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HomeMy WebLinkAboutSUB202100066 Plat - Approved 2022-08-10BROOKHILL BLOCKS 12 & 13 GENERAL NOTES OWNERS. TMPo4600-oo-oo-o29B8 CROCKETT CORPORATION CHARLOTH & HELE, V INITIAL SITE PLAN PRELIMINARY SUBDIVISION PLAT 435 PARK ST CHARLOTTESVILLE, VA zzgol DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE,VA 22903 APPROVED ENGINEER: COLLINS ENGINEERING 2oo GARRETT ST, SUITE K by the Albemarle County RIVANNA MAGISTERIAL DISTRICT CHARLOTTESVILLE, VA zzgoz TAX MAP: o4600-00-oo-oz9B8 DateCommunity Development Department ALBEMARLE COUNTY, VIRGINIA D.B.5346, PG. 256 August 10, 2022 u9.69 ACRES �j ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMAzo18o0012WITH PROFFERS - File # SUB202100066 & SDP202100031 APPROVED BYTHE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA2o2500007ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. Application Type Preliminary Plat &Initial Site Plan ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND Cameron Lan Ille PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING Lead Reviewer. g- DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP202500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 2oz6 BY BOS WITH CONDITIONS. 9, ✓ I r , 3 NOTE: VARIATION # IS BEING PROCESSED WITH THIS INITIAL SITE PLAN TO INCREASE THE CC I MAXIMUM ALLOWABLE UNITS WITHIN BLOCK 12 AND BLOCK 1 TO BE CONSISTENT WITH r _ _ , I I I y C ` - , �• ' THE ALLOWABLE DENSITY WITHIN THESE 2BLOCKS(2UNITS/ACRE-6 UNITS/ACRE) ! --'-�--- -- - `�L -�- ----y ,(' - TOTAL PROJECT AREA: o4600-00-oo-o1g68-11g.6gAC. (PORTION OF) ♦ r BLOCK I2-9.28AC ♦ ---- ----- - ------ -- --- - -------------\ BLOCKI3-12.g2AC - -- - .- V--------- �- � OPEN I�- ----------._�._ TOTAL - 22.2o AC - A♦ c� r OPEN ' _ - ' / - f \` �\ for for ,.F7L-.T �oT �,OT �oT , i`SPACE' LOT ror SPACEPROPOSED USE: 96 TOTAL DWELLING UNITS I \ \ r b' I s, °T scs��39 SINGLE-FAMILY DETACHED UNITS \\ F _ i OPENa wr or 6 7 42 SINGLE-FAMILY ATTACHED UNITS ".n - SPACE 15TOWNHOUSE UNITS ( I ( \ - - w BLOCK 13 or v'' --'__- _ _ �------- BELFORDDR _. � ALLOWABLE DENSITY: BLOCK12: 2 UNITS (MIN.) TO 6 UNITS (MAX.) PER ACRE II ..\',y� _ I(,T -- ------ _ ----- - -- NOTE: VARIATION #3ISB ING ROCESSEDWITH THIBLOCK 13: 2 UNITS (MIN.) TO 6 UNITS (MAX.) PER SINITIAL SITE PLANTO I .:�. la INCREASE THE MAXIMUM ALLOWABLE UNITS WITHIN BLOCK 12 AND BLOCK 23 I ; .��� .� �/" /0LjT- _- ,ELM LOT 99 Lor 4,TO BE CONSISTENT WITH THE ALLOWABLE DENSITY WITHIN THESE z BLOCKS (z , 1♦I 66 I°T ror - L_ ro 8T %`, for w �s a3 �f I UNITS/ACRE -6UNI75/ACRE) OPEN ror \/ `s - '• '> ror rf ROPOSED GREENWAY \ ��• -. __- _ ' , , SPACE I P .,� �� \ _ 1 _-� Q I'i. 3' �f I \�♦J_�_\`�PROPOSED DENSITY: BLOCK22: 27UNIT5 1 Z �F- sr BLOCK 23:69UNITS ' ror ror F- OPENlL ror \ REQUIRED SPACE: B12 ` ' OT t=/1 SPACE j or 1 B�3 \ r EXTENSION OF ARCHER AVENUE TO AS �♦ �- s EO\SONS TOTAL BLOCK 12& 13 GREEN SPACE REQUIRED: 7.6 ACRES '•, \�`` \ roT 1 \\ - - - ror \ \ BOULEVARD TO BE COMPLETED (UNDER A OPEN SPACE PROVIDED: /SEPARATE SET OF PLANS) IN ACCORDANCE--- B1z ! -♦ WITH THE APPROVED BROOKHILL PROFFERS. _ _ \ ✓' -\' - - y 90�-' I \ 3 ♦♦ . \ LOT 81 TOTAL BLOCK 12 & 13 GREEN SPACE PROVIDED: 8.3 ACRES ♦� \ `` BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. `♦\` PROPOSED GREENWAY \\ C LOT MAXIMUM - 3 STORIES / 4o FEET � \ T LOi x, � - 107 SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5 TO BLOCK 29 '--�� \\ ✓ L°T �„• ,� -r Lor' 1 ' FRONT SETBACK: B' MIN. & 25' MAX. - _ - I SIDE SETBACK: MIN & NO MAX. I - 1L,o'r/�V P \ �I _ •• PORCH SETBACK: 5' MIN & 25' MAX• I I I \\ - ij / E REAR SETBACK: 1o' MIN. & NO MAX. W <I \ �♦ Lor C� ' for LO SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. � T 1 ' p � I - ,- � � ror _ q GARAGE SETBACKS: 28' MIN. Z -` f _ -_ \ �I \ Q OQO6 QJg ror \ �, m \ CS BLOC C \ SUBDIVISION STREETS: CURB &GUTTER < d 't \\ \ \ OPEN 1 K 12 WATERSHED: SOUTH FORK RIVANNA RIVER - = LIJ Z a SPACE 1 - GR\FF\rl ra, AGRICULTURAL/FORESTALDISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND {I,I t` F \`� `\ OLOT 1 ROPOSED GREENWAY BELL LAND SURVEYS N SURVEYING Y 2oiING BOUNDARY INFORMATION WAS ;, 4 ` . _ �<O \ \ - _ I or 7,r _ I \ 1\ COMPILED BY LINCOLN SURVEYING ON MARCH 7, zo15. FIELD VERIFIED BY , COLLINS ENGINEERING IN NOVEMBER OF 2019. DATUM: NAVD1988 v�r ♦ _ CCC � v r20 ' V EXISTING VEGETATION: MOSTLYWOODED. \ r ,.._" is \ PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE ""�- \ \.* ,`, _ \ PROPOSED GREENWAY - OPEN-' \\ LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. - E + /j SPACE j LIGHTING: NO LIGHTING IS PROPOSED. ror \ I PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (1) PHASE OR A TOTAL OF - - I , (2) SEPARATE PHASES. ,'•�� ; \ \ \ r9T \I - I r RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS �/ -�''� PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING �\ �, / - / �' �! \ `� \ - LOT �`\ Q \\ UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED \ / ._ % :l FAO ��♦♦ 111I \ ROADWAYS. '.,` .� �/ / .2/ Rq \`\ ♦ �,, 1 :, 0 \♦ BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE \ - `-- - _ / c� \ ` \ �� LOT REQUIREMENTS OF SECTION 4.2.1OFTHE ALBEMARLE COUNTY ZONING \ _��� ���_ ` ♦ � ORDINANCE. •.` �.�\ •\ - - �._ ♦♦ \ BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) ♦ ` ♦ \ BLOCKAREAS. ' '�� ` \ OPEN ` O '�� ` SPACE �\ \ FLOODPLAIN: THERE ISAFLOODPLAIN LOCATED ON THIS SITE. FEMAMAPID51003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE _ - \ ♦♦ ` EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL �- - ��♦ - ' - _ _ \ I DAM LOCATED UPSTREAM OF THE PROPERTY. -.---_ -_--- ---- .-_.-- - --- ♦� \ \\`` I ,.- LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ♦� \ ` . �� 0 \♦ k r ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET - ♦♦ _ _ _ _ _ , \ ®Z "� - \ \ / TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE -- ♦��� �'�` \ p��- _�_ � \7 CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o .z ACRES 1.o ACRES o.o ACRES .x ACRES 0 1. ACRES 1.1 ACRES o. ACRES 14ACRES CIVIC PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o z.8 ACRES 1. ACRES o.o ACRES .z ACRES 0 1.z ACRES 1.8 ACRES 1a ACRES y.1 ACRES STREET TREES EVERY So'ALONG THE ROADWAYS. LAND AREAS: BLOCK22 BLOCK23 TOTAL OPEN SPACE: 2.4o AC 1.8o AC 3.2o AC (24.4%) LOTS: 3.17 AC 5.8o AC 8.97 ACRES (40.4%) ROW DEDICATION: 1.86 AC 2.98 AC 4.84 ACRES (22.8%) PROPOSED IMPERVIOUS AREAS: ROADS: 227,925 SFI SIDEWALKS: 37,340 SF BUILDINGS, PATIOS/DECKS: 167,620 SF DRIVEWAYS: 47,570 SF TOTAL IMPERVIOUS AREAS: 38o,445 SF (8.73 ACRES) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. �- TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. - UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET 1A. TOTAL PROPOSED UNITS:96 TOTAL PROPOSED AFFORDABLE UNITS: 14 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. SHEET LAYOUT SCALE: 1" = 100' PO/O GROUN�J VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS iB PROFFERS a OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY PLAN 9 UTILITY PLAN 10 UTILITY PLAN 11 GRADING & DRAINAGE PLAN 22 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS 15 NOTES & DETAILS 16 STORMWATER MANAGEMENT PLAN 17 LANDSCAPING PLAN 18 LANDSCAPING PLAN 20 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETA77VE/LANDSCAPE BUFFER ------------ GREENWAY BUFFER -- - PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK v VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING EXIS77NG CONTOUR too PROPOSED CONTOUR 506.77 TC 506. 21 EP PROPOSED SPOT ELEVA77ON 7BC DENOTES TOP/BACK OF CURB T/B DEN07ES TOP OF BOX 506.71 TW 506. 21 BW PROPOSED SPOT ELEVA77ON 7W DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS °- CONCRETE IPROPOSED PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE O O 0 O 100 )R. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. CD'LLINSZ Lie. No. 035791,a po 4/5/21 z O a Z W co 00< O C '"♦ UI G Z w W ce •, W N 0 N oLn v Q 0 0' z 1� O z HI C� (n C') I --I N Ch Q m N ZD U) CD W °' N F-- N J W w r W o� z J J z LU ~ LL.I L7_ W z_j O U Q U WI Y F- LLI �z-e I Ul W M W r-I LLI 06 Z LLI N U7 W O C( ___I J<m O O I--{ N = O w U O F- U F 0 w w d V) JOB NO. 182150 SCALE IIt =100' SHEET NO. 1 Original Proffers Amendment _X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2, 04600-00-00-019Bi, 04600-00-00-019113, and 04600-00-00-019114 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELiZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH & E. J. OGLESBY JIL, TRUSTEES; CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a ViRGiNIA CORPORATION; CRAFPON CORPORATION, a VIRGiNIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHiLL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as 'Brookhill"(the "Project'), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan'), and a Code of Development entitled the 'Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and ram 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 rovements ( P ) Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars 5 447.57 other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a vane of housing s including but not limited to for sale units rental units 1 B variety 8 types, 8 accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s)shall be available for sale. This notice shall not be given more than nine 90 days prior B ninety ( ) 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 q P B tY ( ) Y P to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (1 `I) 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 (50i6) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the eP Y B . ( B ) salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50s) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection'. The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase i roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3 /o . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Y B Y HousingUnits during the Affordable Term shall contain language recitin that such unit is SB subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J P B Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY B 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 Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. in lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (i000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Mana eg ment. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December i in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply I have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P 9 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, Y collectivel referred to as the "In -kind Contribution'). The In -Kind Contribution amount shall be $28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the hi -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 61 issuance of the first I CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( ) B J by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph IC (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. 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 (1 st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network is shown on the Application Plan; however exact trail locations shall be determined by the Owner based on site conditions and in coordination with the County. Installation of the Trail Network shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eli 'bg ilitv_. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 ��O1 SCOTT R. LINS'Z Lic. No. 035791,2. po 4/5/21 `� LSlnnret. EC' z O VI U Z co w co o In O z J o a U t: > z \H uui li 0 ti C`7 Z M Cf7 N M N O W °' N N W> L L1 ZJ J - 00 LU O J Q U WI Y L1J W - LU L L1 (n J~ W JQ 0 0 CD CD N A Q J IZ z O r-i r-t 0 m J LU Cl- C6 z Q J LU Ln J Q H z H lY LLI LL. LL O 1Y lZ M r-I 66 r-I Ln O J m J J H O w O J bLu ~ w � � x n to JOB NO 182150 SCALE N/A SHEET NO. IA f \. PROPOSED PEDlSTR)\ CROSSWALK EXISTNGTREEAREA I C TAAR. RkTEcc CT ONTO /I 6 • /,e lliieo A _ O 9 t0 a 0 41 PHASE III a HASEI IMPROVEIVPHASE 11 ROADWAY IMPROVEMENTS rr5,� PHASE I ROADWAY IMPROVEMENTS i PHASE IV INTERSECTION IMPROVEMENTS I % OA f It \-4 , IS O 2 NWCRaIaRx: RON A% '15, R9 PHASE 1 INTERSECTION PHASE IV R ADWAY IMPROVEMENTS IMPROVEMENTS GUR BROOKHILL TRA C PHASING PLAN 4 Sy�00n I I �- I �! - _,�pr1 _ r \\\v p j 'ROP05rA VWTROIITi �\ �\� ?i MENR- 0 AiRO ROpO l�-K SEDS 0 \ CDNNEETOR AO� a a _.. • CONSTRUCTMNEWWESTBOUND LEFT -TURN LANEON POLO GROUNDS ROAD WITH 375-OF STORAGE • EXTINOWE5TROUNDRIGHT-TURN LANE ON POLO GROUNDS ROAD FROMSa'OFSTORAGET( RW'OF STORAGE • CONVERTRIOMILLSR OA RIGHT IN /RIGHT -OUT OPERATION. INTERSECTION: • CONSTRUCTASOUTHBOUND ROADWAY PROVIDING OVq NG W LEFT -TURN AND (n RIGHT -TURN LANE • CONSTLEFT-TURN GRO NRN LANE ON PI zp GROUNDS ROAD WRH sSa FEET OF STORAGE INTERSECTION 3 • CONSTRUCTA RIGHT4N I RIGHT-W ROADWAY ENTRANCE To ROUTE aS • CONSTRUCT NORTHBOUND WITH W GH TURN LANE ON US a8 WITH i•R' OF STORAGE. PHASE N INTERSECTION IMPROVEMENTS INTERSECTION - 4 • OYTO PROVIDE ROADWAY TOPRO VIDEWLEFT TURN LANE PAINTED RIGHTJURN LANE • PROVIDEESTBO ND LEFT -T PROVIDE ASAW WESTBOUND SODUr-NRN LANE ONA OF WITH Too' OF STORAGE. • PE EASTBOUND ASHWOOD POULE BOULEVARD APPROACH TO PROMD (s) RIGHT -TURN LANE PHASE IV INTERSECTION MPROVEMENTj_ NTERSECTION 5 • CON57RUCTSOUTHBOUND ROADWAY TO PROVIDEO LEFT. TURN LANE AND (e RIGHT -TURN LANE • CONSTRUCTAN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ROADWAY WRH s5o' OF STORAGE WITNESS the following signature: OWNERS of Tax Map Parcel 04600-00-001 By: e yyI A / X CHARLES R. HAUGH By: a 0 _ ns t'Z• n (a.�oo/, y �" 11 IZABETH ANN OGL BY GH Date: i'Acx..Ci $• ZO/% O W NERS of Tax Map Parcel 04600-00-00-01800: CHARLES R. HAUGH, TI USTTE By: / _ DOUGLASB. OOCI BY, TRUSTEE JB. Date: — w — I g OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q. m. 71� nt - f� P Ann O. Haugh, Its President Dec: ?ft 8% 2oie 9 Page 9 of 10 NOTE POLO GROUNDS ROADWAY AND SHOWN IN THIS EXHIBIT 6 FOR ILLUSTRA FINAL DESIGN AND LANE CONRGURAnO ROADWAY IMPROVEMENTS WILL BE IN APPROVED TRAFFIC IMPACT ANALYSIS A �- - CONSTRUCTION PLANS FOR THE ROADW 0 PROPOSED SALAMANDER CROSSING (3 TOTAL) tat a' INVERTED RETAINING 1 �...,,; r .f I � � -' � � - _ �_. WALLtjND CULVERT "�..r-".=^'i. FIEAD WALL SYSTEM SALAMANDER TUNNEL WRH THE 'ROVED III FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT AM - • • r i�ii r- OWNER of Tax Map Parcel 04600-00-OMIBBO: HORNE LAND CORPORATION, a Virginia corporation By: C•UAh.51_-J'"{' /-�1)2.0.L�'+i Ann O. Haugh, Its President v Dare:.. - ?!Ift 8�-'i,oY 9 - OWNER of Tax Map Parcel 04600400.00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President �— Dale: ao / 9 Page 10 of I I ORDINANCE NO. 19-A 9 O ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-OISAO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2 046110-00-00-019B1 04600-00-00-01963 AND 04600-00-011 1964 WHEREAS the application to amend the roffers that were approved with ZMA 2015-00007 for Tax PP p PP Parcels 04600-00-00-018A0, 04600-00-00-01600, 04600-00-00-019A 1, 04600-00-00-019A2, 04600-00-00-019B I, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, Bronkhill Proffer Amendment ("ZMA 2018-1 I"); and WHF,REA ZMA 2019.1 Iproposes to amend Proffer Numbers ID. I fl 6 and 8 of the Proffers that were S. approved in conjunction with "ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector PP J road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required (o dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(l)(a); and WHEREAS, staff recommends approval of ZMA 2018-1 I. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at tlx: public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for (he purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. •Mh 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17. 2019. Clerk, Board of County Sup ( Ts Aye Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Purcell 04600-00-00-019B1: BROOICHH L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, M ger By: AndreiliFt eGimy, Its President Date: S L3/2o /!� BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend : tagemen Inc., Manager By: Alan R Taylor, is President Date: 7« -ql-(Wl It Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle Count included a connection from RioMills I s Road to the now Y Berkmar Drive Extended in the Places 29 Master Plan asa priori ty 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 Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignm ent 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, 2018. Clerk, Board of Count pervisors 6L Nay Mr. Dill Y Mr Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y I SCOTT R. LINS`-- Lic. No. 035791 ' 4/5/21 pow z O I.- r_ Z Lu CO in C z O Q I F � Z W a1 W W L9a) r CY) zAC�•xM� VJ N M N C) W °' N N W > W z _j J V/ L9 O z Q W' W D UlU) zW � Vl J Lr�U / IJ_ CD IIIIJ Q C) 0C) N U J O F-1 co W VC1 G J/ /L/••��L LLj VL 06 efm UV/ LL LU LL a inL P__I 1 J016 T O ••• IJ-I O W O/'Y — cF_ 0 coW W W a JOB NO. 182150 SCALE N/A SHEET NO. 18 ,TH OF � R. [NSZ �SCOTT u1 U Lie. No. 035791 2 I / 3 r NLI \ PROP/SEDASHWOODBOULEVARDCONNECTION ^ - �� — THO ^ ( �? �y. OJ Z G Z ~ A�0 4/5/21 PROPOSED TRAILHEAD ACCESS ARE A TRD UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT •• _' R N_ P W Z SS1ONAL PROVIDE PARKING, AN INFORMATION KIOSK AND A PEDESTRIAN ROAD CROSSING TO > YOR MORE INFORMATION ON REQUIRED BUFFER, ---� `L— �~ _ _ -_ / > C> �O r ` \ LL W < m i / ACCESS THE MULTI-USETRAILWA „\ / �� c> Q 9Q HWOOpR w Ir n LLJ `` \;\ FNEOREST LAKES �Q L Cr ` \`-::'�� IGHBORHOOD T 4 I, J SITE Z ROUTE xg . SWO \C PR SP W IMPROVEMENT 4bB5-1 1` O f SWM FACILITY #3 COUNTY- v7 2 30' MIN. NATURAL BUFFER �i�BEMARLE I PRIMITIVE -� y q u - AIL p'90 1n Y 1 `^ Z I� ROPOSED TRAIL WI H °l Z w V CONNECTION TO FOREST LAKES �� `:.\ PpfOGROUNO to ^ W .- -y ' J < O J ' PROPOSED n III ` \ , I I ALBEMARLE COUNTY -I RESERVED STEEP SLOPE 0 SRO.90 J 0 z _ a s PRIMITIVE r -? BLOCK i3 TRAILWAY r� I I (TYP.) O Q V � l z V ° vui w m Co I I TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000' 1��11 o In DEVELOPMENT ; r ; O y B AN COURT Z z z O > GI!'Xb'RAL NOTES 7 ' ��� - -��• ': --1 .ZJ' �1 OWNERS: 7MPoy600-o0-oo-oi800 TMP o4600-00-oo-oxBAo g< < ~ w z .-. BLOCK i5 / " v - i / `o -- -- HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.1. OGLESBY 1R, TRUSTEES ELIZABETH ANN OGLESBY H. � L � •• a-\ 435 PARKST xS7SSEMINOLETRAIL T.M.46-18B "`\ .,,. NN GO / -_ „-_ ,' - D CHARLOTTESVILLE, VA zzgox CHARLOTTESVILLE, VA u9ox z CC W HORNE LAND CORPORATIONR. OPEN J \ TMP o4600-00-oo-oxgoo W � � `J SPACE \ J (TYP.) v O CROCKETT CORPORATION HAUGH &HELVIN z in N rrl �� / ��' i Q� PROPOSED CIVIC SPACE - L \ 435 PARK T CHARLOTTESVILLE, VA xxgol C9 C7 m I BL CK SO EASTERN POCKET PARK �• '�.' J r ROl r G DEVELOPER: RIVERBEND DEVELOPMENT, INC. z z f Ou -. •! BLOCK i - • •� O (LOCATION TO BE DETERMINED \/�\ \ O 455 SECOND STREET SE, SUITE 400 VA w w z • n, �• EXISTING too -YEAR• FEMA FLOODPLAIN (TYP.) `.p I ;� t WITH FINAL DEVELOPMENT PLAN) - �/ r"' PROPOSED VEHICULAR �•J CHARLOTTESVILLE, 22903 ENGINEER: COLLINS ENGINEERING xoo GARRETT ST, SUITE K w w ¢ w m z O w F z O z 5 o_ BLOCK g i' PROP IMITIVE \ ` °� INTERCONNECTION ACCESS CHARLOTTESVILLE, VA 22902 9 z z ° 1 z g u' ~ z - RAILWAY ' r•° ', TO THE MONTGOMERY o' MIN. NATURAL BUFFER Q E m a z a w ROUTEz9 �� __�- '�,, ;♦\� \ °°° -� RIDGE NEIGHBORHOOD o TAXMAP&ZONING: 04600-ao-oo-01600 oy600-o0-oo-oxBAo oy600-o0-oo-oxgoo H-I w f N IMPROVEMENT PATHWAY - w- \ - ; ° y'/� "'� �... - �. ' '� ' ° OPEN ; ' . / ROPOSEDCIVIC SPACE i 1 O - D.B.731, PG.690 D.B.1333, PG.450 D-B.731, PG.690 Cn ►-+ C) m w ¢ In � Y o u Y o u z w f 0 v -_ { I - 4. SPA( ALBEMARLE LE COUNTY R-- RESIDENTIAL R-x RESIDENTIAL ZONE: R-x RESIDENTIAL 0 O � i ' ^ . E -, S (TYR., - / '--� BLOCK ii GREENWAY ;� : • '•• • • - MANAGED STEEP SLOPE y - - t l (TYP.) p.) - (tV - TOTAL PROJECT AREA: 04600-00-00-0-800 - yz55 AG ^I LL a z a z ROUTE zg I IMPROVEMENT li (TYP) 1 • - %. �`•��� GREENWAY / O gOPO ° �, i 0 600-00-o0-oxBAo - 27.29 AC. o 600-ao-oo-o- 00 xo .66 AC 4 9 - 79 g a g a z z f, SWM FACILITY #z 1' I' GR(TYP AY •>. �- .. "�/- / " .- �• \,, BLOCK i8 - ,:- %` ,\ V 277.5o AC. TOTAL w vl w _ ... '•" UPLAND`. \ r e' in PROPOSED o' BUFFER s ,(TY�P.)- y,. •r/: - •° PARK °. �e ` \ / r • ' �' \ If r / t.-/J NG��. n /�-`. �' , c� ``� PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT cc �u m Q z J AROUND VDOT STORMWATER MANAGEMENT POND ( - --' 1 .- ,� \ w \ / x; EXISTING ARCHAIC WOODLAND •a r*. �. J A :-� ; �- : • CAMPSITE AREA TO BE PRESERVED •°e aq < M\ DEVELOPMENT AREA (TYP.) L. , TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BV LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015 w z a 7 , r*Z `�� L ,<;,,P\q - •" ¢ 1 - BLACK I6 - ..�}. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. 0 w m M w -. j 'Y,.r -- „ ... �" . ` �� \ / DATUM: NAVD 1988 � °C z C� F---1 (n O O ems• \ EXISTING xoo-YEAR y,,�_ TREAM BUFFER / f 1 1--i (fYP ° LS Z _ •°, ,�, .\v\ FLOODPLAIN (TYP.) •°° i3—�_��` UTILITIES: COUNTY WATER AND SEWER CV (n _j mQ BLOCK O 7 \� I _ '- \ ' 9 •° •. % { FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO280D W ,n ,n `o %0 ,o 14 Q PROPOSED RIGHT IN -RIGHT OU ry 4 z \ , BLOCK - 4 �y, DATED FEBRUARY 4, x005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF e INTERSECTION IMPROVEMENTS. W a SEE BROOKHILL TIAREPORT m Q / \ ;; + TRAFFICCIRCLE/ROUNDABOUTMAY ALBEMARLE COLINTV °� DAM, THE PROPERTY. 0 za o rn 0 v'i 0 rn 0 rn 0 1 LJJ FOR FURTHER DETAILS; 0 `AIN STREET BE CONSTRUCTED AT THE PRESERVED STEEP SLOPE ° ._ BLOCKS �, I f MONTGOMERYRIDGE S 3 BOULEVARD - INTERSECTIONOFMAINSTREETAND NOTES: N U) D 3 �' (TYP,) I THE NORTH/SOUTH CONNECTOR ROAD / I BLOCK 3 / NEIGHBORHOOD ., r % % � � -. SEE CODE TI DEVELOPMENT FOR DETAILS L THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. 0 t OPEN i / / - x. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 W G Q SPACE". / / OPEN / DETERMINED WITH THE SITE PLAN PROCESS Z (TYPO SPACE \ % 3 ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH a. BLOCKi \ O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BYTHE HOA. 4 NO CONSTRUCTIONTRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE ^ \ w ,'• ( I EXISTING xoo-YEAR ^� PROPOSED .' • r OR FOREST ` /- w ( FLOODPLAIN (TYP.) ,,' RIMITIVE �` _ ' ,lam k - S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EASTfWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN W 0- P T.M. 46 - 18D I >° TRAILWAY I �� O� O (� THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS CRAFTON CORPORATION I / i�;� •, BLOCK 2 • DEVELOPMENTAREA SOP , O (�� D TO THE FLOODPLAIN. .J_I 06 I vv•� 1. BOUNDARY (TYP.) • (iS0 a 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND �� _ \ z _ I f ROPOSED NEIGHBORHOOD CENTER • ° I C IM S OF PROPOSED REZONING �_. 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE U) Q J - --T (LOCATION TO BE DETERMINED e _ WITH FINAL DEVELOPMENT PLAN.) �' 1 2 B LOCK i O I_ - PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. w J J _ _ —, - - - - _ _ - ` e• ° r i `•° m -.- � ` ` 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Q Z U ,-I Q c/ _ _' - °4 J � � O w w PROPOSED xoo' BUFFER ALONG RT. zg BLOCK Z+ f"� 1-- ACRE HISTORIC -� SAFETY ACTION PLAN. LLIL9 J 70' NATURAL LANDSCAPE BUFFER & 3o' LANDSCAPE BUFFER I ° BROOKHILL PARCEL BLOCK 3 �. _ _BLOCK 5-..J - r - - �� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE 5 !� J (n '""' n/ �y„~I'1 O I _ ALBEMARLE COUNTY '� ' - " AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. L - Q V / NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF LOCATION0. I ANAGED STEEP SLOPE j:".: (TYP) GREENWAY /-`� 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q f^ J < Q = J J J IS PROPOSED BY VDOT ALONG THE HISTORIC MARKER FOR HE BROOKHILLPROPER --,\ Y (TYP.) I (� / MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE L z ROUTEzgFRONTAGEOFTHIS PROPERTY. PATHWAY TO BE , - - -' /\ \� ROPOSED z0' BUFFER ,. �•° / I' ��pi . - , • jA 75 �' _ ` ; I J _ ~' ! DEVELOPMENT. x0. CONNECTION POINTA)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR < O W _, H LOCATED WITHIN THE VDOT R/W. I �•e'i'!!!`Stl�: ;j'r.' R ` i' LOCATION OF EXISTING 'f; �.� �I �� I ° • I�' �� �" CONNECTION POINT$$HALL ONLY BE A PEDES RAN/B CINTERCONNECTION O MO ACCESSTGOMERY CONNECTION. ss. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND ¢ `~ L1J �--• Q 1 I• BLOCK 1 UNN CEMETERY TO g REMAIN :: \ �° i DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. �•.� �/ Q %> I LOCK LINE (TYP.) 1 ,� NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND — I Co I BLOCK 6 ALBEMARLE COUNTY' e t • °•°•°° AND EROSION CONTROL MEASURES SHALL BE LOCATED OUTSIDE OF THE PRESERVED SLOPES. °•1 GREENWAY PRESERVED SLOPES 0 �I O_ Q U) M BLOCKS ( PRESERVED STEEP SLOPE ;\ `41 ROPERTYBOUNDARY(TYP.) z Z T--1 W I i-- z NOTE: AREA WITHIN THE 100' BUFFER AND OUTSIDE THE EXISTING TREE D / i tt :�,: < h3 � �� C BLOCK7 t \: --___ ® VEGETATIVE BUFFER � MANAGED SLOPES OPEN SPACE O < LL1 0 LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACES29 FORESTED BUFFER REQUIREMENTS i - - .4-. :.�•:- - '-- DEVELOPMENT EXISTING too -YEAR ` / AREA P FLOODPLAIN (TYP.) - -- •� 1 TING BROOKHILL EA (TYP.) Y `"--.. H SE TO REMAIN I OF 1gTH CENTURY -' _•••••�,,,.•••••• ' - -�� '•, WITH HOA APPROVAL, A 10' MULTI -USE PATH - SHALL BE EXTENDED TO THE ENTRANCE OF --- ® GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS J W (f'� Q -. - `; �f yy N NTS OF BROOKHILL - j "`• MONTGOMERY RIDGE. THE HOA WILL NEED i TO APPROVE THE TRAIL AND EXECUTE ALL T = Y / ->,••. �r \�' BLOCK 8 DEVELOPMENT AREA 4 BOUNDARY(TYP.) EASEMENT DOCUMENTS ALLOWING THE OF THE MULTI PATH PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE&THE-THCENTURYCOMPONENTSOF 9 LLI U EXISTING xoo-YEAR •. k s `` \ CONSTRUCTION -USE —� ON HOA PROPERTY. BROOKHILL O � O FEMA FLOODPLAIN (TYP.) ` . L OPEN \ OPOSED 10' PAVED ,SPACE ;,:r MULTI -PURPOSE TRAIL MULTI -USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY • GYP) TH THE NORTH SIDE OF POLO GROUNDS ROAD Com ui'. --..,,,;1 apartment PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR O Q . • . ' °O°°° ,•' ° .\ t,�' ♦ ' !!;%✓ "" ,;,.-_ _ ROPOSED ,.•.. "` Filed '���_ PEDESTRIAN TUNNEL * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTI N -" L -� - - JER - AP °U - :. SUpery180f5 o o o o EXISTING YR FLOODPLAIN 0 C� 1---i AND STOPLIGHT. REPORTO(O SEE BROOKHILL PA PROPOSED IMPROVEMENT TO SrAT 0,(NFO SO p1PR _ PN / -oo N FURTHER DETAILS POLGROUNDS ROAD FRT 643 (D S 481 p( 0, TURN OLANES- SEE �\v J U NE 15, 2015 GROUNDSROADWAY 3) 7PROPOSED30' aMef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED O w IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS BUFFER ALONG * PROPOSED LOCATION OF CIVIC SPACE O O F GRAPHIC SCALE CALE FORSALAMANDERROAD CROSSINGS TOBECOORDINATED POLOGROUNDSROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. �� xo' MULTI -USE PATH w u' ,���• •. I SEE PROFFERS FOR FURTHER DETAILS xoo o xoo .00 8W PROPOSED LOCATION OF HISTORIC MARKER n - I O a = ' T.M. 46 -18C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. ENT . CROCKETCORPORATION \ (� F'6Ef) � � �. � O JOB NO. 182150 SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRA I inch = 200 ft. / PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 J z w w z %o V 0 0 O No i, �r \ �- / •4�( TOR � qSN� NR EWAY__ IDG ' 6oL,LF� ,'�� 9�/ ASF'1WOppgODlE OJ A , Q- _ � /` `'- I ' I BLOCK 13Ito BLOCK 1;Jo 5 � 1 A YAN i COURT 3 r � BLOCK io I I SDPzozo(i0008 � ` /W�/ _ INITIAL SITE PLAN < ; APPROVED - 031o612020 / ♦ ♦ ` % / / � � • �/,' \ � '-� f"" � I SDP202000082 / FINAL SITE PLAN / BLOCK iz � i BLOCK 18-- BLOCK w I BLOCK g ♦♦ � �� :, ♦� 1 // ♦ DG�ROP° -- s i 1 p- m Iry N n,a � BLOCK 11 '` �` ; I / ♦♦ / I ''\ � // �. ��- � \ �/ , a _ BLOCK 16 � - -------`-- _ _ � BLOCK 4B � � � SDPio2800650 ♦ 7 I FINAL SITE PLAN I APPROVED � oI z/11/zo18 BLOCK [tC F 1 _ BLOCK �!''�--_---- 0) in ROAD I I � I / A�_-�� - BLOCK j $UB201]-0011] , 3 s _ I � - • , BLOCK z I SDPzolg00078 ♦ I � `, BLOCK i7 INITIAL SITE PLAN 1 r.. �_� _ o � / �� -'• � � - - � I I APPROVED - oz/zl/zozo L I - � ♦ 1 ' 1 I � - - -- r= � ! BLOCK 1 SDP202000035 ROAD PLAN 1 LOCK 3 � ♦ ' - e ', � O ' A sDPzo18--- I SDPzol800050 18-00115 . - - - - - - I FINAL SITE PLAN I _' 000zl 1 � FINAL SITE PLAN-SUBzo '( ' INITIAL SITE PLAN O Q -- APPROVED BLOCK iA 1 I APPROVED -o61o8hoi8 12/17/2o18 sDP2o1800049 FINAL SITE PLAN � y � ° - I BLOCK AREA SUMMARY 1 0 II BLOCK 1g � 1 ROAD PLAN I I I BLOCK 6 1 SU B201]-0011] 0. Development Development Greenspace/Ame nines (ac) I((( 00 Area Per Area (Roads, Proposed e �1 ° Proposed e° I ° Block Land Use District Brookhill Area (AC) Lots, Buildings, Development � ' I BLOCK 8A ,� 1 � `� e 1` ♦`� ° con (AC) Parking Iota) Per Area (AC) I$DP201 00026 I � - - - - - CO (ACC Civic / Civic / Grecneay Greeneay Open open BuRers BuRers Total Total 1 9 BLOCK 7 7 Parks Packs Space Space Greeospace Cree¢space 1 FINAL SITE PLAN a Required Proposed Required Proposed Required Provided RequireProvide Re aired Pm APPROVED I / , 1 y/z3/zozo BLOCK 8B ae/' � 2 Neighborhood Densay Center 63 5.1 12 0 0 0 I2 5DP2o180005lt�' I 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 I � INITIAL SITE PLAN I \ o ' y 3A Urban Density 3.3 � � 3B Urban unsay 1.8 APPROVED - OJ/0712018 I � 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 $DP201900015 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 FINAL SITE PLAN � 4B Urban Density 11.39 6.83 0.52 1.09 0.44 L54 3.07 y 400 qC Urban Density 6.58 - 2.31 1.46 0.85 1 �- $ Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 .. POLO G 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 / N $ RQ 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 . TATE RT. U DS Rp 8A Neighborhood Density 8.55 ssz 0 0.54 1.80 1.6 3.98 ' 1 , "'...-- .' � . � •` 43 (D,g. 481 ($O') 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 r P. 263) / 9 Neighborhood Density 9.6 ' .8 0 0 1.8 2.47 0 0.95 2.8 2.49 4.6 5.91 Imo' 10 Neighborhood Density 4.6 3.4 0 0 3.6 3.94 1 0.92 0.1 0.3 4.7 5.16 ' � ice' LEGEND: �a Neighborhood Density 5.7 3.2 1.2 1.1 8.2 8.66 1.3 0.54 0 0 10.7 10.3 12 Neighborhood Density 6.7 � ' 0 3.2 1 0 4.2 PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT 13 Neighborhood Density 11.7 ,I , 0 1.4 1.1 0.9 3.4 1i-,�� - -' GRAPHIC SCALE � (APPROVED INITIAL SITE PLANS) f 14 Neighborhood Density 5.4 a l 0 4.7 1.3 0 6 �'"....., o loo son wo 1$ Neighborhood Density 16.9 13.5 0 4.1 2.I 1.2 7.4 I ""."'""".""'.'."......"16 NeiehbolfioodDensav 9.7 8.4 0 1.8 1.3 0 3.1 � PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT � (APPROVED FINAL SITE PLANS) ghbortlood Density 15.8 1 0 3.3 3.8 0.2 7.3 -----....r........-.-............�, ' 34.4 2 0.7 4.4 3.8 2.6 I1.5 3.2 3.2 0 0 0 0 0 1 223.9 10.3 53.6 28.8 16.0 108.7 Neighborhood Densit ( IN FEET ) 1 inch = 200 ft. Q 17 18 l9 y Brookhill House Parcel Total I.8 7.3 SCOTTAR�LINS� Lic. No. 035791 ,a p 4/5/21 „FQj 7 J O J m J W 0 J J t� Y O W W G JOB NO. 182150 z w SCALE 1"=200' LU SHEET NO. 3 040 an Uj ftft BLOCKi 7 PLAN AZ - nose 4 ( IN FEET ) 1 inch = 200 ft. Q 17 18 l9 y Brookhill House Parcel Total I.8 7.3 SCOTTAR�LINS� Lic. No. 035791 ,a p 4/5/21 „FQj 7 J O J m J W 0 J J t� Y O W W G JOB NO. 182150 z w SCALE 1"=200' LU SHEET NO. 3 040 an Uj ftft BLOCKi 7 PLAN AZ - nose 4 IIII" I i11 � II I I I I .III IIII I I I II I I I I I I I I I li i i I II II II I I - TMP: 04665 00 oo-ooiCo - - RA V�NSW oOD OWNER: COUNTY OF ALBEMARLE I ACREAGE: 4.75AC ;� Ilir ZONING: PUD I I > TMP: 0 68-oo-oo-000To DB/PG: 1973/473 �� I 4 5 i - - - — - - I OWNER: FOREST LAKES COMMUNITY - l _7 ! ASSOCIATION INC i OJECTBOUNDARY(TYPJ I I /�'_� ACREAGE: 4.izAC�� 1 ZONING: PUD -I- - - DB/PG: 2973/473 S64°°4 39.a8"E 1330.643' O \ \1 --- -- ------- ------------------------- - - - - - . U:), z I ALBEMARLE COUNTY / \ z \ \ & —MANAGED STEEP SLOPES I�w� / \ > 3o' LANDSCAPE/REFORESTED / 3 \ \ N BUFFER AREA \ I Ir ol \ Iz" \ PROPOSED GREENWAY,TYP. \ EXISTING SANITARY SEWER AND I EXISTING STREA �� \ ` — _ 20' SANITARY SEWER EASEMENT I I I \ _ TMP: 04600-oo-oo-oi9B8o ( \ ! OWNER: CROCKETT CORPORATION \ • XISTING STREAM ACREAGE: 119.69 AC \ ZONING: NMDw/PROFFERS \ `\ DB/PG: 5346/z56 XISTING WETLANDS (TYP.) i • \1 00) 4 �/ ROJECT BOUNDARY (TYP.)- ITT / tl'i I'll A ss •• A I V A / ' �._ Q _ �O I I \ >LU m F - �-, _�''_, - \ \ • EXISTING LIMITS BLOCK iz \ \ OF TREELINE ANA ti XISTING STREAMv ROJECT BOUNDARY (TYP.) � 1 011,, a V�� pq(0 j V� A \ v �� (I A �• • I LOCK / / / i -- __s ✓✓/ -"` I \ 9s.�� \ I ,� ALBEMARLE COUNTY EXISTING SANITARY SEWER AND ( • PRESERVED STEEP SLOPES BLOCK,,-. 20' SANITARY SEWER EASEMENT / 9 1 , ' — - EI' = A v V • I LIMITS OF FEMA APPROVED iooYRFLOODPLAIN / BLOCK ii BLOCK 18 '24 go T ` / ' a9 0, •✓ Rq<q L \ \ \ \ 6s �ayz? \ \ I EXISTING STREAM I LIMITS OF SUNNY\ \ N. \ DAY DAM BREACH \ • �^ PROPOSED \ .` a j \ \ •~ • \ GREENWAY TYP.-, \ \ , p III BLOCK a6 i / BLOCK 4B INITIAL SITE PLAN -- -- t - — - .K a • s Ncl .� - - I APPROVED 05i25/2oi8 s SoITE PLAN i8000 o DP2I - I I_ BLOCK 2 \ 1 • � ti�- - � .� � '\�- � I" FINAL S__ ( _ I I �, V A 1� • ®' �� '\`� \ SUBxoiQ000Bi - r .i_ ,�� I_ A\ �:j ��• 1 �rD��. \ �� • o EXISTING STREAM � \ T y v - - \ LIMITS OF FEMA APPROVED ` ioo YR FLOODPLAIN 1 \\ ` ` �� � - -\ � -- - GENERAL NOTES: — ��— I BLOCK i 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID �� 1 \ • 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM �I I ', I \ /' \ BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE — \ SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED I I UPSTREAM OF THE PROPERTY. 'i ]r I - I I �' I 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF 1 PROr• / UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, ! I I CUPOSED ROAD RRENTLY UNDER REVIEW) L / / I ►" I/ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE / %, CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION SDP201700217 1 ' I / AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY / I SEWER, STORM SEWER, AND WATER -SERVICE PIPING; PH G E RA IC SCAL E / `, / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE ° S3� / CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES I <I• SERVING THE PROJECT SITE. 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING IN FEET) I I ' I� WATER LINES ON THE SITE. 0 iCOTT /R"SLLINS5Z Lic. No. 035791 a�- 0 4/5/21 ke z O a Z Co N m 0o< Z J O (n I- > z w W w ul z Cl? M m N 14 CIO N O N \N W J J U) O U W U) w Q C:) C:) N Q O II 1v ,1 CIO V) G Lu 0*6 Q �1 J uQ 016 rl Y 0 CIO J 1J--1-1 Y O w u ~ W CIO a w JOB NO. 182150 SCALE 1"=100' SHEET NO. 4 11 PROPOSED 6' PLANTING STRIP W LL 3 GRIFFIN CO ` n H w PROPOSED PUBLIC ROAD BR � 54'PUBLIC R/w 30 0 ,R / PROPOSED GREENWAY (TYP.) 1 by �___ ROPOSED CG-12 (TYP.) _ 4 -- PROPOSED STREET SIG N LOT r ` EXISTING PRESERVED / ` STEEP SLOPES (TYP.) I PROPOSED 5' CONCRETE SIDEWALK / ti� 59' 1 2 M ATC H L I N E- 5 E E SHEET 6 I OPEN 34' 1 _5o, h ' SPACE / / 4z, / PROPOSEDSTOP LOT LOT S3• - I 18 17 I ° �\ LOT LOT I / BACK(Typ� N 20 m 19 6 ^ � LOT TBACK(TYP.) _ 32 16 — — I so REARS 59 88, I / II /y Z / LOT > �5 ev PROPOSED GARAGE (TYP.) N OPEN - SPACE / LOT 14 � ` \ ` PROPOSED Q � 1 LOT LINE (TYP.) ; Ln lei r 1 �? LOT Of- 0 13 - + $ -- ----- ° e LOT 12 , ` 75' Ali PROPERTY BOUNDARY (TYP.) PROPOSED GREENWAY (TYP \\ EXISTING PRESERVED STEEP SLOPES (TYP.) /-EXISTING STREAM (TYP.) EXISTING ioo-YR FLOODPLAIN (TYP.) 1 I ZS E/a LOT ' �II I ay Imo, I S4 R / (rr PROPOSED LOT LINE (TYP.) / 1 LOT � I _ 4 4 a J 9\ Q \ W J � Q a 4 LOT 1/ I� 5 o!m� WI / COH zl I a / Z1 LOT m 1 - 6 Qj ko L of 7 / 1 I OPEN SPACE / / / s LOT al`° 5' CONCRETE SIDEWALK 9 I _ EXISTING PRESERVED STEEP SLOPES (TYP.) _ — 8o / -- —a ROPOSED 6' PLANTINI OPEN SPACE 11 eelm 1/ I I ROPOSED GREENWAY (TYP.) I I �X I I I 1 I ING ioo YR FLOODPLAIN (TYP.) 0 / / 1 I I I / / r I OPERTY BOUNDARY (TYP.) / ISTING STREAM (TYP.) O- O O N 1 I / I 1 / I I I I / / 1 1 1 I I I I 1 1 1 GRAPHIC SCALE 1 3- o i5 30 6a 1 ( IN FEET ) ■ I inch = 30 ft. 0 z w w z 0 w ul z a) ti M M T V/ CV co N O N N LLI J J U) 0 Q U Y U) U) V O O N O I'--1 Iv ,-I 00 U) Lu dS J Lu Z) F-I O Q Q F-I I aS r-I O m J IJ-I O w O� DC M w CO w 65 IOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 MATCHLINE - SEE SHEET 7 LOT / \ 53 �A 1 ROPERTY BOUNDARY (TYP.) - - - - OPEN / i s2 \ \ ! - SPACE �-� � a LOT \ 1 I LOT \ \ .. \ � BOA SF�O� ��- � 52 yv� LOT PROL NEE TYP.) 9 0 7° s _N AGe<AGe<Qpz LOT _p PROPOSED 1IZ } OPT PO F a 51 �'\ OPEN - LOT LINE (TYP.) LOT PROPOSED STREET SIG 1ry6 �� SPACE 1 1 71 LOT �-A \ PROPOSED GARAGE (TYP.) < \ 1`6 so 323o- a� ��,0 z38•� T / LOT ° / rvw 72 �024 % PROPOSED STOP SIGN \ \ \\ J LOT _ Q } / PROPOSED CG-12 TYP. �^ o / 38 �N FRO N EXISTING PRESERVED -13 �. LOT y °� .l /yo STEEP SLOPES (TYP.) 00 73 / '� ROPOSED GARAGE (TYP.) o I / LOT \ i / I- LOT " %J�°��'- 74 J °� cs� LOT / ,' � �O h O� 49 LOT rvv PROPOSED 6' PLANTING STRIP / a / v5 ry jao a PROPOSED SIGHT J \\9 I ROPOSED DRIVEWAY (TYP.) \ / 40 LOT DISTANCE EASEMENT) tn So'' 75 �. 41:11 OPEN o 49 Rlw RIW I V LOT aO RE �T8gC8 �`'> - - / o " I K(7y� g. I ROPOSED 5' CONCRETE SIDEWALK 4 ° SPACE I \ a SSIDE SET=TVp) ��Y ary M N f�l ROPOSED 6' PLANTING STRIP z4 FIC-FI _ 107 — Ij ' z` PROPOSED DRIVEWAY (TYP. ; w LOT I / - 3z' o LOT Y _ �w I nl 2 I/PROPOSED SIGHT 2O' E/P-E/P 47 �" 37 �� - - 49'R 11 DISTANCE EASEMENT ; I LOT h a� L� ¢ I r w -- nv R h U -_ 45 LOT - ��� �0 h/ / Ln LOT II ; all PROPOSED 5' CONCRETE SIDEWALK \ 105' ° 44 LOT a r p �� ti^� j LOT OPEN 76 �4 F °-Fj _� rI \ LOT LOT �� 6 1 - -_-_ - - PROPOSED STOP SIG " I 46 I 43 C 42 LOT '� 6 3 SPACE / 14 �O' E/ -E/p` \ ROPOS STREET SIGN J� I 41 LOT I ROPOSED STOP SIGN awl' - - - ` - �o LOT OPEN 77 I - - _ _\ - " "^ 35 ry / _ i - SPACE N ? gO - _SE gq KRdNT _ zS Mqk / -- -- - - - p CE- s (TYP• f t@AC N / / 2 4000, - 103 I T TAN = - � 'I' � _ � 3y S � �Dh' 1as �iH - -PROPOSED CG-1z (TYP.) _ z �o'F �s-S LOT ao ..: _ _ EDISON STREET s __ I� LOST " - PROPOSED PUBLIC ROAD v - 1�' -- = 28' PROPOSED STREET SIG // / F/P �� / �OFSFTBq 34 � N _ PROPOSED STREET SIGN 49' PUBLIC R/W w LL- a000'R zS - - - --- -_ ry �� _ HT p1== r zaP LOT - -- - - - - -- -- E=_8o, - . = 18 // 9'R /� / \ 2� o / PROPERTY BOUNDARY (TYP.) SIG F/ '10 PROPOSED - 36' zz' 4' 18' zz' 34' GARAGE (TYPJ " 4' - - - 33 - Ij PROPOSED DRIVEWAY (TYP. R� " 1� 79 I ry 8' MIN. RONT - - _ z Z -- - _ ` O LOT z'' SETBAC TYP. z zz' � ~__ __` - - _1' p� 33 / PROPOSED CG-1z (TYP. - - r - l - / -3Z � � r D STOP SIG / � �� � .� � for � ,' 'i ; � ' I� � -m ROPOSED GREENWAY (TYP) J u / LOT 0 I z5 M FRONT _- + li z z PROPOSE �� 4 m LOT 100 I r -- ° z i O J / —a— $O � � � I SETS CK (TYP.) I� ,_ � I> •� <u � + f/ 32 PROPOSED .+ LET LOT L SOTCID LOT `° m" v /r a8', C9 a 1oS, LOT LINE (TYP.) 99 n l m LOT - '* O / �, I 82 g 84 g5 86 g LOT LOT � m /- a LOT I I I I 9 L) LOT ,� / < 88 ¢ 81 „� 1 I l l 9 92 a, LOT PROPOSED CG-1a (TYP.)_ LOT _ - 131 'W .a , IN 92 LOT oz za _ �' �I- - zs. za_ I LOT 1; I �I 2s za' az' ' 93 zz 1 `° 94 9� ROPOSED STREET SIGN ?z_ �2, I / L95T LOT r' / " LOT V L z7 `� - - ---- - - - -- -- - - -- --- i 7 / If96 60 v a 30 PROPOSED STOP SIG r: __ __ -- - - - -- _ w % 0 - 1 �'S PROPOSED 4' BIKE LANE -- Wiz' Iu' / i ry _���� 1 - Z LOT _�EXISTINGPRESERVED - SIGHT STEEP SLOPES (TYP.) ROPOSED G-1 DISTANCE zz \ ag / 29 Lu OS C 1 ENTRANCE (TYP.) _ 35 I� .too' - - W __ _ PROPOSED CG �T -1z (TYP.) --.. 790'R z CE=335� '— - - a _ PROPOSED STOP SIG !� - _ '� 15SP _ SIGHT DISTANCE=335' ct - W $ - -EXISTING STREAM (TYP.) 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FRONT °/ z9,F LOT £r 335. \ \ \ 3a- T /Gp � \ j 33 LOT .ry Oy 54 R/W R� QOq�9(i \ �M a7'/ ' F 26 � I � I PROPOSED DRIVEWAY (TYP. 50 \ ( I ROPOSED 6' PLANTING STRIP w , GRh'-IN 19 / l n n PROPOSED PUBLIC T _� I N 54'pUBLICR� OAD__ 30O'R / ROPOSEDGREENWAY(TYP.) ROPOSEDCG-1z(TYP.) GRAPHIC SJALE' 48'R---� - EXISTING PRESERVED 1 9, PROPOSED STREET SIG / r LOT ! M ATC H L I N E - SEE SHEET 5 \ 60 STEEP SLOPES (TYP.)�_ 2 ;o o s �o PROPOSED 5' CONCRETE SIDEWALK l _� OPEN � � � ' �'�~ - SPACE - 1 90' � � ( IN FF .T ) I inch =30 fL. 5COTT R. LIh Lie. No. 035791.:- P 4/5/21 �w4i z a oEf J Z w CO O Z o (N J ¢ F�1 rA � w z z V' Lu w w N O N c Q T°' z O M N r-i M 0 m N (n O WN .__I W> W 06 ZJ z w Q 0 � W Z ur) U Q Q W ~� 1 Lu ul U) M r-1 W 06 Z W N I- U) JLu o J<J m 0 O J_ N = U O w Oc U �.�j/ J ~ w w a Co � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA (sf)I ! j J �j,TH aFG 1 4,970 3,301 33 4,635 3,371 65 5,036 3,241 2 4,806 3,126 34 4,357 3,179 66 4,659 3,000� 3 4,879 3,133 35 3,152 2,640 67 4,778 3,100 ) 4 4,969 3,311 36 2,992 2,485 68 4,773 3,091 SCOTT R. LINS'Z ` \ O 1 5 5,035 3,311 37 5,719 4,356 69 4,905 3,198 1 U Lic, No. 035791 fa 6 5,035 3,309 38 6,149 4,479 70 4,167 3.045 ` ! °po 4/5/2144 7 5,588 3,766 39 3,077 2,562 71 3,136 2,630 ! ! / ` ` -- -_-- �SIUNAL ECG` 8 5,980 4,087 40 5,317 3,883 72 3,191 2,685 9 5,685 3,661 41 5,526 4,141 73 3,159 2,652 10 5,407 3,471 42 2,996 2,492 74 3,081 2,574 11 5,390 3,582 43 3,001 2,497 75 4,775 3,505 12 4,560 2,919 44 3,024 2,520 76 4,798 3,494 XISTING STREAM (TYP.) ` / LOT 13 4,835 3,132 45 4,494 3,272 77 2,815 2,310 _ 62 14 4,747 3,076 46 4,537 3,324 78 2,790 2,286 ROPERTY BOUNDARY (TYP. _ � - 15 4,738 3,068 47 2,968 2,461 79 2,757 2,248 16 4,728 3,061 48 3,053 2,546 80 2,704 2,194 ! / F 17 5,048 3,347 49 6,095 2,586 81 3,857 2,737 � _- \ 18 5,667 3,859 50 6,974 5,383 82 2,565 1,928\/\ 19 5,594 3,668 51 3,559 3,052 83 1,785 1,609 EXISTING MANAGED z h LOT \\ / / / 20 5,336 3,391 52 3,666 3,158 84 1,778 1,602 STEEP SLOPES (TYP.) �- / / / / a 63 PROPOSED 21 5,103 3,293 53 5,991 4,552 85 1,776 1,601 ` LOT LINE (TYP.) 22 5,013 3,179 54 4,765 3,454 86 2,521 1,885 m 23 4,946 3,228 55 2,733 2,229 87 2,446 1,821 ^ / \\ ry / / / `� 24 5,055 3,312 56 2,717 2,213 88 1,773 1,597 I m ' �� Sy T \ / / / O 7 r 25 4,764 3,081 57 3,674 2,597 89 1,774 1,598 n - - - 26 4,505 2,897 58 5,143 3,399 90 1,777 1,600 ` BY 27 4,624 3,005 59 5,093 3,360 91 2,408 1,785 ' _5 SSE ET�A-C-F(1YP.j 28 4,396 3,184 60 4,864 3,171 92 2,378 1,760 PROPOSED 5' CONCRETE SIDEWALK \\ I 29 2,876 2 370 61 4 484 2 879 93 1 790 1 614 � ` LOT � W , EXISTING MANAGED 30 2,846 2,342 62 5,477 3,593 94 1,796 1,620 t m L6 T f ROPOSED 6' PLANTING STRIP 61 / \ STEEP SLOPES (TYP.) 31 2,885 2,379 63 4,999 3,230 95 1,810 1,634 4 ROPOSED DRIVEWAY (TYP.) / (0 S4' 32 Cd 2,962 2,457 64 5,275 3,435 96 2,434 1,838 bp LOT \ s 43 60 S4• / \ zg, 'SoR 7 • / LOT w LOT / as,y 59 a C \/ 65 If/ f1, SFTB� FRONT LOT / 58 LOT PROPOSED GREENWAY (TYP.) 66 Fre N -76 �RSF� gCNT 600R / PROPOSED GARAGE (TYP. egCT \ CL LOT A� ' z O ! 67 ! .� OPEN LOT M i--i SPACE /0) 57 U) z o a�, \ ro\s\ / f & LOT 6� N LOT ! \- ���� �e , / 56 LOT CV) 68 ! �\ \� 4 ° 55 m LOT D LOT / q a as 54 �p 6 N� W PROPERTY BOUNDARY (TYP.) MATCHLINE - SEE SHEET 6 , W >le LOT L \ / 53 ti3 -j oZS ass 3f, > Z w OPEN LOT (n Q W J SPACE H EXISTING MANAGED` LOT \ \ \ ` �0Oo0 52 H STEEP SLOPES (TYP.) O S s9A*,o OO , Q w rq PROPOSED IZZ' I R�Ro F Q O h LOT LINE (TYP.) PROPOSED STREET SIGN O / LOT lRJ71 J� U J - - ` EXISTING PRESERVED =�3 q °p �`p ���0 Y z - \ STEEP SLOPES (TYP.) / LOT A W PROPOSED STOP SIG / r 72 �O�a1 '� PROPOSED STOP SIGN ING STREAM (TYP.) 1 �� RO l�----__- TS YP) 2 (T POSED CG-i ' _ - Ln LV SiP C-E 335 = PROPOSED / ro \ /`��\ \\\ \ w 1 51G Ln u J LOT = � ' O?oaz) \\ c U) W F- LU Y 74 LL.I ` / H 72O' q, PROPOSED SIGHT _ I _ PROPOSED y' BIKE LAN LOT DISTANCE EASEMENT z , J75 4x- 1! OPEN _ _ o ° \\ I J - - V 50 ` 4 y „o 11 SPACE \\ -� O 0 r-� a 5`$I'DESETBq 2 Q o ROPOSED 6' PLANTING STRIP \\ 24' FIC-F/C TIE-IN TO EXISTING -- CK( m I ,,,ll _ N EUSTIS AVENUE PROPOSED GARAGE (TYP. Y - ' w (I�TpROPOSEDSIGHT 2O E/ EJ¢ " O 49 R/Hr R lI DISTANCE EASEMENT w y PROPOSED GREENWAY (TYP. ` I LOT I - JI PROPOSED 5' CONCRETE SIDEWALK \ w w I w 76 I 24 F C_F/ .' n 0 w PROPOSED STOP SIG n )oB No. 1 I io 4 2� o I E iJ / E/P \ I 182150 io 01*� GRAPHIC SCALE 1 OPEN m LOT I ry ROPOSED STOP SIGN \\ �9. SCALE 30 0 15 ao N 77 a ` ` PROPERTY BOUNDARY (TYP.. SPACE I I 1 ds I 1u=3O' 103' TPNCE! - p \ ` I I S\ HT- PROPOSED CGTYP. SHEET No. ( IN FEET) ` PROPOSED GREENWAY (TYP. LOT I °N° _ -12 (EDISON STREET � 1 inch = 3U ft. / 1� _ I - -PROPOSED PUBLIC ROAD __ AT F`F(N CO 1\ PROP I \ OSED P 1 ROAD \ PROPGSEDGREENWAY(TYP.) MH- B UBLIC R J / 1 �2*50 LOT *h I \ PROPOSED 8" PVC SANITARY SEWER '� N 2 MATCHLINE - SEE SHEET —EXISTING STREAM (TYP.) PROPOSED FIR HE FIRE OPEN ASSEMBLYw/6"x6"TEE / _ N I I SPACE II T / LOT o - I L 81 7 / LOT / l PROPOSED WATERLINE 3 3 PROPOS � 8"x6" TEE / / I PROPOSED �' ! / E / I - / / / 1)-8"G.V. A SANITARY SEWER EASEMENT / (1) - 6" G.V. LOT LOT I 20 I 19 I c 3 / PROPOSED 8"x6" REDUCER 1 EXISTING PRESERVED \ / ~J ti `J LOT / \ 11 STEEP SLOPES (TYP.) LOT - • / / 4 / I / -16 \ 3m ROP OSED 6" DI WATERLINE- O / 2a ROPOSED GREENWAY (TYP.) I I PROPERTY BOUNDARY TYP. n ! �a / LOT / (TYP.) / LOT 5 / C ROPOSED 8" PV SANIT/Y SEWER - / ----,PROPOSED 6"x4"REDUCER OPEN %� o / ' I- PROPOSED 2o' ACSA \ \ ` SPACE / 3 /` SANITARY SEWER EASEMENT 1 EXISTING 2o' ACSA / T LOT / / LOT \ ` SANITARY SEWER EASEMENT / 4 I ' J PROPOSE FIRE RE HYDRANT / I J / ASSEMBLY w/ 6"x6" TEE I PROPERTY BOUNDARY (TYP. / r 3 S . 1� / OPEN ' ! 5 LOT ' / SPACE' I I / - PROPOSED 8 13 PVC SANITARY SEWER LOT f y! r L 7 / -- \ EXISTING WETLANDS (TYP.) ` I PROPOSED y" DI WATERLINE o I -- '- - -- - n 4- LOT LOT ,: • I �. 12 I r l I 8 TIE -INTO EXISTING SANITARY ` I z — EXISTING PRESERVED , \ SEWER MANHOLE oSTEEP SLOPES (TYP.) \ -3 � s XISTING STREAM (TYP.) —�— s SAS \ I I LOT 3 I PROPOSED zo' ACSA Ln / SANITARY SEWER EASEMENT I oPROPOSED TYPE A BLOW -OFF ASSEMBLY EXISTING loo-YEAR FLOODPLAIN (TYP.)' PROPOSED 4" 450 BEN I1 \ I o� LOT / OO o10 I EXISTING SANITARY SEWER --////A 1 LOT - / 0; \ \ I c I OPEN SPACE \ PROPOSED GREENWAY (TYP.) 1 I I s PROPOSED 1 I SWM FACILITY ` I EXISTING ioo-YEARFLOOD, LAIN(TYP.) \ GRAPHIC SCALE IN FEET ) 1 inch = 30 ft. �� 1 �`.y�•� I�\ II �; 1 n\ 1 SCOTT/R. CaLLINS'Z Lie. No. 035791 o� pow 4/5/21 4Q �'SVONAL E' z O a � Lu � Z O Z _j z O C En z V/ w W w ti W N 0 N V' Lu '__ O z Cl?U) M U) CY) r—I N (M 0 D LL o Un W CY) � N r—i N J Lu W> W � z _j J > z _ U) � z w O � z= J Q Q W Y Z w ul,--I W C6 z W fV 0� ,--I H U J F- Y w U O J � J m (� J O p J O = O w u O J w DC w Of w JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 mw �� M PROPOSED 8"x8' TEE LOT M ATC H L I E - S E E S H T 10 " \� �� (3) 8" G.V. 53 \ /\ PROPERTY BOUNDARY (TYP.) - ti1��3xoo MH-i PROPOSED 8"x6" REDUCER OPEN /// / PROPOSED FIRE HYDRANT s LOT SPACE \ ASSEMBLY w/8"x6 TEE \ 52 \ V LOT / PROPOSED zo CSA_ 70 j�x'ro LOT / OPEN 301 ! SANITARY SEWER EASEMENT 51 \ SPACE p�q/yT LOT 71 3 \ \ LOT \ \ ORFSTFo \" / so LOT / ` \$ / 72 5 0 3 \ PROPOSED 8" DI WATERLINE' \ \ PROPOSED 8"PVC SANITARY SEWER tii \ LOT38 \ LOT / 73 / / RO SOP ED 8" PVC SANITARY SEWER ° I LOT �- PROPOSED TYPE A EXISTING PRESERVED / 39 i BLOW -OFF ASSEMBLY STEEP SLOPES (TYP.) / ! o / O LOT -1� � \ Ln LOT 74 c�c,c� 49 LOT PROPOSED 8" DI WATERLINEv I / 3 40 \ PROPOSED 4" DI WATERLINE \ / LOT / r ZQ I 'D -1 f� " a iIlPROPOSEDzo'ACSA 75 y IpW. LOT h SANITARY SEWER EASEMENT p OPEN m', I / 8 ( \ SPACE T Ln 4 ti 1 � I I PROPOSED zo' ACSA % w SANITARY SEWER EASEMENT �� - LOT I I LOT _ Ap ml1 4711I PROPOSED FIRE HYDRANT x°o 1 37 / y o —I LOT LOT ASSEMBLYw/6"x6"TEE , \ y / 1 LOT - . - — 45 44 LOT LOT 6 I ° 141, 7 4.M LOT 43 LOT / 36 \ OPEN / PROPOSED 20' ACSA 3 f 0 '� "°+ F f 2 \ SANITARY SEWER EASEMENT — n — 4 4 LOT / SPACE -PROPOSED FIRE HYDRANT I 41 0000 0 LOT i ___-� � ASSEMBLY wl8"x6"TEE � � _ � �' xh / LOT 77 _ ti 5 I _ -- . -- - - : LOT I 3000 — _ — i°TSo ii ii+ o 10+oo 1z+00 EDISOIV 34 LOT \ \ — - ]8 t - ° — — — — — — —I PROPO STREET _.--_ / MH EXISTING SANITARY SEWE _- W W W W W -- W - --,SED P(/C RO / PROPOSED 8' x8" TEE i W-1z+s LOT 8 G.V. W W — z 13+So I � � -S — — 1 -- I - 5 / � w - - _ - - - - - - - -- - ` --� 3 / LOT ROPOSED 79 s — -- w - _, o — Ii- I I — I ! _ I\` 1 I °33 _ ��� ;-_ _ ..�:f�_ 1 -�_- � _ lytso / ,l �n ROPOSED 6" DI WATERLINE LOT ° Q �� - - - - PROPOSED 8"x8" G V. JI D 8'^ �I I 11 r S® / I-- _ S I WATERLINE EXISTING PRESERVED � 80 � � I I 3 � PROPOSED if i ; th �-OT / / STEEP SLOPES (TYP.) LOT- LOT LOT � I LOT 8z LOT- 84 g 86 $ LOT LOT _ __ - _,� / / 1 / ROPOSED 8" PVCSANITARY SEWER / 5 ] LOT LOT ` 81 a I I I I I I I 88 8g 90 1 LOT / / °; 3 LOT / LOT �� 1 3 I y I 1 3 ° PROPOSED zo' ACSA I 92 LOT Q U / =_ 3 �I 1 \ PROPOSED FIRE HYDRANT I u+ _ I- SANITARY SEWER EASEMENT_ / LOT /� _4 ' MH- PROPOSED 8"x8"TEE - - / 2 ASSEMBLY w/ 12"x6" TEE 93 94 LOT o - - / LOT 41 ° LOT (z) - 8" G.V. \ - - O O 8 1 x6" REDUCER I I 4 y PROPOSED 8" PVC SANITARY SEWER % 95 y t _ 96 P r 30 !(1)-6 G.V. F - - - - - - ROPOSED 12" DI WATERLINE gx a ! ' � ! LOT ! 'JUSTIS AVENU W W PR POSE UD PROSE UD P BLIC RAC yV I 9 - PROPOSED 8 DI WA / - W ° _ -- - - F— - 1 2 ' �1 W WJ o + 19+00 19+50 20+00 zo+ p PROPO TERLINE 3 '18+ I- - 18+00 21+00 LOT I' ` I+- 1W 28 17+00 o7+SO \ / Bill - OPEN ----- - w MH 7 PROPOSED FIRE HYDRANT � �--1�4,' '� / 3 s --- w PROPOSED SPACE —Z2+00 w\ ASSEMBLY w/1z"x6"TEE - z 1z"x8" TEE �� \� / ----- - (z) -12" G.V. - � -�� � �z'S0 ® (1) 8" G.V. / - �\ ° \Nil I IF I _ �3tO� EXISTING - / / SANITARY \ LOT 27 LOT 0 ROPOSED 12" CAPPED G.V. SEWER / 22 / / / ROPOSED x8"CROSS / I LOT / 1z"CROSS ----- _(z) - 12" G.V. LOT \ I 23 LOT LOT 40/ (2) - 8" G.V. 21 f �4 / 25 �' 3 � ROPOSED 4" DI WATERLINE \BLOW -OFF ASSEMBLY PROPOSED TYPE A LOT 1` PROPERTY \/ PROPOSED 6"x "REDUCER / 3 1 \ROy�IiF BOUNDARY (TYP \ �` - PROPOSED za' ACSA 4 - - LOT - 1o+OO — o° AR W EASEMENT __ _ -! SANITARY EWER EA �kTFNF 30+$0 i - M W� / ROPOSED 8" D3\ERLINE / 1 ' W _ 11+50 'Q l l \ \ / (21Ff Ifps CoCZ7 PROP_ UBLIC ROAD 1zt0o PROPOSED GREENWAY (TYP. ' - - ` 1D ! P - -- ` ------- w� 12+so +y / LOT / PROPOSED 8' PVC S `! ' _ 2 MATCHLINE -SEE SHEET 8 ANITARY SEWER / 3 GREENWAY N / 1 / GRAPHIC SCALE 30 y i5 30 ( IN FEET ) 1 inch = 30 ft. •I SCOTT/R. CaLLINS'Z Lie. No. 035791 o� pow 4/5/21 4Q �'SVONAL ENO'` L O ZM M (f) O r-i N - / M � q"' m s / ' N V) OT S v% W N � / Q Lu W > w 06 J > z _ U) � z O w J U � W Y / w ul T-1 � w o?S / z w cv CO Ln I F- J U w O JQm O O J 1 O 04 = I Y I u O w O w Of t=i3 JOB NO. 182150 / SCALE 1 11=30' / SHEET NO. 9 Cw 0 I I I-10 1 / EXISTING SANITARY SEWER V LOT / i 62 PROPOSED TYPE A ROPERTY BOUNDARY (TYP.) i BLOW -OFF ASSEMBLY / 4, � o`, r'� � LOT 63 OPEN ACE l P J/ RFS7Fo / / EXISTING STREAM (TYP.) SCOTT/R. C'MLINSZ Lic. No. 035791 It, pow 4/5/21 4j �5'�ONAL ENG`�� I / z O J a � u Lu j / / o� -' a OZ HLn V/ w z N PROPOSED 4" DI WATERLINE z� / \ � \ / / / > \ II LOTLu LOT ,>,�so 61 i IJ 64 \ \ PROPOSED FIRE HYDRANT EXISTING PRESERVED \ ASSEMBLY w/ 6"x6" TEE STEEP SLOPES (TYP.) " \ \ I EXISTING SANITARY SEWER ` I PROPOSED 8" PVC SANITARY SEWER �.;�xoo / LOT / \, \ 6O EXISTING SANITARY EASEMENT / \ \ LOT / LOT s \ / 59 I \/ 65 zt l / / ., \ F N \ LA PROPOSED 4" 4S* BEN LO '?6x / 8 EXISTING MANAGED LOT / � � / 5 STEEP SLOPES (TYP.) I Q 66 I ", - I / PROPOSED 6" x4 REDUCER LOT Lu EXISTING MANAGED 67 \M / OPEN /' LOT M Q STEEP SLOPES (TYP.) \ / PROPOSED zo'ACSA \ \, °O \\ / SPACE / 57 LOT \ M I —I \ \ \ SANITARY SEWER EAS`E�MENT LOT / 56 N 68 j ROPOSED 6" DI WATERLINE LOT S 4xso 55 H—I 0 m LOT D PROPOSED GREENWAY (TYP.) ` OPE\ LOT H- 1 ` ,y/ i /' S4 / O �/ SPACE / / � \ i, N � 5 MH-19 `i / H 1 ` \ TIE -INTO EXISTING SANITARYSEWER 1 ` � WITH PROPOSED DOGHOUSE MANHOLE / � I � S / \` Q W GRAPHIC SCALE \ / 3*so , � p[ \ 30 " ag 3" so ` �C \l / M� PROPOSED 8"x8" TEE LOT w W a - EXISTING 2o' ACSA M AT C H L I N E- 5 E E 5 H E E 9 \ (3) B" G.V. 53 J oZS SANITARY SEWER EASEMENT ( IN FEET) ` \ \ / \ / PROPOSED 8"x6" RED CERM\�3x ° •< MH / z Z ` 1 inch = 30 ft. \� EXISTING SANITARY SEWER / \ �- S Y LOT w 4 \ _ POPEN ACE PROPOSED FIRE HYD ANT 5 � Z ASSEMBLY w/8"x6"TEE \ LOT �, � EXISTING WETLANDS (TYP.) PROPOSED zo' ACSA, ] `_ ✓ so `� L9J 1~-I d 81 � - - - SANITARY SEWER EASEMENT Q \ EXISTING STREAM (TYP. / / I Z `\ PROPOSED FIRE HYD �_ LOT ?� J \ \ \ ASSEMBLY wl12"x6 \ 7 1 ` U 1- 4 \ — — -15 x M-7 �$ LOT y' � � / '� : i / Y Z - _ 1 72 S / *�o ?j \ PROPOSED 8" DIV 1--� i M i �- _ � - 1 PROPOSED 8' PVC SANITARY SEWE 'y 1 � I PROPOSED 12" DI WATERLINE \ (Y') -_- -- - - - - - \ ' LOT LLJ l H EXISTING FIRE HYDRANT` W / w —_ ` V,/�� W I— 18 EXISTING PRESERVED / X / w CV � 73 j f W 1 +oo — ` �7+5o W - / ` I STEEP SLOPES (TYP.) LOT , *°o Q r XISTING 12" G.V. ` 16 _ i6+So 7 L1J - _- ` \ 74 ti O 4 _ ~ �� uE `I J V (� i s - ISTING SANITARY EASEMENT 4i Y TIE -INTO EXISTING j WATERLINEDA N OAD - LLI \ EX ', / %- PROP 5 D 8" DI WATERLINE /j i ' w U V+ E1i5 PUBLIGR - 1 / 15+5° PROPOS - — � Z � � ;� LOT „—I 5 00 � -- \ XISTING STREAM TYP. 15}Oo _ \ o OPEN 0. m' J Q `)) U (TYP.) �o SPACE _ H m O EXISTING \ ccQ I I — I m o SANITARY G 1 _ �4, 3/ 3 r A O ON o ` SEWER I I iA mi Y 5� ,a GRAPHIC SCALE \ �, o 0 3" " :5 " c" LOT 76 1 m IN FEET PROPOSED 2o'ACSALrI 3 O ` I inch = 30 ft. \ , SANITARY SEWER EASEMENT- — n JOB NO. " 182150 LOT _ - PROPERTY ( SCALE BOUNDARY (TYP.) 1 -7 -- `1 it — EXISTING STREAM (TYP.) zo+50 ii+o0 12+50 SHEET No. s _ A �„ PROPERTY ��� LOT io+oo _ _ _ _ 10+00 �" BOUNDARY (TYP.) 78 0 W W W 1 O S GRIFFI o PROPOSED GREENWAY (TYP.) 1 — s ROPOSEDr Ug��R COURT �10 w loB 22+Sll + LOT NOTE: SLOPES GREATE T AN 3a SHALL BE PLAI�7ED WITH NATIVE /Ar '~ S- PROPosED DRAINAGE sYSTE $ o/ �J+ ! z STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION � N� _ \ W s' '. - SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. , s io /I ,COTT R. C. LINS'Z \ ATC I N - SEE SHEET 12 — 2 Lie. No. 035791 fEXISTING STREAM (TYP.) 0 N \ / / /\'' _ ROPOSED DRAINAGE SYSTEM / / J' °O o� 4/5/21 4� PAC ISM e���•� _ - LOT o I / ONAL LOT s -- -- 8 17w LOT If / °8 18 M / / � F10 I \ ♦ F O O M \ �\ LOT LOT YD-2A \ 3 \ zo 19 0 EXISTING PRESERVED q LO LOT 4^+ I M \ STEEP SLOPES (TYP.) `\ LOT J J r \ 1 4 u 00 \ I PROPOSED YARD DRAIN SYSTEM W/ JJ1 - `., o io' PRIVATE DRAINAGE EASEMENT / / o ( / / / O z0 a I I / ROPOSED GREENWAY TYP.) / Ln F \ " ; (0 ! LOT jl ! W Z PROPERTY BOUNDARY (TYP.) LOT + ` a 400 uj 5 1 _ 4 ,( 1 \ OPEN YD-2 O �a SPACE +° / LOT /LOT / 66 6 1 �s 00 , \ ` \ w N 398 / a N r ` o J PROPERTY BOUNDARY (TYP.) ' ` / - +o 5 - I - - OPEN / s ♦ ` LOT J SPACE' `� ♦ ` I LOT II I'' 7 / -il Ii _ Q Cc W♦ ` EXISTINGWETLANDS(TYP. r; ♦ ` ` PROPOSED YARD DRAIN SYSTEM WI (I) J l 20' PRIVATE DRAINAGE EASEMENT 3' LOT N LOT 4B 8 I ♦�. A i 12 4YD i M 0 o - EXISTING PRESERVED l�f r � `1 ��- �ti vM_ ♦ � S '� � - - - � � i 90 _ I I STEEP SLOPES (TYP.) I r y ,CNI _ a, - ` / N EXISTING STREAM (TYP.) \ S - J I \ LOT Lu > 5 I 5— S 5 � � I 9 I / W DC � I - - f LL z 0 J 1 J °6 g 1 I > z a 408 `` —� XI STING ioo-YEAR FLOODPLAIN (TYP.)' w fs Lu 404 Q Lu z PROPOSED DRAINAGE SYSTEM 1 388 I U) 0 LT O � / = J o 1 / ♦ °J/� c) Q as 1 ore i w LOT 40° J Ln w ♦ \ �� / w N OPEN Z 0� rl 3 8 I 8 ` SPACE / � ; H 38' 1 PROPOSED GREENWAY 4 RO OSED GREE W Y (TYP.) 402 380 - U w o PROPOSED VDOT STD. ES-i I = J WITH RIPRAP OUTco FALL P 0 OSED SWM FA ILIT I wj Q SEE VSMP PLAN FOR 1 cui O J DESIGN IN ORMAT O \ EXISTING ioo-YEAR FLOODPLAIN (TYP. 0 I 1-1 o Y 398 , I '� ♦ i � O w \ ,0 °° 390 r JOB NO. ♦ GRAPHIC SCALE O 60 L 182150 L I, SCALE 1 ♦ I _ lit ` ( IN FEET) � �I \ ` � ' I inch = 30 ft. ��- SHEET NO. 24xop� PROPOSED ROOF DRAIN SYSTEM w/ lo' PRIVATE DRAINAGE EASEMENT / y34 Sob M23x� /f LOT / \ ROPERTY BOUNDARY (TYP.) / TIC IN - SEE S E ET 13 \ M S • PROPOSED YARD DRAIN SYSTEM w/ \ \ I / \ y8 io' PRIVATE DRAINAGE EASEMENT 450 / fi° 1 1 / �3x0 436 YD-6 y/ LOT 0 PROPOSED DRAINAGE SYSTEM - i / PROPOSED VDOT STD. EW-1 LOT WITH RIPRAP OUTFALL �� O �` YD-yC e oo LOT 44o OPEN ' a O EN a SPACE / /­,\� ' *r0\ 51 � PAC 0 A� / LOT / \ \ v 44p qNT F 1 71 s' ! \. F PROPOSED ROOF DRAIN SYSTEMw/ / LOT \\\ \\\ \ / 430 ORF %F _- I lo' PRIVATE DRAINAGE EASEMENT / 0 6 I4 f �� '!PROPOSED ROOF DRAIN SYSTEM w/ \ \\ e� NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE LOT o x io' PRIVATE DRAINAGE EASEMENT FR / tih STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATI PROPOSED 40' PUBLIC DRAINAGE EASEMENT 72 \ p LOT \ SEEDS AT A RATE OF 60 LBS. PER ACRE, OR 1 LB. PER 1,00o SF. \\ v k� ' / PROPOSED DRAT SYSTEM \ Roo 38 / LOT M / \\ PROPO F N E M w/ � io' PRIVATE DRAINAGE EASEMENT 73 LOT / ✓ EXISTING PRESERVED 39 4so� STEEP SLOPES (TYP.) / i / o / / \\ ' 46B —� V A / LOT 74 -.- 43 LOT o /' ' k \ 46 I PROPOSED YARD DRAIN SYSTEM w/— \ LOT / / / j��� !r \\ I 49 lo' PRIVATE DRAINAGE EASEMENT \� 40 LOT ?a p I / ✓ �� l 75 l✓Ov`u 11 OP ISO\\ O m I LOT c(O f'C/fl. Cbi.LINS'Z J Lic No. 035791 c, .oPo� 4/5/21 4,e' rS IONAL ENG` ON z O / Z Ln 00 O o m Z J o F� z � Z LLI o l�� 11 PACE A o tZn o -n 48mo \ A vD-5 LOT\ YD-yA _ � �1 I I � I LOT � - --- _ y18 PROPOSED DRAINAGE SYSTEM O m I t I 47 - i LOT YD- xo° / / l 37 43 {I \ 1 Dp LOT -_- _ 4 ti� x' / PROPOSED ROOF DRAIN SYSTEM w/ / j y vi I _.I I 45 i; f / lo' PRIVATE DRAINAGE EASEMENT LOT I y26 p PROPOSED zo' PUBLIC — �� I 44 LOT _ _ / LOT /0000 \ lr DRAINAGE EASEMENT o I I PROPOSED YARD DRAIN SYSTEM w/ I J i / j / 76 I I I Y1 44 +o 44B I I io' PRIVATE DRAINAGE EASEMENT II 43 LOT v i /' / 36 o OP N - - I 0000 8 o I1\\ _-' 46 I ' 4z LOT / // w" / P CE / j q \ 0B - I I PROPOSED ROOFDRAIN SYSTEM w/ 41 34 ° ROPOSED DRAINAGE SYSTEM / LOT I j I 4 \ I �I (� PRIVATE DRAINAGE EASEMENT *h' " ` = LOT 77 _ -\ _ - I _ I ` DRAINAGE EASEMENT / \ 35 < I I�� PR LIT i - f/ oo ` - PROPOSED ao' PUB / �I 3� - /' / N LOT �° LOT I I ., 20+00 10+ o +oo _ U+ o to 0 3zF / / '' / z - 78 c o — -� iz+oo PREDISON SrE - 34B 34 _ 5 5 0 v,.. t 4p - Vy 43 �. - - - OP SED PUBLIC Rd 4_ / ,\ / M 0 PROPOSED ROOF DRAIN SYSTEM wl^, O ` 13+op_ o W l I M lo' PRIVATE DRAINAGE EASEMENT LOT w �3+50 - -- --' _ — _ i l N ~ --I 79 I S, I — / ROPOSED GREENWA M > - - S 3zD _- _14+ / 3 / oo � I w ! / LOT � Y (TYP.) 33 / m D f- - LOT I I _ I I PROPOSED ROOF DRAIN SYSTEM w/ - I _ I S/i �;' / / o B DROA NAGEDEASEMENT / * / EXISTING PRESERVED O $O �T io' PRIVATE DRAINAGE EASEMENT Po' PR SEDE ROOF A DRAINAGE EASEMENT / S - _.iLLf OT + 3 � a / \ ROPOS-- ED WALL MAINTENANCE EASEMENT ' I LOT 3 LOT LOT LOT LOT LOT H2 84 8 86 I g LOT LOT PROPOSED ROOF DRAIN SYSTEM LOT I Y, 83 J 5 I 7 88 89 LOT LOT io' PRIVATE DRAINAGE EASEMENT O / / / LOT 81 I I f I I I I -- --- --- 90 91 LOT I PROPOSED WALL L) - i 5 r 1 __ 4 36 43° LOT 30 ���,, ,, / ,' 3 / (MAX. HEIGHT=y') - 1 9 - � \ ( ' y 4z8 I r z LOT 94 LOT Za // PROPOSED ROOF DRAIN SYSTEM w!'/ `\ \' ° I _ _ I / r io' PRIVATE DRAINAGE EASEMENT M, PROPOSED zo' PUBLIC - _ L LOT Q' o° LOT -� - - 36B -DRAINAGE EASEMENT 95 96 o'z'/ ry 30 VERTNFORCED Lw -- -- -- - - - - - - PROPOSED ' PUBLIC / ! � 0 DRAINAGE LOT �4B 1 +oo W 19+50 TIS AVENU _ ` a 9 - FIR POSED PUBLIC R AD So D EASEMENT zoB - \iB+5o °o - - - _ _ �1- - - ° �-- - - - ro - ---z�' W IZa+ _ - -- _i- z68 i7+5 - - �d �4 - - -- v w 2 / e _ _ - Y � LOT I' �7 - So W T . 28 I 26 -- - -- -- -- __ _ - i - - - - -- - -� — --- 4 4—OPEN -- - - PACE 4zo 1 - - - PROPOSED DRAIE SYSTE NAG I - - - - - 416 0 + w 1 - -- — - -.. _ ko -- L° _ PROPOSE 1`0 k16 \ I DRAAINAGEDEASEMENT 3 LOT I l o / YD- A PROPOSED YARD DRAIN SYSTEM wl ylo ` LOT I `_ / ziB w / / \ lo' PRIVATE DRAINAGE EASEMENT z] / zz I I a LOT ' / 3xso moo LOT \ I z3 LOT LOT „ / rt t 21 24 25 3 �� � LOT `\ t FDR(� POSED zo' PUBLIC 16 r INAGEEASEMENTPROPERTY! \090 IiF SO BOUNDARY (TYP.)' �— { LOT / ' \Fr �C/�\_ z2 z6 ROPOSED RIPRAP OUTFA-��XISTING STREAM w _ �10+ _$O_ GRIFFIN COURT 1 PROPOgW p(j_ 00 ROAD 11+So - �4 w 5 � PROPOSED GREENWAY (TYP. 1 I 106 I I 22+5 SO 1 W ° j -- +h PROPOSED DRAINAGE SYSTE / S LOT 10 LIN -SEE SHEET:Li. STEEP SLOPES (TYP.) W CV G CVLu J W > oc LLI J 06 Z J z g > w J Lu w z (f < c) Q 06 ~ (D PROPERTY / w 1--i BOUNDARY (TYP.) / j w C6 / Z I fV U) � Y i J w o JQm (� J \\—EXISTING STREAM / O J 00= 0 w I u 0 J GRAPHIC SCALE o pp I W Of uz 30 0 g 3,, I - � JOB NO. 182150 I in< F. ',0 `i � SCALE So 1 "=30' �.. / SHEET NO. a 12 6 I ---,TH pi,� I ✓ ! 1 O SCOTT R. LINS'Z U Lie. No. 035791, O ---- �- 0 4521 4e ZONAL B / CT_. � r / LOT 62 \ ROPERTY BOUNDARY (TYP.) -- � � LOT � —� �4 � / / o I ? 63 I _ OPENLn m SPACE '9/VTF� / / / Z o � O / ' 0 0 VO \ RF / / / H Ln , F / > EXISTING STREAM (TYP. Ia O w Ln So - - / ! ° LOT / W LOT ` 61 PROPOSED YARD DRAIN SYSTEM w/ YD-7 \ EXISTING PRESERVED 64 2�xsO / lo' PRIVATE DRAINAGE EASEMENT STEEP SLOPES (TYP.) I ' EXISTING SANITARY SEWER ROPOSED 40' PUBLIC DRAINAGE EASEMENT / LOT / 440If 6o \ j 4 I ' r° °° \� 546 r i r \ / LOT LOT56 65 / sO / LOT / 1 / EXISTING ANAGED J f LOT / i a6xo A / 58 M / 436 STEEP SLOPES (TYP.) CL 1 / ' O' PROPOSED DRAINAGE BYPASS /PROPOSED DRAINAGE SYSTE �o�Rj� LOT a (/oRF _ Szg / 436 z 0 67 / / LOT PROPOSED YARD DRAIN SYSTEM w/ a GRAPHIC SCALE EXISTING MANA( 0 ED \ ` / \ / OPEN lo' PRIVATE DRAINAGE EASEMENTS M (f) �\ I STEEP SLOPES (TYP.) 57 z O I ` 30 o i6 ` SPACE LOT N > -0 t l '!- / .• •.-. - — LOT �� �;��� � / 56 / ` / 68 5z . 43s LOT ( IN FEET) / ` ` \ So 24xSo \ \ ssO D 55 1 inch = 30 fL ) s �\ 5° i \ LOT0! l \ c N U) 54 ` ` PROPOSED GREENWAY (TYP. ` OP\ / LOT / M 54 0 SPAC / 69 / , ' YD-6A N G_ NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITFr NATIVE / Z4x0\ PROPOSED ROOF DRAIN SYSTEM% w/ N J STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ io' PRIVATE DRAINAGE EASEMENT Q Lu SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. 5oB i W i ss./ y34 lla3x � � LOT W z C L IN - 5 Er H I 12 yl\PROPOSED YARD DR Z 53 1 z o \ YARDio' PRIVATE DRAINAG > 4 1dxoO 436 46 YD-6 LO W J w PROPOSED DRAINAGE SYSTEM \ (D PROPOSED VDOT STD, CONCRETE AL N 52 Q PROPOSED RIPRAP HEADWALL WITH 450 WING WALLS LOT I� PROPOSED VDOT STD. EW-1 LOT \ \ i 0Lu z WITH RIPRAP OUTFALL 70 J 11 81 IL=i = EXISTING WETLANDS (TYP. b o Q PROPOSED WALL OPEN x / \ / / ti o j?x EXISTING STREAM (TYP.) (MAX. HEIGHT=y) SPACE /� / / ro Q �V / / LOT / 2 J U Q 06 N 7 PROPOSED ROOF DRAIN SYSTEM w/ UD ` io' PRIVATE DRAINAGE EASEMENT 410 PROPOSED 6'x6' REINFORCED 4 w I / \ - \!PRO M ` CONCRETE BOX CULVERT f J LOT ` - �X 10' PF W 1--1 0 PROPOSED 40' PUBLIC DRAINAGE EASEMENT xy / °o� Q 72 yzo T \ \\ _-- a `bh LO t b p - _ V ul zOB _. � U) LI..I -- 16+00 I 73 z6B 1J+5o �_ _ _ ` \ \ W 17+0o v he ° _ EXISTING PRESERVED � / / /h / ! \\ — 16+5 z6 LLI LL i STEEP SLOPES (TYP.) l / / o1 \\ "� y66 �`` � �--I - - �i6+00 = LOT ! \� U) 4 -- - _ - 15+5° VENUE / 74 ��O ! 3k \\ Y _ �- �vPROP �SEDpUBIICROA 46 1 LOT A r50 z8 - 420 73 / Il o IIO m Q r / y \\ 14 - XISTING STREAM (TYP.) , / OP N \\ O J s X _ _ _ - / o /��0 11 PACE \\ *� - O `? J 4 I� O O � ° PROPOSED DRAINAGE SYSTEM to � _ _ / ! � % !� \\ A I O v So ` PROPOSED VDOT STD. CONCRETE - ti yz 'PROPOSED DRAINAGE SYSTEM-1D U O 13 N HEADWALL WITH 45° WING WALLS oo II _ _ p 43$ LOT I I y26 !/ PROPOSED zo' PUBLIC w w �j °� 76 II I I I A li DRAINAGE EASEMENT Ln o i 39 - �l 44 + a u 7 o f ° /!\ 44B JOB NO. I3 11 \ 182150 ' GRAPHIC SCALE PROPERTY �� LOT I II \ 4o8 \ fi1 0 n5 30 60 ' BOUNDARY (TYP.)' -- - \� 6 \. SCALE a ROPOSED RIPRAP 0UTFALL I 1 "=30' IN FEET ) h EXISTING STREAM I I I I 3: 1 - ` s ` = \ -/ LOT I 10+00 lo+ o- f +o� 11+1 I5 ° 0 SHEET NO. 1 inch - 30 [t. PROPERTY I r _ _ BOUNDARY (TYP.) - - L,3° u NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PR PAFwPq PROPOSED TO BE STATE MAINTAINED: 1/a':r Ca sAA4 .,0 ; i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. j, ` NOTE_ NO PARKING ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. S' I 6' r I ISCU°ENWrrNF,NF) -}I �P�gwN 224.VF .iMIVfRI II 12' aP4.EFa.r=w N»6'RN2��s 11 - ALONG ROADWAY 1MR, UNIT T 1 1E1 RFMRn 'F1N, x�•i III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE $BFIC.Frc ' -- - - 7 --- - 4 ---------------- MATERIALS. r T�1� / 71 ��0��'S 6e RARRry/ - �I�If Ulf I , ��• v. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED TYPICAL STREET SECTION - 6> PUBLIC ROAD RAW AND APPROVED BEFORE THE PAVEMENT STRUCTURE 15 PLACED. - A 7 (EUSTIS AVEMIE) a,(� j - z02 ADT T - v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, .YO 111PH DLL%6':V .5'PLLD / �I ➢ z / (NOT TO SCiILEJ I '.t - o I PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND - THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL R+W' UL Al INSPECTION. 1F6y:1• IAaHrPFm.sNPw.PH -� >I4'- vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED VENUE N / PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. s s WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED ��� 6�`, P s' 6' s s' 6 EVERY i5o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS v IFANLRE,E IRANRIL 46( -5' - - ... SDEWNYI %� P,RrgN 4Nq Lwlt vul. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS _ rF SHOWN ON THE ROAD PLAN LAYOUT SHEETS t �" ,- . AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. - `�' �- I a9'FIC-FK •„.. is 5-7- CENERAL CONSTRUCTION NOTES FOR STREETS' RADA I ,GR;e A �� ` Z J TYPICAL STREET SECTION - 54 ' PUBLIC ROAD RAW �V 1 �_ a a 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN 7HE DEVELOPMENT IMLL BE MADE BY THE COUNTY A �_ �// u THE CONTRACTOR MUST NOTIFY 774E DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN (CRIFFIN WAY PORTION OF) &' GRIFFIN COURT)LA cc ADVANCE OF THE START OF CONSTRUCTION. 25 AfPH DESIGN SPEED I \�-� ➢ \I 0 N 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL (MOT TO SCALE) < z HAVE CBR 7EST5 PERFORMED ON 774E SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL B£ O SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED ,_- \ in PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR �;� > ? APPROVAL. RAW GL RAV - 1 \ o e ° °e V 1 Ce J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN u+�=' N°'_.1`TN,HNN °° EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY ONE OR A NATURAL WATERCOURSE " NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE gNLN,F 11.AR,NA WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED f\� FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADO1770NAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT I J > \ ` W i 5 6' = i a.5' = s a.5' 6'B - SHOWN WHEN, 1N 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN COW, ��„�`; ,WµE,-�I�,; FM � ,°,„,,,, EVERY i5o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE .9 FIC-FIC I SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-7. e �i FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO ° e 6a'RAV-RIW _ - .\; _ T R ✓DOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO TYPICAL STRUUT SUCTION - 49' PUBLIC ROAD R/�f' WOT STANDARD PE-1. 7. COMPLIANCE Wl7H THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE �CRIFFIN WAY PORTION OFJ, EDISON ST, BUTTON ST, & BELFORD DRY TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. o 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL 25 MPH DAS70N SPLE77 PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL (NOT TO SCALE) BE NULL AND V00. 9. ALL SIGNS OR 0774ER REGULATORY DEVICES SHALL CONFORM WI774 THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC \\ - , ,L N CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE ANDCD MANUAL. 10.TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LiM17S TO BE POSTED ON SPEED LIMIT SiGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12.VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPEC71ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES.• TRIP GENERATION MAP rq SCALE = 1"=200' \ a SM-9.5A SURFACE COURSE BM-25 2i" (TYP.) INTERMEDIATE COURSE SEE PAVEMENT CHART COMPACTED AGGREGATE FOR DEPTH OF EACH BASE COURSE VDOT N 21A PAVEMENT COURSE I COMPACTED SUBGRADE GRADING 1. 774E LATEST EDITION OF 774E ROAD &BRIDGE SPECIF7CAT70NS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND ASPHALT PAVING - ROADS DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. NO SCALE OF 7741S PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 774E ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD cc-v MD COPOMINTs OF CURB RAMPS CONSIST OF THE F0.LOWINO CO-T2 MYI COMPONENTS O CURB RMPS CONSIST O THE FOLLOWING. RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WiTH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE HCL� KCNCEfE GU CEMENT 6 2K (DEPTH M�ir.,wS' A E TIN SQUARE TOMMY HFYMAU WHEN Kx CEMENT AL a(DEPTH NINCHES. EAREA [ET,N SQUARE Y'W°S) GENERAL NOTES DETECTABLE WARNING WREACE (AREA IN SONRE YARDS) GENERAL NOTES: DETECTABLE WARNING SJR:KE LASEA N SQUARE YARDS) ENGINEER. I. TIE DETECTABLE WANING SH LL BE PROVIDED BY TRUNCATED DOMES EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY IEEY AND SHOULD I. THE DETECTABLE WAYItIG SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 5 A SEPNurE PAY HEY AND SHOUEU R H CUT F BE 9AYMFZEO 0 EK CURB CU LIP. BE SIIWAMSED DR EACH CURB LU RAMP. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHILL BE FROM iK MATERIALS APPROVED LIST FOR DETECTABLE wAERD SMFICES PRODUCTS NOT LISTED STALL MEET SIDEWALK RMF )2:1 MAR DELECTABLE WARND SUFICES. PRODUCTS MOT LISTED STALL MEET SIDEWALK RMP tYl MAX TREES AND VEGfTA770N WHICH OBSTRUCT SIGHT DISTANCES AT ROAD 1NTERSEC770NS SHALL BE REMOVED. rlE REWREYENrs of THE sREGAL FROVISMN FOR cc-0 OfrfcrlaE 48:, MAX THE REOAREMIOYrs a THE SRECIAL FROVISON FOR CC-R DETECTIBLE 4o-'I OAK *MINING SURFACE AND SHALL K SUBMITTED TO THE STANDARDS AND WARNING SIAFADE AND SHALL ND BE SUBMITTED TO THE STANDARDS AMID4. ALL VEGETATION AND OVERBURDEN TO 8E REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC770N TOP OF 4 SPECIAL DESIGN SECTION FOR APPROVAL. SPECIAL DESIGN SECTION FOR APFFDVAL. OF THE SUBGRADE. CURB 3 SLOPING SUES OF CURS RAP MAY RE POURED MO AKIN CILLY WITH RAP V 3. ACPM WIFE OF CURB RAMP MAY BE POURED WNOUTHKALLY WITH RAMP 4• FLOOR M BY USING PERMISSIBLE CONSTRICTION .DINT WITH REQUIRED BARS. T FLOOR OR BY USING PERMISSBLE CONSTRUCTION MITY WITH REQUIRED BARS T 4. IF MR FLOOR IS PRECAST HOLES MUST BE PRDVDED FOR DOWEL ISMS SD 4. F RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR GONE. BASS SO _ 2 R THAT REARWARD RMED STIES CM DE CAST N PIKE AFTER PLACEMENT O 10" MA% THAT AUIdaD BARED STIES CM BE CAST N RACE ATER PLACEMENT O D:1 AIAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-'. PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-'. I B 5. REQUIRED BARS ARE TO BE NO.5 1 B" PLACED PCENTER TO CENTER ALONG TYPE A 5. SECURED ISMS ME TO SE W.5 z e" PLACED TENTER TO CENTER ALONG TYPE A 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W1774 A MINIMUM CORER OF , � BOTH MESETE OF TH1,I RAMP FL"Y..MO-UCPM O RAMP FLOOR. MINNHW PERPENDICULAR �� E La COVER J. FLOOR MID-CEP1N O RAMP FLOOR. MINIMA PERPENDICULAR ONE (1) FOOT. 13" a ]• e. CWB I CURB AD GUTTER SLOPE TRANSITIO MJKEMT TO CUM RAAPs rm e. dRB /CWB MO GUTTER SLOE TRA SIWON$ D ACOB TO C AB R APS 4 5���2. STANDARD UNDERORAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE a ARE NCLUOED IN FARMER FOR CWB /CWB ANO CUTTER. 5'MM AE INnUDEO N PAYMENT FOR CURB I CURB AND GUTTER. FIELD CONDITIONS INDICATE , °7. CWB RAMS AE TO BE LOCATED AS SHOWN ON TE RMIS WAR DIRECTED CUB RAMPS ARE TO BE LOCATED AS SHOWN ON E RAS OR AS OSECTEO nl T By THEE ENdEE0. THEY NE TO BE FRONDED AT INTERSCrOws WRESEVER M2,1 M ` BY THE ENGINEER. THEY NE TO DE PROVIDED AT NTEMECTDNS WHENEVER t3:, 4 J. ALL DRIVEWAY ENTRANCE PIPES SHALL 8E A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM AN ACCESSIBLE ROUTE WITHIN TIRE RIGHT O WAY O A HIGHWAY FKIL"Y - "' M KCESSBLE ROUTE WITHIN THE RIGHT of WAY O A HIGHWAY FACILITY - "I CROSSES A CUB SECMOLE55 OF WHEIHEA SOEWALN IS EzSTIXG. PROPOSED. CROSSES A CURB REGARDLESS O WHETHER SEEN" IS EXISTING, PROPOSED, 4" OR NONEXISTENT. THEY MIST BE LOCATED WITHIN PE➢ESTRIAN CROSSWALKS OR NOW TENT. THEY MIST BE LOCATED WITHIN PEDESTRM CROBSwALNS DIAMETER OF FIFTEEN 15 INCHES AND SHALL BE PLACED !N ACCORDANCE W17H THE VIRGINIA DEPARTMENT OF T ( ) AS SHOWN ON PLANS OR AS ME07ED Br THE ENGINEER. AND SHOULD NO TYPE B AS SHOWN OR BINS OR AS OREC ED BY THE EHgREER, ANO SDUEO NO TYPE 8 MIN BE LOCATED BEHIND VEHICLE STOP LINE OBSTNG LIGHT FOES FIE BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT MILES. FIRE TRANSPORTAION SPECIFICA7ONS UNLESS 07H£RW1SE N07ED ON PLANS. HYDRANTS. MM INLETS, ETC. REM RQUM PROVIDE A �OTIN OO PARALLEL HYDRANTS DROP NUTS ETC. KGESM E ROUTES MADE A WINTIMDMs PARALLEL 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE AUNOUE°USEDiTEALL iFMENT3EaF"w" FMA °w9PrxA�T CTAr�iTDE"".PMPNGo°NiArDEiEo:iHirE'EPELo .u�' {'np;"�y',Hi�d$8n+k' :I?' ° ' eHcusSO EL TEPEM3ETHN''ALSE NH f�i51YP THAT CAN BE ss A RcooAHcwDEEG,E'iHE D 1' 6 2 AD USED DY PEDESTRIANS ,59 ye.+l+'K l4'? 4) tsf/! I'A H MD USED BY PEDESTMMS. F F q• • y1 ' A% /Wy A'� "U EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE 7 /57,i88, OR g79 B RMPS MAY BE RACED ON RN"A OR TANGENTIAL SECTIONS PROMOTE THAT + YV �MW u- �4 v 1MA STANDARD CG-6 STONE BIIS•E UNDER CURB A a. RAPS YAY E NG IS LA RACIAL IN HE UNITS F THE C PROVIDED THAT THE CWB OPENING IS PLACED WITHIN THE LIMITS M THE CROSSWALK RFD THE CURE OPENING IS RACED ECILN THE LYRE OF THE CROSSWALK .11D Y,+ CHECKED BY VDOT PRIOR TO THAT THE ROPE AT THE CDRRECTXN O THE CDRB ORENNC 15 12.1_II.L%� t d THAT THE SLOE AT THE CONECION O THE ORB OSENNC IS '2'1MAF PAv�Eer�EJvr CURB &GUTTER pgylNG AND/OR BACKFIWNG. PERPENDICULAR i0 THE CURB. SARI xX xYA PRPEILYCLLAS i0 LRE CURB. SARI x xTA 1. AN ACTUAL COPY OF THE CBR REPORT 1S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF 7HE AGGREGATE BASE NO SCALE B. TYPOJL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RMIICANO7 9. TYRGAL CONCRETE WEWALK IS 4" TICK. WREN THE ENTRANCE RAID CANNOT T FDMCDDREFTER TO STAbIDRpRECG-'1NC ENLH,LL ENTRANCE HEAVY YTRUIX A,,W TgKiKDPEFERTTO STWRO'DIRD REQUIREMENTS COMMERICAL. ENTRANCE 4'MN MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR AT x .2- HIGHER THAN AT x . 2` HmHFR THAN TRICK tWFCI FOR CONCRETE OEP'0L EDGE OF PAVEMENT TRUCK (RAFC)FOR CONCRETE DEPEH. EDGE OF PAVEMENT T T ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. D. WHEN GI1B RAMPS ME us6o IN colALNrnox WITH A SHARED ARISE PATH, AT xx , SAME AS TOP a cuRe 1p, WIEN CURS RIPS ARE USED N CONJUNCTION WITH A SHRED MIRE PATH AT xx .sME AS TOP of CURB 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE 1S ,RE MINIMUM WIDTH SHALL M THE WIDTH DE TIE SHARED USE PATH. THE YNMY WIDTH SHALL BE THE WIDTH GE THE SHRED USE PAT". M. WHEN ONLY ONE OMB RAP IS NDYDED FOR TWO OROSSINGS (OAGONAL). TYPE C IT. WHEN ONLY ONE CURB RAMP IS RINGWORM FOR TWO CROSSINGS IBACANAL), TYPE C PLACED. A 4'. •ELATING AREA SHAL SE FRONDED TD MANEUVER A WHEMCHNR PARALLEL & PERPENDICULAR A 4'. 4'LADING MEA SHALL BE PROVIDED TO IMEUYER A WIWELCHAR PARALLEL & PERPENDICULAR HMO THE CROSSWALK ROIDUT 001" INTO THE TRAVELWAY. MIS 4' z 4' INTO THE CROSSWALK WITHOUT CONE INTO THE TRAVELWAY. THIS 4'. 4' 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION LANDING AREAS MAY ME" THE OUTiER PAR. LANDING MEA MAY INCLUDE THE DOTTER PAN. FOR TYPE 1, !1, OR /// PRIOR TO PLACING AGGREGATE BASE. (5F MIN.) D. ALL CASES WHERE CURB RAMPS INTERSECT A THIS SECTIONDETECTABLE O - 1 TRUNCATE 0 DOME � 12. ALL CASES WHERE CUB RAPS !INTERSECT ONNA BMA. DETECTABLE OF -1 TRUNCATED DOME a1� 0--2.0 C-L e'-L4' G-C `Z3'I CRAB AT ENTRANCES SMALL STREET FACTORY NB TIf R E FIELD CIJRUWARN At SURFACE S DR HAW CONNECTIONS ME R E FIELD d 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED 1N 774E EVENT THAT THE SURFACE COURSE IS wMrNE SURFACE4REC SHALL CITE A HE MAM BRANS °" 1E MATCH o 0 0 0 o WAVING SABERED SHALL HAVE A FACTORY BMus DR DE FIELD o 0 0 0 BEGlNN1NG AT THE COMPLETION OF THE INSTALLA770N OF THE AGGREGATE BASE. !N THE EVENT THAT THE 4 CONIC. YDpfED AS RECOMMENDED BY THE MAAFACWER TO W1Cx -HOOFED O CURS.RECOMWED BY THE MANUFACTURER To MATCH THE BACR OF GUM, 0 0 0 0 0 0 0 0 0 0 0 0 THE BALK O carte. A 0 GOO 0 0 0 D O D O SURFACE COURSE 1S APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. p 0 0 0 0 0 0 0 000 0 0 7 0 0 000 0 0 0 0 0 0 0 3000 psi MIN. Y l o Y T, LA2DNc RAID w o0000000000000o LAIIDNc RAP � O o00000000000000 0 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. + :� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT / ! '- - N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �/ N c 0 0 0000 0 0 0 00000 IS APPLIED. • 00000000000000o FR o00000000000000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7. PRIME COAT MUST 8E APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 1/ DErfcrASLE wARNNc d YET WARNING d AT BALK O CAB 4" I VARIABLE FULL Work OF RA1P RECOR I ITT BALK 01 CURB I VARIABLE FUEL MTN O RAMP RODR I 0.3 GAL./SQ. YD.). 4" 21-A STONE BASE SEE NOTE Q' 1 PAY LIMITS SEE MOTE tz. ) PAY .1. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WiTH CURRENT 14RGINIA DEPARTMENT OF 7RANSPORT477ON DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME SPECIFICA770NS. CONCRETE SIDEWALK INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL DETAIL 9. ENCROACHMENT. POSTS WALLS SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A NO SCALE wCG2 DETECTABLE WARNING SURFACE o[7r SPEOFICATION VDOY- SM CEKAEOR s -1TTARNIRFAREFERENCECG 12 DETECTABLE WARNING SURFACE REFERENCE ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT A PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE ROAD AND BRIDGE srAwNDs ROM AD BRIpOE srMDARos STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINiA DEPARTMENT OF TRANSPORTA 77ON MAY SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 sHEn 1DE s REVISION DATE (GENERAL, NOTES) D5 BE LOCATED WITHIN THE STREETS RIGHT OF WAY. 203 D5 VIRGINIA DEPARTMENT OF TRMSPORTAr10N SOY 2Dy09 07I15 VIRGINIA DEPARTMENT OF TRANSPORTATION ME CC -ILO GR-2.2A wOrh� " °f CG-2 �I ALBEMARLE COUNTY A� --- a woM a £ARRANGE x: 27-Y," MIN - 28Y{" MAX RAIL HEIGHT A LAWLA T 53 R ; I III STMAN ® _ _ _ -e LIMITS F PEDESTRIAN E E STRIAN NDTEST GENERAL CONSTRUCTION NOTES EXPANSION AM (P,p4H D 4 UPAVED SPACE N" R V ACCESS RO SPACE 1. llf4 ITEM WY BE PRCART OR G/BT N PUKE. f0 �4CC ► Y' x. CONCRETE TO BE CLASS N F CAST IN FLOE, 8'-J" V-J' 13'•IYi S-1&' 3'-IYB' W-E/i' D Y ROOD PS IF PRECAST. ECEWAL OR SIDEWALK C I D �1 f wOM of y 1. PRIOR TO ANY CONSTRUC770N WITHIN ANY EXISTING PUBLIC sDEwALx DR sofwALX SPACE �1 S OAB HAVING A RAM6 O . PAID OR ASS CURB FCLIDED N i I'P (ALONG CUPS. Q CWB( wNi DE PAD FOR AS A K RIGHT -OF- WAY INCLUDING CONNECTION TO ANY EXIS77NG !EXPANSION JOINT ENTRANCE WTTER tl -_- A', ,P ,,, » �: {. THE DEPTH O Cure INN BE DIS M AS MNOI �M- /,VAR AFT ROAD, A PERMIT SHALL BE OBTAINED FROM 174E VIRGINIA c Y�I�DEPT�)Dw�EINCREASED A� �A5 ►.;t►.; RI LIMITS OF PIECE & DEPARTMENT OF TRANSPORTA770N (VDOT). THIS PLAN AS B m ss Rd E NOR TRAVERSIB E ! LESS ROUTE Or CURS HILL CONCDE WITH THE TOP OF A A' •A' DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS a S COURSE„ERwsE° : DEPYK 5"ToOBE e•DASS FONL "4 "}:• OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE 3 B W PEDESTRIAN ACCESS ROUTE DETMLS WITH & FORHIO A DELI N THE BD IN TO DE MADE f -'A ' J J J J J J J J FOR A DECREASE DR M INCREASE N DEPTH D_ ! D. !► REQUIREMENTS OF THE PERMIT SHALL GOVERN. ow LINE 4 WITHOUT UPAVEO SPACE a TIDE2RIS TO SER Es DoON RROA SAYS SHOW IN N IN APPENDIX A OF THE VDOT ROM DESIGN MANUAL, B D.��►.��D GR-2 GR-2A 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL w EN TR VICE WDTH ADDITIONAL RIGHT-DF-WAY IS REGuRED F THE LBRS I,-3- IN TIE SECTION OR 0 URBAN STANDARDS. A- -;A-', 16'-3" POST SPACING) f3'-IN. REST SPMNB DESRHGE MINIMUM I' OF PEDES"BM ACCESS RITE AMYB EXTEND BEYOND EDSiNO CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF EXPANSON HINT ABSOLUTE MINIMUM 12' OR PROPOSED VOOt PfM-O W �5 a DG IF - B WX DYNAMIC DEFLECTION - 3' MA% DYNMK DEFLECTION • 2• VDOT UNLESS OTHERWISE NOTED. EDGE DF PAVEMENT ;• i.�ee.�r, J. EROSION AND SiLTA77ON CONTROL MEASURES SHALL BE ® PEDESTRIAN UNOBSTRUCTED. ESS RROUTEI I� WARE`ONTIN'OIS >, PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION °'•' A� PATH CGCTED. G STABLE. FIRM AY UP RESISTANT DE A ) F CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY FACILITY THAT CM BE MPROKMED. NTERED MO s. HALF PLAN IF PEDESTRIAN e, RAC I SS CLEARING, GRADING OR OTHER CONSTRUC770N. R IF VIDED. NW 4 ROUTES ® ARE BEING '"' II�X� III NOTES: PECURED.A WITH A M .21. C ERS/SLE WDTH R 1 1 WMORIL LOCATIONS SHOED ON PEAS ST I➢NDNF AN 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SECURED WRH A MAR. 2Y. CROSS SLOPE. SECTION9-8� . ONLY AND CAA BE ADJUSTED WING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER. SEEDED, AND MULCHED. WHEN USED N CUE CURS F CE STANDARD ►.�� { FOR DETAILS OF POST AND BLOGKOUTS SEE SHEET No 501.05, x OPTIMA MR 2A METHOD z 0 TONA. MR 2A METHOD CTAN OR CG-T, ME OAB FACE ON MI5 2'-0" /2' WING RESTED FINE USNO MOTIONAL 5. THE MAXIMUM ALLOWABLE SLOPE 1S 2: 1 STANDARD B TO BE ADJUSTED To YA,O f' • FOR DETALS OF FAIL ELEMENT RAI_ SPLICE LINT AID RAL ON BACK OF POST HIE MOUNTABLE CURB CONFIGURATION. ►,• . ►. SURFACE LLL UNPAVED SDEWALK SPICE PARABOLIC P MSOCUTED HARDWARE SEE SHEET NOS. 5O.01 ANS 501D2. R WHEN NESTED RAIL OR ADDITIONAL RARE IS PEALED OR BACK OF Po5, (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, SO L£S CURVE :D' •' RAIL ELEMENTS ARE FWNSHED SHOP CURVED FOR WIN FOR W-2A THE POST SPACING WILL BE B N'. LESSER SLOPES OF 3: 1 OR BETTER ARE TO 8f ACHIEVED. NORMAL W, ER ® A = K 6 BETWEEN 5 FEET AND AD FEET. _________ .:. •°. A•.A .:►'.' BASE 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DiTCH MAY BE I - ALL WARDKAE POSTS SHALL BE MY PLUMB. PQ$T sNAN1 .: •:. ': ' Y' 's :e. se .' �D! ► �D• MY BE SET WITH A VARIATION OF YORE THAN //i PER FOOT FLAIL RATES REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, M.' ° AD 4 b84R VY? WOx TD 0x CHANCE °: ea^ e• : FROM VERTICAL. W$M. BLDCNOUTS AND POSTS SMALL, BE DESIGN INSIDE BEYOND Rb gbRboVP'TR R e SET AND ALIGNED WITHOUT XTERAT16N OR FORCE. AS PER SPEED SHYTHE SHY LIE OR DESIGNEE, IT 1S DEEMED NECESSARY IN ORDER TO I SECTION e C-C ADBASE ALL M- 5AN GE ,HE RSPECIFICATIONS.LSKY e' AGGREGATE BASE CLA55 - IME.SH CONE. ALL NT O No GR-2A RNl VIAL BE YAMNRED Ar A MPH LIRE TEE FAIL[ STABILIZE A DRAINAGE CHANNEL. YPE ISI2E 2B E GNl O 2]�" Mh - 19" MM AS MEASURED PER Ls 7. ALL TRAFFIC CONTROL SiGNS SHALL CONFORM WI7H THE 5.0" 5`-0 A PONT OF oRAL WAXC e•• STANDARD GR-N3. 70 P' 3a1 sH 12Y. MAz. SLOPE 12• ALL W-BEM RAI.S SMALL SE LAPPED N THE OIRECTDN OF VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. FOR aXD AND COTTER DRLr E VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. W IS 2N1 ul 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE FOR SDEWAK WRB ND CU ER a K 4 X YAD IN INCREASE N AOE AT I N W MY NTEflVALs THE OPDOIL OR-2A METHODS w NESTING THE RAIL DR SF 50 6.Y 21:1 11H :. :. ' . t. z x z J x NAKdR DECREASE N SLOPE FOR FIST D•MERVAL AD OF M AAITHOMAL PAL ON THE BRIM OF THE POST FOR 40 5' M•1 Dl BuxT CONNRAENTLY 3 z MMNUN DECREASE FOR SUCCEEDING MIMUA D' INTERVALS ACCEPTABLE ALTERNATIVE STANDARD GR-]A SHALL BE APPROVED BY THE !ENGINEER REINFORCED CONCRETE PIPE -CLASS I1l. PRIOR TO INSTALLATON. 3D 4• un m . SECTION A -A IF CURB IS EXTRUDED Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface It a Base b a Sub -base h a Dp Eustis Avenue 2000 2 2020 4 4 17.20 SM-9.5 2 2.25 BM-25 4 2.25 21A 8 0.6 18.30 Griffin Way 179 2 199 4 4 9.14 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Griffin Court 76 2 96 4 4 6.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Edison Street 146 2 166 4 4 8.51 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Sutton Street 88 12 1108 14 14 17.01ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Belford Drive 201 2 221 4 4 9.50 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 39 SINGLE FAMILY DETACHED UNITS (CODE no) 57 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) ADT: 786 VPD (393 ENTER/ 393 EXIT) AM PEAK: 55 VPH (13 ENTER/ 42 EXIT) PM PEAK: 70 VPH (44 ENTER/ 26 EXIT) Q J L9 ti O zM Cn H N yy � H cc-e M 0P.�-L NOTES: -- W 1. THIS YEN MAY RE PRECAST OR CAST N RACE. 2 CONCRETE TO RE N F CAST IN PLACE. 4000 P51 IF PRECAST. N ' �'L COMBINATION IF3. COINATION CUM WTTER HAVING A RACIM CD ll / O JOD FEET OR LESS OLOIRI FACE O CURS) CURSE DE PAD FOR K RADIAL COIBNAwOR CUB M GI1rTER. N 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. TIE BOTTOU OF THE CAB Y GUTTER N r� euu K COBTINCTED PMAIEL TO THE LOPE TIE ASE COWSES NO TO DEPTH O TIE PAVETpR. S ALLOWABLE MADIN FOR THE USE O CO-0 D BAND ON RASSHO NLASSFCAICA AND SPEED \ CL R TK ROB YANUAHiL N ""SEE SECTION / L_L ON DO URBAN STANDARDS, D, ' rr • D D . D e D . e 9 TIE CONTRACTOR COMBINATION 6" CURB AND GUTTER qe em AROxA GEPASrMIart of TaANSPonrATKN I I I IRADEIS TD BE AB AEI a STREET NNRSAE MENACED AS YANROADWAY ROKWAY (ME NOTE 6) SHOWN ON PVIE) G C OKWTO IE AS / TTER SHOWN ON PLANS) ND WI / CO-e, Isq NOTE n q- SIDEEALLK I (SEA21 EFTYKI ---- I "ANT -� A. I EKPMSIOX ANT EYI ; UO NOTE: WIDTH •NIT 2' 0" OR AS W MNNNE M AY SHOWN ON TYRCAL SECTION— Ail PLAN VIEW YA{IME ROADWAY SLOPE TO FARM[= CURVE OPTED °MAEL D 3oFc CNYFKE m FLOW LER IME -- - -- D MAMLIW POKWAY ---- ---- - --- BxMM. SLOPE CNMCE - -� I D 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION •SUGGESTED YMIMM iLASE RATE MUST COMPLY WiTH OSHA STANDARDS FOR THE SECTION D-D FOR SEAR -ROD BANEfl SYSTEMS CONSTRUCTION INDUSTRY 29 CFR PART 1926 . XV007 SPEfESENCCK SPECIFICATION PEREF R NCEH r `�00T A COY OF NNE GRICNAL SEISED NO SIDED MAWNG B W ME N THE CENTRAL OECD. SPECIFICATION SPEW ( ) ROMAEBRIDGESTAONDS STANDARD ENTRANCE GUTTER STANDARD 6 CURB ROM AD ERDOE STMDIk0.5 ROM AND BRINE STADRDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SHEET + OF I REVISON DATE 502 OS REMSON pOE SEEN T DR 1 SHEET 1 O 2 SEVISDR GATE (STRONG POST SYSTEM) 221 WE O>/15 ViH4 Bin JL+.wIVLN- tlH-Rr°ISH_R'AHCN 502 NRGINA DEPARTMENT OF iRANSFORTATIW OB/1{ VIRGINIA DEPARTMENT O TRANSPORTATION 505 203.03 YOL01 301.04 S. W.� COMMERCIAL ENTRANCE ® CONSTRUCT GRACE GIIFMfS WITH A PARABOLIC CURVE. SECTION A - A CLASS Ai .j, C 'A 'W' •�• CONCRETE r_�•3t_•:;1i•II� W -- J CAS J - > z w Q z - J J THE CURS AND LU - I OM61BK E SOW O LUIL i PROVIDED A N L.L_ �/�i C) Q L// W U Q t I-1 UJ 0 z LLI ROAD AND eRocE "MEANS I ) U l U ('Y' REVISION DATE SHEET 1 O , zotm F_: � M-11 LLI 06 GENERAL NOTES LIB ('V L WHEN CO-R IB USED FOR STREET CONNECTIONS THE ACCOIDAIDt CONNECTION MUST SE DESIGNED N WITH AASRO POLICY ND THE APRICMLE REQUIREMENTS O THE VOOT ROAD DESXN MAYIAL,N211d)C EIGHT L_ F DISTANCE REBARBLENTS. , /� V z WHEN THE ENTRANCE KNOW CANNOT KCUY]DATE THE TIRING REOITEYE n O NRNSPATED HEAVY TRUCK MwTIE DEPTH FOR SIDEWALK & CURB RAPS WHIN tRE IJYHS OF TIE RApSNOLLD DE INCREASED TO T. r J. WHEN 113[D IN CURB FACE -] THE EKE TITS STANDARD IS TO OR STANDARD CGOR Z-3 ME To MATCH THE YOLNTIAE WNB CGD -12 WINE PAP DESIGN TO BE 4. SEE FOR F STANDARD USED WITH -12 FOR. USED _j B. MTONL. ROwLOE MY WMW YAPPING OF A PORTION O BITTER TO PRECLUDE PORDIIG O WATER. OBBOBBOBBI�rr�� Q 1 I 1 ENTRANCE NOTES \J _1 PLANS ARE WHEN FL J 6. CONSTTTON OF A OW IC TO INDICATE LINE 5 SECURED TO PROVIDE POSITIVE DRAIME ACROSS O THE ENTRANCE. 0 O H� ]. MAINLINE PAVEMENT SHALL BE COHSTMICTED To RE N " LINE (OVERT MY SUBGRADE STABLNATON REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE) Y e. RADIAL BIB OR COMBIIMTON GUYS AND GUTTER SOUL NOT BE CONSTRUCTED BEYOND THE WIN LIE FYCEPT FOR RERACEAENT PUREVSES. O I. THE DE9BBLE AND MAK]MM ENTRINCE OWE CHANGES O' ARE LILTED IN THE ALOWMLE ENTRANCE GRADE O 0 LU J TMLE. THESE VALUES ARE NOT APPLICABLE TO STREETU COMDECTYYNS. (� .~-N FIT ALLOWABLE ENTRANCE GRADE CHANGES I CO LEY ENTRANCE VOLUME GRADE- CHNNGE O- DESIRABLE IIAXIMN HOR NOE THAN L500 VPD D x 3 x YEDMM Boo-leCO vPo sax ex Low LESS TNAN 500 VPD sex B x ii JOB NO. 182150 NOTE, ALOWA9E ENTRANCE GRADE TAKE IS HOT AgCMLE TO STREET CONECTOMG METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AM COMWRCX ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION SCALE AS SHOWN SHEET NO. REV W97 14 2UR 0 a ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. Z. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL W N8� INITIAL BACKFlLL j MIN MIN. BEDDING 8 STONE 4 STABLE SOIL ROCK 4 SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 1 INITIAL BACKFlLL 4 MI UNSTABLE s 8" a 8" SAIL MIN, - MIN MIN. #68 STONE \� RANULAR FILL AS a A ' ��- " APPROVED BY ACSA /� _1ST STABLE SOIL OR ROCK S NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 F JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES �lD : Ia t 1 5' 1 1 1 5' 1 1 r WATER SEWER 3 a 0 0 z LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM IN SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER L SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 Tn-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE VALVE BOX W/ LID M.J. GATE VALVE WATERrw LINE 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA. THRUSTBLOCK NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE HIS FIG. W-5 TD-9 151J2' E.3.I.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 71R, SEE PAVEMENT AROUND AROUND CIEANOITT GONER EXISTING GRADE REPLACEMENT (3S00 PSI) REQUIREMENTS .. PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP i KOR-N-SEAL No. S406-10 AWS- • WITH 10 1/4" BAND PVC PIPE SEE BACKFlLL AND BEDDING �45° BEND REQUHLEDDING PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL WYE T BOTTOM OF TRENCH SECTION 'A -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY _ _ FUTURE SANITARY LATERAL ( WHEN INLINE LAYOUT REQ'D) CAST IRON CLEANOUT P V�St.• ` FRAME AND LID = ------� . 3 < . SEWER LATERAL WyE 1 A ACONCRETE 45°BEND COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS i„ eEFm •- e L • • P1 z'ii ��p�y�o� •- , M i SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOLqND VOL. SIZE OF (FEET) CU_YD.CU.YD. BEND L H T 90 2,50 2.50 3.01 0.24 4"&6"45 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.1522 0.1ED 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.68 3.16 3.21 0.48 45 266 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 6 0.32 11 1/4 1.66 2-16 2.67 0.13 90 4.83 3.83 3.42 0.83 t0" & t2" 45 J.33 3.58 2.95 0.43 3 0.52 22 1/2 2.33 2,58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REOUIRED WHENEVER THE PIPELINE : CHANCES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. Z. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. A_ THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG W-3 m-1 •• "W'iL59Q , J/•• MRIE PPE MIA UNG PPPGYCO EWNL FOR USE AL ATTACHED FwILi NnAL MA REOPENOR DUAL PESiGFNDAL 1•"1•H• vD ON SEAS AND wew,naN sRxc¢ :am o SUATD FMINGS O 7. DUAL SERVICE R 1• CWA1E55NIN 31e eA1E PPE G0.PuNG M APPN.V EWAL r TYPE nr so r �erR FOR USE ON DETACH]) SNCIE FAMILY RE90ENT/1 SERWUE MERE N1 RxGARIN NERR rs Nm wovmrD. SINGLE SERVICE NOTE: 1) $FDOIFS WALL BF USED ON Pµ` PIPE. -.-- ^_ _ TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) H- Z I NTS FIG. W-6A TD-10 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION -� NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL T BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD- 27 Top View 6" MINIMUM NOTE RESTRAINED JOINT FITTINGS 42" Minimum CMl!1cati!Of 95X compoaDOD requlrW n Galvanized Steel Beam, W72 z 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. e 4' MINIMUM e A; ° 4" MINIMUM d.° v ' d ° d Side View TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 NOTE( MIN. AD- DIAMETER MANHOL_: REQUIRED, 0 F. ORBR •4FBRE PVC LRa32 AT USE APPROVED FLE%ISLE RUBBER aY � f BOOT. o LEI 'AS%ErFS STIIP COUPLING e 21. PIPE STRAPS ,j... CROP PIPE (STAINLESS STEFLI o SPACED EVERY 2' VERTICALLY •:'.i�i: j1.�:3,« 90' RESTRAINED BENB E n.F. F i >I-E PLAN PROFILE \ PIN. 6' REDOING WITH NO. 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET XXNT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT- S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. & VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10r OR 12" DULMETER DROP CONNECTION, CR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N T.S Fl , , 1-r2 T :-. C W» E 9 L El ;7a Tg .31 01 Q %13 o - i- so 4 E " - �ry0 try � E E E nC.1II o 1 I At JoEo� n�mw I I $ E � 3-E sE F 1ZE \E of 6A 3C w -S ; LAI 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG 84-D TD-31 FINISHED GRADE ITT IT=Tl1-=1 =T1 T=1TI=i_MI7R=T1 T=1TI=-f FT -:-- TRENCH REDUCER d -25DO P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - -- - - - - - a-- ----------- UNDISTURBED SOIL 4 18' MN } PROFILE VIEW UNDISTURBED SOIL -EDGE :e { OF TRENCH 2V MN IF •e REDUCER 6 MIN .. IT 4 ° 44 2500 P.S.I. CONCRETE THRUST BLOCK Er MN - - - - - - - - - - - - --`a - - - - - - - - - - - UNDISTURBED SOIL - EDGE OF TRENCH ' 24" MN NOTES: PLAN VIEW NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • X MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NITS FIG. W-3D Iti tiry^, 18" 6" PIPE SLOT (2 PLACES) ID-7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX \ A, ti 6" EXTENSION NOTES (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED • THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN TIE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINET I ____, _. , SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE. HYDRANT MUST BE EOUIPPED WTH CHARLOTTES- VILLE THREADS WHICH IS QTHE 1 LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 16 (2701 18 2" 7 CU. FT. VALVE BOX 068 STONE 42"MIN �fi' ,ATE -11 _ . . .. i>•%i VALVE -8"X6' 250E P.S.I. CONCRETE •/;; BASE AND THRU57 BLOCK AGAINST •�• UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL 15 DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE. A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE 15 ALLOWED IN SHOULDER OR BEHND THE DITCH IT IS NOT ALLOWED INTHE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEE' HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. REOUIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL HE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG W-4 TD-B ---FINISHED GRADE -11 III I I I II II H- AIR RELEASE VALVE BRASS OR BRONZE PIPE VALVEE CATS DRAIN 7 GRADE IF POSSIBLE I- BRICK SUPPORTS OR SOLID CEMENT BLOCKS _ CRUSHED STONE TYPE SOFT COPPER ORPORADON STOP NOTES- 1 ) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS. OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WA RUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI N-PAL BACKFILL4 LIFTS) EMBEDMENT THOROUGHLY COMPACTED SPRING LINEME HAND OR APPROVED TAMPER OF PIPEMECHANICAL NO. 68 STONAUNCHING L8"MIN6" L EDDING 6" max 4" min OUNDATION (SHALL BE EQUIRED WHEN SOIL ONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 SCOTT R. LINS7 ) Lic. No. 035791 .'t� j!� 4/5/2I FF�� Z O a Z UU an O Z U) � H U) UJ Z IH CC W J 0 V/ ti 0 ZM Cn H N NM} ~ V I N Ui C] W 0'' N _J W W Z _J `6 J 6 > z W QJ _J � H I— 12L 117 ~ LLJ I _J - I--- LU F t� Z`� � U Q 1-� W W I ~ H- Lu z I -y Z C W � J N NW 0 IL LJ (QI"' LJ V O O N = LET U O 0�.N/ DID I MI_ H 0 CID 1 UU a uY JOB NO. 182150 SCALE N/A SHEET NO. 15 I PRE DEVELOPMENT SWM PLAN. POST -DEVELOPMENT SWM PLAN: SCALE I "=100' \ — \ ' SCALE 1 =100 _ \ - ( c p,L1 �v i � I PRELIMINARY STORMWATER MANAGEMENT NARRATIVE:OVERVIEW SCOTT R.. INS-- r �,�-� \�� C /y '� •� ' • / / J _ _ -' _ _, _ � � / - --. li r THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO- r MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILL '✓ Lie. No. 035791 COMPLY WITH PART IIB SWM REQUIREMENTS. NC 4/5/21 ! ' rr\ ` \ _ \ / / r ' r' r r WATER QUALITY SUMMARY THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST �i �S'SIOt,�gl. Fes` R MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING A CENTRALIZED LEVEL II WET POND WILL BE IMPLEMENTED. THIS BMP WILL TREAT THE PROPOSED BLOCKS 12 AND 13 RESIDENTIAL f 1 ,DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT THE PLAN PROPOSES THE BEST MANAGEMENT PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING r 1 O♦�� �, �� �h d \\ ( A r NUTRIENT CREDITS. ( ♦♦ \ / ALBEMARLE COUNTY - / / r ` j- - 1 ♦ �r ' ,' , n WATER QUANTITY SUMMARY /' \ ♦ � � - I . /, �: 1 , THE PROPOSED DEVELOPMENT OUTFACES IN (1) LOCATION IMMEDIATELY UPLAND OF VARIOUS EXISTING \ �♦ MANAGED STEEP SLOPES I\ / / ALBEMARLE COUNTY \ - CHANNELS. WHERE ROAD / INFRASTRUCTURE EXTENSIONS ARE PROPOSED LEADING TO THE NEW _ RESIDENTIAL DEVELOPMENT, ADEQUATE OUTFALLS ARE PROVIDED WITH SUBAREAS LESS THAN 1 /o OF THE ♦ , `�i� ,f' r ��- MANAGED STEEP SLOPES ° I ♦ Q - � v _ -t_ � I ,i ,' iF .� � \ 4 ,. � 1 RECEIVING CHANNELS' WATERSHEDS. ADDITIONALLY, WHERE THE BULK OF THE DEVELOPMENT OCCURS, A L ` r� / / -- _. r 1 _ _ _ /, + \. A I ; _ ; I�, PROPOSED WET POND WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW RESIDENTIAL AREA. . r JJJ��� -_J/' • • / r \ / ( \ L - �.. THIS FACILITY WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE MAJORITY OF THE • ( AI r _ _1 a .`� , \ PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC I �_ 25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEETHEFINAL VSMP PLAN & ASSOCIATED \J .. : \ r I - - I y ( \ ♦ -� \ r , / STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. I _ ZZ J \ ♦ / W# mass PROJECT \\ ♦ . �11j ♦ ♦' •• ♦ �\ \ \ ♦♦ ♦ ♦� ♦ � ♦♦ I \ \\ �♦. \\ \ _Z BOUNDARY (TYP.) 4 \4PRODECT z i BOUNDARY (TYP.) p Lu 441 • ,. \ \ \ ' PROPOSED l ♦�♦I,� \ / \ GREENWAY TYP. \ ♦♦ f \ \ ♦ ♦ " j \ PROPOSED D :` J',' \ \ ♦'• ♦♦ - � , ,_� �`.\ ,% \ GREENWAY TYP.\` �i \\ ALBEMARLE COUNTY ♦♦♦ �, t:`\ i�.j ti\ \ I •� ♦ - " \ PRESERVED STEEP SLOPES • ♦♦ \ �3N .. ♦ •� \ \ • ALBEMARLE COUNTY I _ r L BLC)CK 12 i N ` / / 1 i ♦♦♦♦ / �a j \\ PRESERVED STEEP SLOPES = I 8 ; / o BLOCK io \ \\ .`� ,/ 1 - - / SUBAREA 1 1 / BLOCK io / ?_ �`a ♦ CN=59.0 // \\\ i SUBAREA \ \ 13.29 ac. : \ ° \ \ Tc=0.21 hrs. •� / \ ♦ y 13.28 ac / 4 Tc 015hrs.- �`-�♦ / i/ ♦2 L9 \ *Seattle vrrvr rr�rr I 3 v�'ri ■rrurrurusrnn1�. I / 10 - - - - - - 10 PROPOSED \ ♦ • / I - \ \ — • I ` \ GREENWAY, TYP. L : / ! - -- \ PROPOSED ♦j __ _ / I N U) i • / \ O \ ♦ • / \ GREENWAY, TYP. j�' s B OCI 1 • / / O \ �n�urvry oil LL1 66 • z \\\\ BLOCK 11 \\ `\ ♦♦/1 ROJ CTBOUNDARY(TYP.) \\\ BLOCK ii \\ 11 I / U z w may; i \\\ \\ \\ // PROJKTBOUNDARY (TYP.) LU W \�, • i =11 I \ \ \ \ ♦ I / O UI � z u') Q • 1 \ \ \ \\— \\ \ • : I LIMITS OF FEMA APPROVED — \ \• I :too YR FLOODPLAIN am I / t WA I / ra 1 40/ \ LIMITS OF FEMA APPROVED \ \ ♦♦♦ \ \ \� ioo YR FLOODPLAIN ' \ ♦j i \ 1 \\ \, \ \ \ tl \ ♦♦♦ I LOCATION OFPROPOSED \ \\ \\ \ I \\ #4ROF /I LEVEL II WET PPND \ ® 0 ® 0 i XISTING STREAM (TYP.) \ EXISTING STREAM (TYP. ra GRAPHIC SCALE 0 0 0 100 0 50 100 200 • \ 400 :.�„ J` 'E �' 0 �' 0 \ 0Q ®.-.� j j 10 XISTING WETLANDS (TYP.) r ( IN FEET) \ \ 000 ' 0 1 inch = 100 ft. ® — \ \ ® I I _ General Construction notesfor Stormwater Management Plans ® ®1 _ 1. All dams and constructed fill to be within 95%of maximum dry density and 2%of \ — 0 - - 1 optimum moisture content. All fill material to be approved by a geotechnical 0 engineer. A geotechnical engineer is to be present during construction of dams. \ Q 1 2. Pipe and riserjoints are to be watertight within stormwater management facilities. - \ ® \' 3. For temporary sediment traps or basins which are to be converted to permanent - \ 0 0 11 stormwater management facilities; conversion is not to take place until the site is 0 l I stabilized, and permission has been obtained from the County erosion control \ 0 �� �1 inspector. \\ \ \\ \ 1 \ \ 1 \ LIMITS OF FEMA APPROVED loo YR FLOOD PLAIN \ V A vv \ \ \ EXISTING STREAM (TYP. 0 05 GRAPHIC SCALE \\\ 000000011, 100 0 50 100 200 \ \ 400 \ 0 - 08� ( IN FEET 00 1 inch = 100 ft. v ®® � � l �`— 0 1 � 1 Q < <Y LLJ LIMITS OF FEMA APPROVED Y ioo YR FLOODPLAIN w >Q 1 Ul / '-' O O� 1 W LA 1 PROPOSED LEVEL II WET �N-I POND TO PROVIDE STORMWATER QUALITY & QUANTITY TREATMENT Y �z J �11 w 0 PROPOSED CONCENTRATED OUTF®LL #1 (TO POI #1) J Q m (D J 0 I C) J 1 L�--------�_�---� O I --I 0 N = XISTING STREAM (TYP.) Ow O J w ©� d 1n JOB NO. XISTING WETLANDS (TYP.) o 182150 SCALE 1 6, PROPOSED FLAT VDOT CLASS II COARSE AGGREGATE OUTLET 1 rr=100' PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT. ,\ FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & SHEET NO. a i \ 1 ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" 16 NE (TYP.)�_ -REAM any /i CD SCOTT R. LINSZ U Lic. No. 035791,a - A4/51 21 PO -- - - \ \ L x v0a --- vOV _ I I �+ 3 I '• c 5 O� \ - \- 3 / < L0 - — - \- Sy / I 39 X I � � ; , IN, o I LIP AA M � BECFvo vy - If L T 1 - X x UBUCR� °qo . / I ` r _ o I � / Z - - - -- O z a _- - - o I— - V ( / �( R9 / 0( Elf PROPOSED STREET ( O 4 vdN TREE (TYP.) I Y.10 'C \. 3II LLk X 6 'C X / Y. I O� '( �ui 01 / PROPOSEDSTREETNi _ I I a 3 z 31 1 X � _ _ I z p� _W a\ VOA m * i PROPOSED STREET TREE(TYPJ \ \. -W w f tE x 7i E� o „ 11 O�SO oe�e _ - _ �, ` HOC 1 g6 A" III ,��'. \ 15 — Y _ - O Y.p� 9k _ 9� .' _ PROPOSED 15' *' LANDSCAPED BUFFER 0— PROPOSED i5' `o ti O X \ 89 9° 9 LANDSCAPED BUFFER — /)4 I ch I__, EXISTING STREAM - _ ` \\ \ \ \ .� VO \ ') X (� �O a X / X \ 9a x O� \ \ 1tD 0 oA \ MAT H I N E - S E SHEET :L8 w , in ® PROPOSED \� 6 ✓ TREE(TYP.) 8 Y. y _ i �Oa \\ 2J a� ��5.�\S PUBL�CROPO i * _- - -- - - - - - - s X 1 \ /Lu IN III i LIMITS OF GREENWAY. ` 0( \ X i rt " �,>� * J I I FUTURE PUBLIC GREENWAY TO BE ` ` � � Y' � � -' � � I I _ _ �I I W 60 r EDICATED TO ALBEMARLE COUNTY ` \ � y` — I06 AT TIME OF FINAL SUBDIVISION PLAT, _ _ _ *.. \ PER PROFFER #z OF ZMAzoi8000ii \ vp z � � � � � � � I � z ; / \ t s1 X / 0� a p( W J PROPOSED 15, J LANDSCAPED BUFFELLJ \ �.O 6 ', � Lu O (� ., X — ` �/ z 1 -� Ob \ \ Od , %mid �. d \ b * X PROPOSED 3o' REFORESTED/ PROPOSED 3o'REFORES TED/ %REPLANTED BUFFER l REPLANTED BUFFER / _PROPOSED STREET TREE (TYP.) O� I`" 61 �06 vo� I �0A I I 59 I 58 I I 1 I !J __ 1... N _/ X i X y o�y a PLANT SCHEDULE: SYMBOLI BOTANICAL NAME COMMON NAME I SIZE JQUIANI CANOPY TREES ASL ACER SACCHARUM'LEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 18 INS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 3 UAP ULMUS AMERICANA'PRINCETON' PRINCETOW ELM 2-1/2" cal. 17 QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 122 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 10 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING' DOGWOOD 6' ht. 12 CD CEDRUS DEODARA DEODAR CEDAR 4-5' ht. 36 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 44 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA 6' ht. 43 PT PINUSTAEDA LOBLOLLY PINE 4-5'ht. 24 CANOPY TOTAL 254 4572 181 543 535 9095 419 51118 124 1240 124 1488 143 5148 16 704 113 4859 207 4968 TOTAILI 83735 PROPOSED STREET TREE (TYP.) Q z = J U , NOTE: ALL LANDSCAPING WITHIN THE STREET (� , RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE Q u ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY PROPOSED STREET z TREE (TYP.) FOR A STRUCTURE IN BLOCKS i2 & 13.„ Y \ z Q w \ �- PROPERTY BOUNDARY(TYP. j ' \—PROPOSED GREENWAY(TYP.) . GRAPHIC S I E f 40 o ao 40 P^ \ ( IN FEET ) ulU) ry r� W 06 z w fV 10� ,--I F_ JH Y LU O —I J � m Q 0 J 0 p J N Y u 0 F- O F_ 0 LPL W x < a m 17 JOB NO. 7, 182150 SCALE 1 "=40' s SHEET NO. I inch 40 fL. 17 5 PROPOSED i5' O �O 91t 9 x `N G9 x LANDSCAPED BUFFER PROPOSEDiS' LANDSCAPED BUFFER I I \ \ 1 \ - i - — ±_ PROPOSED STREET I X I 95 v i - x 1 aw - - - _ SIX '0 1 'I DOUBLE STRAND #aa GAUGE WIRE WfTH RUBBER HOSE &TURNBUCKLES /. x•x' HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP I/3 OF BALL AS SHOWN / SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UPTO 4" CAL. SHALL BE STAKED. TREES 4' CAL OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED,#aa GAUGE WIRE WITH HOSE AND TURNBUCK LES. LOOP HOSE ••• AROUND TRUNK ABOVE BRANCHES - S SHOWN, FLAG WIRES WITH L I" RVEY TAPE REFERTO SPECS FOR DITIONAL INFORMATION. llli AMENDED MIX ~� COMPACTED SUBG E voI 1 11 - Tree Planting and Staking Detail 21 - - I Not To Scale i x '. Vol 1 \ NOTE: ALL LANDSCAPING WITHIN THE STREET RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE I \ 23 J \\ ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY v - I zti VO / L W - i - 1 � BLOCKS 12 13. GR`p5 N RIN Po YN PROPOSED STREET TREE (TYP.) pR�P 54 pUB��G x x J 1 - - 3 \ ti `N x01 0 1 1 / / a l Evergreen Tree Planting Detail IL/ / \ �O 1 I Not To Scale - PROPERTY BOUNDARY (TYP.)J / \ \ f 3 m U pS 1 \ f i 7?dm 1992 LL o +� \\ PROPOSED STREET \ x I I 40 TREE (TYPOF 00,.) V 1 PROPOSED fTREET- VO E 1ro 1 I vp�\ v / 1 VOv \ - \ \ I \ zo ROPOSED GREENWAY (TYP.) \, / 1 °� x •, �\3 \ ` EXISTING WETLANDS (TYP.I \ v°b I — EXISTING STPEAM /°9 I \ LIMITS OF GREENWAY. \ FUTURE PUBLIC GREENWAY TO BE / \ EDICATED TO ALBEMARLE COUNTY ATTIME OF FINAL SUBDIVISION PLAT, x PER PROFFER #2 OF ZMA2018000u \ x No \ PROPOSED STREET \ — \ TREE (TYP.) \ ` ` EXISTING STREA \ LIMITS OF GREENWAY. \ `� \ FUTURE PUBLIC GREENWAY TO BE EDICATED TO ALBEMARLE COUNTY ` \ ATTIME OF FINAL SUBDIVISION PLAT, \ PER PROFFER #2 OF ZMA2 2800012 ` I GRAPHIC SCALE (Q)Q S 40 o 20 40 80 \ Q\ ( IN FEET ) - 0 1 inch 40 ft. (rll i = ` vli x p \v 10'( VOv a1 \� \, PROPOSED 15' L NDSCAPEDBUFFER / �x C OO 0 SCOTT R. LINS'Z > Lic. No. 035791,E 1 'c 4/5/21 z O J TREES UP TO 4'CAL. SHALL BESTAKES STAKED d r WITH TREES OF 4" CA. OR OOD LARGER SHA TREES G WITH 3 EQUALLY GUYED WITH 3 EOUALLV SPACED, TWISTED, SPACED,TWISTED, Of (n DO AND TURNBUCKLES. LOOP HOSE AROUND Z W :D TRUNK. FLAG WIRES WITH COURVEY TAPE. 17 lA J REFER TO SPECIFICATIONS FOR Q H FURTHER INFORMATION '7; r z lu V / GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE 2"K2" HARDWOOD STAKES, ALIGN Uj TOPOFSTAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP .13 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4- MIN. DEPTH COMPACTED SUBGRADE ti N W O N FENCINC AND ARMORING DRIP UK SNON i .it i I :�:r41D11111� I,1 am 00 IILI�I'IIII ! IIIIIfI I I lit IIII III �I O I�1111 PON 00 p�pl Ilyl\I 0 .. �I�SO IXAFO FENCE �'. ©go CORD FE14CE CORRECT METHODS OF TREE FENCING \� CORRECT TRUNK ARMORING 00 TRIANGULAR BOARD FENCE Source: Va. DSWC Platc 3.38-2 III - 401 otrnD of Alhrmarl Ca¢rntlfon Ylan Ch<dJlsl 'lo br PlacrJ onL ndscapc l'Ixns (l lnralb.wk PP III I&l ltt T9i list u:mll t.p ihadiou.) I TI f n n -t I nh<awan an fAe.an: fl T I ry a, a ® L I I IommE( li Mddpnno of uru to be aevcdl: � L li Wrvpe fp utmuve fmd�; � UrWecnmlp<r mywrv@tro<wclle ar walla; Propoam tn:ocNrgttM1mndinE beyvmddvf lirmn ofdem� f. Me'K ' Q All IrtCs to he mvm shell be mmkal with print or nNwn d a hcIRM demly iaible w egmpmmt agerehna. fl H Er jd slW i h�:n imel Te Iree InaR b bem inrpcmm and app m by a Coumy hrNucnn ). ZU.4.auujuuLLghLuu, fl T P mien and anwcuon mammra ands m r<mewea w,ln In<cnno-ufar rm the. I. E. In OOye flan and Swrade. It -rq Pm.mL..tut War vaRc and mmep<of cmwwAov l�ufcridaincluSvp aoil.vheR m[be pamillwl wiRw Nc daiplwa of tree I w �I S. 1 II Lwdan.nd N.rnm'ater Detenlron Uevkaa: fl Sud devims shall nm 1da ,WR '. to N, r.mFl— fl Flm are miperm nm smtlw loofM ofthe dnpme oflreea towuved. T. Texk\I I bat: ® I ti I 'da alwR lwl be awed within too fttl ofWc driVlhw of lraawL<uvm. R rrsu ht I bn: fl T �on<rdWnm mWnaO feet efapropwed bwlding orgmdnp acN.iry shall hpratald byt inR. fl f gnl{.M1W UCIn IdaIXMdYlndl bC lNPeClm and tlPPN\m bV tl(blmf)tY.prewr PnOr 10 E1gdI11B nr QlnrWYllg1. 9. 1 Ndh: fl ohm lhoXrourW lcecl trout be tdaal willdn the driplitw ofalnz le xae.ed etree well aludl be providedoM acen+trucNon devil auhnuual for nfgxovd. In. rre<w.fic fl u'nm am Ero,ma lead mmt lro lawmme �wmin dw mrpir�e alr<ew Ne aaam.atme wau ewelx pwaiam:amamnrtrMenn email wbrmlwd fm apprmvl. 11. Taerchlm a.d Twndlwm fl \1'hm rcmldii�is required witNn the limits of clmnng. it Nell be Mee ar far awry frmm Me mmis of'tmeamptmifie. Tannelinp nmler a large rroe dull be omlaMved m an dlemM.ro avlun it is mmipmM Ihat necasxry Irawhiip will darcery feeler mae Id_ NC ® I'mlMwe remnpalWl tithe lslilrnuranmed dunrig the Rrul clmlup 13. DaaaM Tr,: 0 tamaKm haws be frcaled immediatdy by pmldop, fabnamran morhermdhctla racmmrerWed by atrm apai L NOTE: RIS THE DF. F.LOPF.R'S RESPONSIBIITTV TO CONFER Wm[ME CONTRACTOR ON TREE CONSERVATION REQLIREMENTS. 4/5/2021 rucTRAC'T (DATID 5111m Vq<I n11 Q 0 �' z f` O M Ln U H N � M j r� N Cn CD W Cn N I --I NLu J W w Z J °6 ` s J ` zT zi W Q Q H a- Lu F-- LU -j O � z Q i Za = J Q U < U � W Y ~ z w z Q I I UlU^) � vJ � JJ t l� w 06 Z wN fV F- r� I— F Y JLU w U O —I < Co (D 0J CD F� N = Y U O W O J H 0 co Of Dud � w F w d n Z JOB NO. 182150 i SCALE 111=40' t ( SHEET NO. 18 t