 00 m O O 00 00 m O O 00 00 rn O O 00 00 m O O 00 00 M N ci I� 00 M M 6) N M 00 00 06 Ln m Lr) l,D Ln M .t Ln t10 M N ld 00 l0 M O Dl A lD M O O N l0 M 41 rl 1'� m ri rl 01 n r) m M 00 M O O 06 1.0 m O a) l� lD m 'D rl O l� M M l0 Ln 00 O 00 r\ M M Q) O O O N 6N a) lD m M CO O O Ql O 0) 1, m m r\ r� r� Ol N l6 CA .m M M Q) Ql rl ^ Q) ll m m lD 00 n l� lD 00 n M M M � m 00 M 't N DO N r, 00 m m M ci Ln r- M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+5o CROSS SECTION #1 PROFILE 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 450 - 450 440 ___ _ - 440 420 - I EXISTING WOODED EXISTING WOODED PROPOSED GRADE 420 410 - - - AREA AREA 410 Opp 25 - _ - - - - 400 - --- ---- -- 390 r — — — — — — — — — — — — — — — EXISTING GRADE 25' — — HT. _ — � BUILDING 1 �UUXWG 3 - — — — — — 390 380 _ _ _ HT. — — — — — — — — _ — — — — — — AGAR=396.67) (GAR=396.00) BUILDING 6 380 _ _ _ — �� — 370 360 _ —__—-- -- --- ----- (GAR=384.00) 360 O It O Ln rl It N O lD N (n rl l� H 00 N M Ln l0 N N M 00 Ln It 00 O l0 Ln n O C� M N M 0l CJl l,0 M rl OR O rl O 00 l4 M 00 rl�- N lD fl1 00 N M W M Ln 00 ^ M N o0 lD O Ln Ln 00 rl r- rl rl N O 00 00 Ol rl H M N Ln '- Ln rl Ln lD N r- N rl ci lD lD 00 �' Ln m l0 O 00 00 00 00 I� l0 lD lD n n 00 00 00 lD lD r- 00 co n r- n of (M 00 O) lT Ol a) m 01 Ol 00 00 00 00 00 00 n CJ) M m M M fn M M m M M m M M M M M M m m M M M M M M M M M M M M M m M m m M m M m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+5o 19+00 1g+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 CROSS SECTION #z PROFILE 470 EXISTING WOODED ________ 470 460 AREA ---------------- - - - - 460 450 - ---------------` 450 440 _ __ ____"-- - - - - - 440 ___ 430-------- 25 EXISTING GRADE 4 HT_ - - EXISTING WOODED - 30 PROPOSED GRADE 420 10-------------------- - AREA L{ 10 -- -- - — --_— --- --- 4r7 — -- -- - 25 - _— — — — — -- — 400 390 _ ---__ BUI-LDiNG 2 ---- 390 38p - - — a— �— — — — - - — — — - -- - AR 400 ) G = .50 -- 3H0 3 70 - - — BUILDING 6 (GAR=384.00) \ J 7 30 rl Lr, Ln O lD Ln l0 I� H O m N Ln M Q1 00 Lr'i rl) CJ) rrl Lr) lD rn a) It O m 0o M O I" a) O 0) rl M r-1 �t 0 00 Ln O O (3) l0 00 I 00 N LD m 00 ri 00 0) 110 %.0 N O ri N O O It a) l0 a> rn 6 O 6 o 06 a) Ln O ri rl o 06 a) Ln rn 00 a)O r�) l6 00 o6 r� O co l� 61 r, 00 00 Ln 00 .t 00 l�, co 06 L.6 a) rn 6 l� o a)0 6 o 06 Ln a) O 1+ 4 rn o r;) M 0) m 6 l6 m o0 r� 00 00 ry) rl 00 00 ri 6 00 co It It M It -It 't M M M It r+" 1 M m M M �,-) M m rv) m M -t m 't It M It m 't m m m M M M rn r 11 M rym 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o CROSS SECTION #3 PROFILE 19+00 19+50 20+00 20+50 21+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 1.0 ( IN FEET ) 1 inch — 5 ft. 21+50 22+00 22+50 23+00 23+50 24+00 HORIZONTAL GRAPHIC SCALE 20 50 0 25 50 100 ( IN FEET ) 1 inch = 50 1t. 200 �TH 0V SCOTT R- COLLINS'Z L? Lic. No. 035791,1, ION�1L E� 1.4 Q o o N coLu M N z lit Q I N O w N w LLI Z — Lu U � Lu LL Lu�'00 O O J N*1000 z Q U o U 0 u Lu w ' V 1 , ) Lu LU ~ j u) ul � J zW Lu �O J�O ui J '< co 0 0 0 N W U ~ ui w O W Q� _ a U) JOB NO. 182150 SCALE 1 "=60' SHEET NO. 16