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HomeMy WebLinkAboutSUB202000141 Plat - Submittal (First) Preliminary Plat 2020-07-27GENERAL NOTES OWNERS: TMPo4600-oo-oo-oi9B8 CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi9B8 D.B. 5346, PG. 256 iig.69 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2oi800m WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2016 BY BOS WITH CONDITIONS. TOTAL PROJECT AREA: 04600-oo-oo-oi9B8 - iig.69 AC. (PORTION OF) BLOCK 16-iim AC BLOCK 17 -17.i8 AC TOTAL = 28.29 AC PROPOSED USE: 104 SINGLE-FAMILY DETACHED UNITS ALLOWABLE DENSITY: BLOCK 16: i9 UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 17: 31 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK 16: 58 UNITS BLOCK 17: 46 UNITS REQUIRED SPACE: Bi6 Biz CIVIC/PARK 1 GREENWAY OPEN SPACE BUFFERS 1 TOTAL GREEN SPACE o 1 i.8ACRE5 I i. ACRES I o.o ACRES I 3.iACRE5 0 1 3-3ACRE5 I 3.8ACRE5 I o.2ACRE5 I 7.3ACRE5 TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 10.4 ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o i.z ACRES o. ACRES o. ACRES i.B ACRES o is ACRES 7.o ACRES o.S ACRES 8.6 ACRES OPEN SPACE PROVIDED: Bib Biz TOTAL BLOCK 16 & 17 GREEN SPACE PROVIDED: 10.4 ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES / 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK ig FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io' MIN. & NO MAX. GARAGE SETBACKS: i8' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2019. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (i) PHASE OR ATOTAL OF (2) SEPARATE PHASES. RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5io03Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY So'ALONG THE ROADWAYS. LAND AREAS: OPEN SPACE: 10.4o ACRES (36.7%) LOTS: 9.95 ACRES (35.2%) ROW DEDICATION: 7.94 ACRES (28a%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 258,66o SF BUILDINGS, PATIOS/DECKS: 194,o6o SF DRIVEWAYS: 35,070 SF TOTAL IMPERVIOUS AREAS: 487,790SF (n.2o 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 iA. TOTAL PROPOSED UNITS: 104 TOTAL PROPOSED AFFORDABLE UNITS: 16 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. BROOKHILL -BLOCKS 16 & PRELIMINARY SUBDIVISION PLAT RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA BOUNDARY I I I 1 � 1 1 � o J OO i / o �� � ✓f �i � / � �Lo1� Loi rr d4r 'r lot rVr /l - %� / i �T , �T ; BLOCK 16 ; /� 9 Q�74T 'i r Lor om f® LOT\Lo I ���/ \ r I LOT +' PROPOSEDGREENWAY \ ✓ / P, OPEN oT / A SPACEL, ,� �oT ;�/ LOT 17 ROJECT OUNDARY OPEN . :\ '�...—R. `-- �. SPACE FUTURE ROAD T SE EXTENSION (UNDER DIFFERENT SET OF PLANS) i 14' � LOT LOT PROPOSED GREENWAY I � /l01 LOT r O.•,� LOT / i LOT Lc- A / e r OPEN �, � ae<, / q"i ;%i �.� °o; �ReA�p � _` r � LOT / SPACE iLer a n ( �I r 51 v. J T -- I I I I I \ SHEETiLAYOUTiDEPARTMENT O PLANSCALE. 1" = 100' ENGINEER ENGINEER INSPECTIONS ARB VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 2 COVER iA PROFFERS iB PROFFERS 2 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 ii GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 23 GRADING & DRAINAGE PLAN 24 NOTES & DETAILS 25 NOTES & DETAILS 26 STORMWATER MANAGEMENT PLAN 17 LANDSCAPING PLAN 18 LANDSCAPING PLAN 20 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB 771 PROPOSED ASPHALT PAVEMENT L _ _ _ _ _ _ EXISTING VEGETATIVE/LANDSCAPE BUFFER ------------ GREENWAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING ------------ 200------------ EXISTING CONTOUR =00 PROPOSED CONTOUR 506.71 Tc 506.21 EP PROPOSED SPOT ELEVATION 7BC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw s06.21 ew PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 OO OO O0 100 YR. FLOODPLAIN I:,I»:Ze]%1�.� VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE SCOTT R. COLLINS2I Lie. No. 035791.a Cn � M C� L Cn N co N CD N N N L' > w J J VJ LU F_ �0 I f Q U �1pLU ' Y Ul LU ZLU � U) J~ w JQ O N o c J z O N m o ^ 0 0 0 n �I 0 n M W 0 0 V/ 0 �/ 0 LL c o z 0 o �I n J o W QC 0 LU 3 > O U U 0 1 ` n rl °' a 0 06 0 a r1 ` c0 U Z w w z CD U z w O z J J 0 co U 0 J0 I-1 � Y U X O O w 0 J � wm w E w = a v1 a JOB NO. a 182150 0 SCALE o a 1 "=100' N C O SHEET NO. n m 1 TH Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; 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 turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section g P 8an , gn section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven Y rtY 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 es including but not limited to for sale units rental units J 8h variety g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Affordable HousingUnits. 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 upon written notice from the Owner that the ) daYP period shall commence P units shall be available for sale. This notice shall not be given more than nine 90 days prior () g 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 g 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 (11) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, 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 P 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 for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 4B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tern, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g 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 in lieu of ConstructinaAffordable Dwellin�Dwellin�. 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 (1000th) 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 hi -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, (collective) referred to as the "In -kind Y Contribution"). The In -Kind Contribution amount shall be $28,336,662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first 1 CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( h g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY , P P 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 SCOTT R. COLLINSZ Lic. No. 035791,1, Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally, The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds Road Railroad 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 zo the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County a has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP gn P ) a Owner shall be relieved of any obligation to install a traffic signal. 93� v En Co 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 W property: p J a m F- A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's ,,HA w design standards for a Class B- type 1 primitive nature trail, shall be established within the V l Greenway as described within the Code of Development. The general location of the Trail Network H 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 W 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 c however, that Owner may reserve in such easements, rights of access for grading, utilities and w o 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 o N 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 � P J [Ji for Parks and Civic Spaces as described in the Code of Development and generally shown on the P P g Y Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance ti co Z Page 4 of 11 C'7 C Y) O N ~ M L N Q CD 6' Services Department. At the option of the County, and in lieu of the construction of a school, a public park N W N may be established by the County on the Elementary School Site. ' ^ v , Q > 8. Public High School or Institutional Use Site. W Within one year after written request by the County, the Owner shall dedicate to the County, by General J Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or J such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly- > Z 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 W C or warranty as to suitability. L G �n ~ O w 9. Historic Resources. W LL. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the Q = LL. 0 National Register of Historic Places. Owner shall address any adverse impact to this designation U l 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 W cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County 06 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 (honer or by any of its U) licensees or successors of the Woodlands Cam located in the Greenway Area and identified in P Y the Phase I Historic Resources Stud for the Project. Y J W U) ThisProffer m n m x in number f h f which shalloriginal Statement t a be executed an umbe o counterparts, each o w c sal be Y Y IP W and all of which together shall constitute but one and the same instrument. � ! 1 U) O JW [Signature Pages to Follow] J J J 2 O OO N O 0 U J F H V 0 ~ Lu Page 8 of 11 a w m JOB NO. 182150 SCALE N/A SHEET NO. 1A TH W PHASE III ROADWAY IMPROVEMENTS- ' PHASE a \ PHASE II R O W YIMROVEMENT S E INTER IMPROVE AD A Z O MPROVEMENTS / O PHASE I ROADWAY IMPROVEMENTS PHASE IV INTE RSECTION ON � Aro TUTS IMPROVEME / : w / NTI(5A� I 0 t W % � wwGAouxDS Row/ _ . E� f Dw. REE Rr' PHASE I INTERSECTION PHASE IV R ADWAY ' MPROVEMENTS IMPROVEMENTS 6UR BROOKHILL TRA C PHASING PLAN C , rt UpF M bnPv *-RcfJ. qSy \ _ 000190, � AO �\\\ I- ; �, - �. \ ).\ ♦ CRO55�ALK DESTR)\ OR \\\\ _--e Cl PROPOSr� VDOTR0UT 9\\ o \ l" BAPRr MENTS-SWM P(N! 0: ..ppROPOSEDSTgE�T�R \ \Y MONG CONNECTOR RO� \• �� z P SEO LAN F AL GCONNEfT�ORR�X 5 it1 ��) CIL f ) PROPOSEDP I PATHIIIAVC E " Y Y Y--c-J•--� \ N III \ I \ y. PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS CONSTRUCT(.)NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WDH B75OF STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM SR' OF STORAGETD 20e OF \ STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (0 LEFT -TURN AND (d RIGHT -TURN LANE CONSTRUCTANEASTBOUND LEFM1TURN LANE ON POLO GROUNDS ROAD WITH25R FEETOF STORAGE INTERSECTION 3 • OA RIGHTIIN /RIGHTAU ROADWAY E TRANCIETOROUTE2S • CONSTRUCTANORTHBOUNDRIGH TURN AN EON US 19 WITH xoR' OF STORAGE. PHASE II INTERSECTION IMPROVEMENT S INTERSECTION 4 OTNORTHBOUND ROADWAY TO PROVI DE U1LEFi TURN IANE I (TED MEDIAN T LANE • RESTRPROVIDE PAINTED LEFT -T PROVIDE WESTB OUND LEFT -TURN LANE ONA OFSTORAGE. BOULEVARD WITH IPEOFSTO AGE. _ RESTRIPE EAS TBOOACH TO FROM • BOULEVARDAPPROACHTO PROVIp (s) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROVEMENTS INTERSECTION S CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE (x) LEFT - TURN LANE AND (.) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAYWNHx&OFSTORAGE WITNESS the following signature: OWNERS oo�F fTax Map Parcel 04600-00--00-018AO: By: e"f 9l / /4 ��CHARLES R.//31A GH�l7 By: �"rAtQ_Y�cIUl #*.s,.#. lYV-OLW - IZABCTH ANN OGL BYYHH IJGH Dale: %I g' rZ a 111 17 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , CHARLES R. HAUG�USTFE By: C DOUGLAS B. OGMBY, TRUSTEE Date: 5- W—/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-001 CROCKETT CORPORATION, a Virginia corporation By: Q= .. IY- Yin. •�%�Io�., C Ann O. Haugh, Its President Date: " SA tot 9 Page 9 of 10 '�/ /hq:;' ;'4/ NOTE: POLO GROUNDS ROADWAYANDL / �/ j..... SHOWN IN THIS EXHIBIT IS MRILLUSTRA FINAL DESIGNAND LANE CONFIGUMTIO / + ROADWAY IMPROVEMENTS WILL BE IN A, APPROVEDTRAFFICIMPACTANALYSISAI CONSTRUCTION PLANS FOR THE ROADW PROPOSED SALAMANDER CROSSING (3 TOTAL) 29NVERTED RETAINING WALLOD CULVERT HEAUWALLSYSTEM PoC0 - t I ^� L SALAMANDER T N U NEL 15 THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i • • � � //AAA', vY� 1Ir i i i HPROPOSED ELEMENTARY SCHOOL 1 I FIGURE E: om :..ILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: QJAAi C9 zd64449, /— AA -I AnnO. Haugh,' Its President y Date: «y V., '.2,019 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation Ann O. Haugh, Its President Date: %!21L 5; ao t 9 Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-001 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00104600-00-00-01800, 04600-00-00-019A I, 04600-00-001 04600-00-00-019B 1, 04600-00-00-019113, and 04600-00-001 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1D, IH, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors; waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED b the Board of Supervisors of the County of Albemarle Virginia, that upon Y P tY r8 P consideration of the staff report reared for ZMA 2018-11 and its attachments including the prepared 8 proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 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 uro, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup rsors ft Nay Mr. Dill Y Mr. Gallaway _ Y _ Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHH.L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, M ger By: AndrevffjoFGinty, Its President Date: S 23/2o raj BROOKBII.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend MI'L Manager By: Alan R. Taylor, is President Date: �rW I q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and P Y P , 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 9 , 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 b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. PP P P 9 NOW THEREFORE BE IT RESOLVED that the Albemarle Count Board of Supervisors , Y P hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countolpervisors Ave Nay Mr. Dill Y Mr. Gallaway Y _ Ms. Mallek Y — Ms. McKeel Y — Ms. Palmer Y Mr. Randolph Y SCOTT R. COLLINSZ H Lic. No. 035791,1, W CD I— N_ N iz W IN N N in w J I..L z 0 llo-ooll 1\—I W V / L_L z 5�I LU J/ U) Lf LU L.L. LL 1 � 136 TI 0 co �I Y J ti u r w C1 LU a (=n JOB NO. 182150 SCALE SHEET %A o. 1B H pF � /JET To 13 E SCOTT R. COLLINS'-, Vf LiC. No. 035791 n - _ BPROPOSED TRAILHEAD ACCESS B _ Q �- UL r� 4 Rb PROPOSED ASHWOOD BOULEVARD CONNECTION �. i" �- ..• '- THO +at ENT �1 RNR L£ S i? Fp 29 cv Z z z ._ �o ��SSIONAL Q' �y. _ rn LLJ Z E�Ol� PROVIDE PARKING, AN FORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO FOB R MORE INFORMATION ONCREQUI REQUIRED BUFFER 4 / C \ ' r, c' W a m g ACCESS THE MULTI TRAILWA \ SHWOOp 90DIVILB -USE 7 \ \\ '/ cy 3 W `: LI n -'' U� Z N w ST LAKES r v l7 a Ix o =NEIGHBORHOOD T \\ ` J I `� 4 L� Z ROUTE zg I `:. -: SWOO C E r 1 i PJZ SP ,I SITE IJJ x IMPROVEMENT SWM FACILITY #3 .M.468S-x COUNTY OF RLn EMARLE OPOSED C) F is ' 30' MIN. NATURAL BUFF R , y u PRIMITIVE TRAIL WITH w- ' --� - r ( 1 J R70 ROg7C(q O Z w z U ,,, �( „ CONNECTION TO FOR LAKES NCO GROLINOS ,�, cb < O PROPOSED -, ( R) �I �� I°� ALBEMARLE COUNTY - - \ RESERVED STEEP SLOPE OQI L ROAp J Q r/�. Z _ a PRIMITIVE BLOCK 1 TRAILWAY 3 I j�l �:: (TYP.) O, U N ° U n m I�I' TRAILS (TYP.) q VICINITY MAP: SCALE: r = 2000' 1) o DEVELOPMENT # w- + �� O' B AN COURT 3 1 \ 0 Zd O o GENERAL NOTES ' AREA(TYP) Z� ~ z ` ' z <, 1�� 1 w �" OWNERS: TMPo4600-oo-oo-oi800 TMPo4600-oo-oo-ox8Ao -1 < > w BLOCK 15 ,�^ `—_ ��� -, .'. In � '' 1 6 HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. � O '/ 435 PARK ST 2575 SEMINOLE TRAIL > T.M. 6-x86 N •`. --- lJ CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 HORNE LAND CORPORATION - � '--.� :< -, '" `, L OE \ ; -. � j � - L ""€i) :u:.. , � r , OPEN SPACE - - !� �L L % TMP oy600-o0-0o-oxgoo CROCKETT CORPORATION w � W \ - - �� �_ '', `• t ' ---- ' �� i (TYP.) " ! - y �c C,'r _. �QS� �� CIO HAUGH &HELVIN 435 PARK ST CHARLOTTESVILLE, VA 2z ox 9 2 z p in PROPOSED CIVIC SPACE- /P \ - f , r t BLOCK10 g:'' BLOCKI2 m, EASTERN POCKET PARK _ O*j / DEVELOPER: RIVERBENDDEVELOPMENT,INC. O O O - - .., a<. :( BLOCK 1!} "' „Y�Iry , .s ,. _ EXISTING ioo-YEAR q �� I ,,,,, (COCA TION TO BE DETERMINED AN) ' WITH FINAL DEVELOPMENT PLAN) : F _ �`I _ - 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 W w W cc v z FEMA FLOODPLAIN(TYP.) - --- - �� \,� iE z -� -- - PROPOSED VEHICULAR 0 ENGINEER COLLINS ENGINEERING Z z z g BLOCK _ 9 / _ t, .; - _ PRO I ,, INTERCONNECTION ACCESS - Coo GARRETS IL SUITE K LE, V zzgoz CHARLOTTESVILLE, A z z 0 ¢ z a� O O v H rl O o - _ _ _o' E J / I, - " OOD H 61J MIN. NATURAL BUFFER O `" F 1 z Ln N ROUTE z9 ,: i%> , , , R DGE NEIGHBORHOOD i O TAX MAP & ZONING: oy600-oa-oo-0x800 oy600-oo-oo-oi8Ao 04600-00-00-03900 w I- _ IMPROVEMENT ii PATHWAY \ \ `., '�_-- `,' s - d - ��� i i U" `a„ Y OPEN r-,, Lam~ ' O D. B. 733, PG. 6go D.B. 1333, PG. 45o D.B. 73x, PG. Ego vi I --I w ru 001 Ov f a n f'—! '. f� �- - - R PO D. IVI SPACE �. 'k SPACE ` ='' / ALBEMARLE COUNTY ` f�J�j ` ! J % R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-a RESIDENTIAL LU O z °C w w z ail _ -- r" (TYPJ BLOCK 11 GREENWAY l % _, . •'`s.,•„° ,.' - MANAGED STEEP SLOPE (TYP.) J F `L4" `�� T OTALPROJECTAREA: og600-oa-oo-01800 - ya55AC. 0 z a z cJ ROUTEzg IMPROVEMENT ' ;€ (TYP.) 1 ✓ ` '� °°�, _ 'f- W 04600-oo-oo-oaBA0 - z7.z9AC_ 04600-oa-oo-oxgoo - 207.66AC. S d g a z 0 I SWM FACILITY#z I' li.,...----" -,. GREENWAY GREENWAY JZ < ! °_, ,. `� ` (TYP.) BLOCK 18 - % EROPO G �, J r i - O z77.SoAC.TOTAL w w�� 0 (, ---- UPLAND �. v .�' CzEV PROPOSED 5o' BUFFER, I' PARK - / ) .°°� ;, °aa, �...\ ,. - n "' �a. S �r PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT �i Tii cc z - Q AROUND VDOT STORMWATER ' MANAGEMENT POND � " "',:, -" '--- -,, _ \ X! ,." h'x , r_''�-�'' / "; ,''.+ ` '�.., C % -- � ` "' EXISTING ARCHAIC WOODLAND � = ���, �°, � y `� � CAMPSITE / " '%� _ i ' DEVELOPMENT 5.' AREA TYP- AREA(TYP.) � \,f,\CND � \�, \� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARYxoi z 1 J i °a . I..L J I 3'.. �® BLOCK I6 BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH ], xo15. p N 'K _ •a°aa - �j. (� M 7 Z _ - - �.r DATUM: NAVD 1988 C7 z o O "'""'--•...s„, -�' ;.. \��\ EXISTINGxoo-YEAR } v ° . - EAM BUFFER (TYP. e°. °.a r \ FLOODPLAIN (TYP.) �—! -_ S UTILITIES: COUNTY WATER AND SEWER C3) N O BLOCK O ,1 \I' '--' �-�-" FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28a❑ u, v, ,0 ,o +o U. \J PROPOSED RIGHT IN -RIGHT OU - min 4 Z - - \, ,' __ 1 1 BLOCK 4 ,`. `� ' ,'• -- I _- ��'� `� ;/,,LR - _� DATED FEBRUARY 4,zoos. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE INTERSECTION IMPROVEMENTS. w SEE BROOKHILL TIA REPORT j � 4 '� ` f `. \ • r;;. , ; TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLE COUNTY , '� �� �' i ' \ ' / ` ,� i - �- /--- _ ' PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM THE PROPERTY. 0 o 0, 0 + 0 0 M o ly I r-1 FOR FURTHER DETAILS: o CONSTRUCTED 1 _ " M ONTGOMERY RIDGE EN .PRESERVED STEEP SLOPE BLOCK 5 ,� \ NOTES: N 0 L11BOULEVARD BOULEVARD INTERSECTION OF MAIN STREET AND (TyP,) �,_ IN MAIN S � THE NORTH/SOUTH CONNECTOR ROAD L' " :� BLOCK3 f � , ", NEIGHBORHOOD 1' 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREETCD CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. rn m Z I f �r ) f f OPEN ��s � 3f< <� � �� z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE Q SPACE s OPEN'S - 5� DETERMINED WITH THE SITE PLAN PROCESS. 7 L N N J - - (TYP.)✓ 1 i •L i ;,Y SPACE 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH < V / ` ... _ ` x (TYPO O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE I BLOCK 1 1 EXISTINGxoo-YEAR PROPOSED �'; OR FOREST LAKES. 1L % >_ W s FLOODPLAIN (TYP.) j a< tt RIMITIVE 1 I �, _ �r 4. _ �y -- 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WESTCONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN - LLI LL 1 ° o TRAILWAY �P� --' - CRAFTON CORPORATION ; - - 1, 1 BLOCK 2 ^` •' DEVELOPMENT AREA J �02 1 �< �O 2 Ir O OFCt y _ _ �t,C\O THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. J J V` ` Q �'j.. r< BOUNDARY f`` --�1 a 6. SHALL BE D IN FOR EHALBE �I _ z -� _ PROPOSED NEIGHBORHOOD CENTER 1 � •� �` - / r -- ACCORDANCEWPARKING ARLECOUNLLDEVELOPMENEACHPRELMINART SITE ACCORDANCE WITH ALBEMARLE COUNTY CODE x8. 1x. EACH PRELIMINARY SITE AND 4 SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE l^ Jl..l ~I J 7 __ -' I (LOCATION TO BE DETERMINED ° ° BLOCK 1 WITH FINAL DEVELOPMENT PLAN.) 1 _ ,_ • % IMITS OF PROPOSED REZONING y � 2 `1� PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP F- U � Lv � C G J Q /i - INUNDATION ELEVATION WILL BE PART OFTHE FEDERAL EMERGENCY MANAGEMENT Z z O W PROPOSEDxoo'BUFFERALONGR`I T. zg 7o'NATURALLANDSCAPEBUFFER BLOCKS±ACRE �t ! HIS OT RIC a 1 ° �.•° ,- BROOKHILL PARCEL BLOCK 3 _ BLOCK 5 t = i ''�. -t T—� a ` SAFETYACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENTFOR A DESCRIPTION OF THE W S (/� J W O & 3o' LANDSCAPE BUFFER - _ ;. '� ALBEMARLE COUNTY �_ `I'c '~�--�J AMENITIES PROVIDED IN EACH PROPOSED CIVICAREA. L J li NOS MULTI-USE PATHVDOTALONGTHE` ti APPROXIMATE LOCATION O HISTORIC MARKER FOR THE •� 1 ,� 1 -MANAGED STEEP SLOPE ��� (TYP.) GREENWAY' ! ! f g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASESTO ALLOW FORADDITIONALAREATOACCOMMODATEUTILITIES,STORMWATER J Q ` `mn = J J PROPOSEDBYD�I ROUTE z FRONTAGE OF THIS 9 kn BROOKHILLPROPER - \ (TYP) 3 - --% " _ �����// > �~' '•/y' { MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. I^ �--I U I —I PROPERTY. PATHWAY TO BE -'- - - - �+� \-..._.�.p� / '~` rl '� PROPOSED zo' BUFFER - e - - °°e .�'' -, I� 1, •. - ! `!mow ^'•r, !` i' :i, ) __ l-� l a0. CONNECTION POINT�ONTHEAPPLICATION PLAN SHALL BE FULLVEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�HALL ONLY BE A ¢ LL I r Y LOCATED WITHIN THE VDOT RJW. ^`- - �"':.1t,A �"- < v LOCATION OF EXISTING '" , I �• (qa 4rya / �\ •I' _�J PEDESTRIANIBICYLE ACCESS CONNECTION. n. UNIFORMSGNAGESHALLBEINSTALLEDALONGTHETRAILWAYSTOIDENTIFYAND H Q f°" Y W T� O \ UNNCEMETERYTO °e. , BLOCK 19 REMAIN 1 ��` f DELINEATE THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. 0 V Q06 �/ z �- LOCK LINE (TYP.) 2� e y, ; NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z �J _ 1� AND EROSION CONTROL MEASURES SHALL BE , ^ VJ I BLOCK 8 ' I BLOCK fi ALBEMARLE COUNTY.' '� \'" / ' LOCATED OUTSIDE OF THE PRESERVED SLOPES. s I GREENWAY PRESERVED SLOPES Z Q z in W T� Q W / PRESERVED STEEP SLOPE ry 1, _ ROPERTY BOUNDARY (TYP.) `° - 1L I NOTE: AREA WITHIN THE xoo' B U FFER AND OUTSIDE THE EXISTING TREE O / it �� • - (TYP.) ',� �� --. BLOCK] ``'. `'• -r, YEEXISTING ,, ,,', ,°• °•.--- -- --- 1 ® VEGETATIVE BUFFER MANAGED SLOPES OPEN SPACE O � z Q Q II W Q SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACESx 9 BUFFER REOUIR A E S29 . I /L H / '- xoo-YEAR '-, \ `„._ DEVELOPMENT LOODPLAIN (TYP.) . ° - 1 AREA TYP.) NSE TO REMAIN L OF z9TH CENTURY ( , .••••• _.,,°..• __ -�•. WITH HOA APPROVAL, A xo' MULTI -USE PATH ° SHALL BE EXTENDED TO THE ENTRANCE OF GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS J J � jLIMITS U O c/ �FORESTED Q i II J - ' ' '� PONENTS OF BROOKHILL BLOCK8 -- '� I DEVELOPMENTAREA _ MONTGOMERY RIDGE. THE HOA WILL NEED Q T0APPROVE THE TRAIL AND EXECUTE ALL ' DOCUMENTS ALLOWING THE II J ' ' - - PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE& THE igTH CENTURY COMPONENTS OF T = \ J '• BOUNDARY (TYPJ ' CONSTRUCTION OF THE MULTI -USE PATH } '- BROOKHILL LLI EXISTING ioo-YEAR FEMA FLOODPLAIN (TYP.) 1 x ` \ - t _ -----SON HOA PROPERTY. --, ' O - . _, ..;'F- OPEN I ` -. _ - ,. ..PROPOSED zA' PAVED j ., l " SPACE MULTI-PURPOSETR IL io' MULTI USE PATH TO BE CONSTRUCTED ALONG ICI �, - -_� PRIMITIVE TRAILWAY O J � THE NORTH SIDE OF POLO GROUNDS ROAD COm un: EpBrlmefli PROPOSED TRANSIT STOP BE INCLUDED WITHIN OR .J (TYPJ / � -TO * ADJACENTTO THE NEIGHBORHOOD CENTER. FINAL ,.�/ �Qf•� �1 y File# ROPDSED PEDESTRIAN TUNNEL - IT- Q ' LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. L.L V IMPROVED INTERSECTIONpR'� e �' /'t J Ap roved by • ° -a r tt -� "--- [ . Supervisors - 0080 EXISTING xoo YR FLOODPLAIN O � SEE BROOKHILDLTIAOREPORT " ". _ _ POLO ' '_-_-... _ - PROPOSEDIMPROVEMENTTO STgrE GRO(7NOS OPIX 5 Np1P �- D8f _ _ P t (\� O FOR FURTHER DETAILS POLO GROUNDS ROAD FOR ROgD(So' -" TURNLANES- SEETHEPOLO R\v / ...... STREAMS JUNE 15, 2015 O 481, P. a6) _ _ GROUNDS ROADWAY L/ / - 8flfler * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w --� � ,_ , , •�•• + ' , IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PRO 0SSED 3o' BUFFER ALONG _� GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE U m F_ CALE , FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED - POLO GROUNDS ROAD no'MULTI-USE PATH w ^ w I DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. ,t+" zoo o zoo +oo eoo n I 0 _ ? SEE PROFFERS FOR FURTHER DETAILS .. PROPOSED LOCATION OF HISTORIC MARKER - 0- cn JOB NO. �. T.M.46-i8C \ i` __ _ - _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION -- - ( IN FEET) / SHEET 1 OF 1 182150 -_-. - SEE POLO GROUNDS '- ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. _ 1 inch = 200 ft. /' PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 1 ' 1 / 1 / 1 � 1 / 1 ' 1 1 I 1 1 I 1 THOR OU<F�gRQ� ;/ % _� \\ 0 \ / \\„ "WOOD ------ --- -- i% - +� ' \� GOJ '9Q / \I �`__ - -- ,� —�_ II IIII �\ •\�LLJI I I 11 D' -'� 11 / /�\\ /� `\\ � I �O✓//\J 2 � \ \� I "`„Cl' f}�^LI\\�I�In1II r I�I � r--- II II II � BLOCK 13 i Psi '44 BLOCK 15 I , I 1 / , Q I I • ♦ ♦♦♦.r,•� M����' . ♦♦���♦ Q►.��. :mod , ,, �► . •. C �� ♦�1 . � ♦♦♦ ♦♦♦jBLOCK 18 ♦ . a� ., ♦ ♦ �' . , Vn...M ♦'♦♦.♦ 1♦♦FCC. '.� ♦�♦ ♦�° ►.,.����'V°♦�1♦♦ii ' 'rI �• s � •�.. N j4 I•���1�. o� -��AI♦♦ t� . • •� I� . 47 ♦ • • ♦ �,. ♦ ♦ ♦ ♦ t q e • ♦ ♦ ♦ ♦ ♦� .., ♦ ♦. ♦ ♦ ♦ am mg�.:. I�J�.. � ♦ ♦ MINN 07 ffl,"S! All 50,47 OWNER,`?'ii e O1�t0y' r °go�nx • a. 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No. 035791 o N ti � M M rn N r M 1 N O WN N W J J W W �n 0 L U W 1 Y LU �n Zw � W JLU ~ JLE 0 o 0 N u Q O 1-1 �I co. ZD Q Q � Y Cz o G i �m J J w 00 J r—I J C6 Y 0 ,--� O U 0 m 0 w J w LL) W w a Ln y JOB NNO. 182150 SCALE 1 11=200' SHEET NO. 3 / \ \ 1 1 1 I 1 I _ � - - - _ 1 \ \ \ \ l \ T y /�/ ® / �._ . I I \ \ \ \ \ \ � i _ - - - �Y � '� — Ill / `'/ // / / ] r i- j- - � � _` \\ \\ \\\\ \ / I II\I 1\ - -I ��J \1\` \�\ \. � � � / �1 /// � 1_\_L�_. � - _���_ ,_ j, / //i���/ //'/! / \\\/lII l/i // ////� - _-� - \ \\�\\\\\' VIEW) / // -� /// /III ��\I \))II -\�- \ JI \ 1v\ /1 l//®� II,:... \\ \ �� -- ��,i� j i /% _ -\ )II/J / / // - - \\\\ \\ I I i I //^ \ - - / , / / - \ \ / / / - \ I / / _ - / ,I I I/ / / - \ ( ///� / :..:•j;` ¢��..''� \ \ \ -t a / F ii i/i%,; /'/i - \\ \�\ , / / / / // j / � _ - � - - - - \ \ \ \ \ / / / / // / / /`� 1j1 /�.�� \ `y� — \ \` arr/ / \ \�\ \ / ®® I' .�'. — — --r. ��=•`/�,i / — ji. i // / 'L \ \ \ I III // / // — �, _ — — J \ I / - / \ // \ >::F:h - // /i1 "I/3 /'i= r\\\R \ l/�l r / / // - -- -\ \\ \ � 1 \ I l / �/ _ / / , / / / l V - L -\\ \ _� �"""",,,,,, - / ► \ . � I ) ® 1. .ham -- �..= ' � / / ✓// i % - _ \ 1 \ l l l / � J - - - - - - � , - -__--- l I j I \ /as p,A,, // / '//i�/ / / _')//', /�\ \\ \ - \ T �. / / �/ / / � _ \ \� \\\ / I I I I 1 1 > I I I I --_ 1 r / / / /= �- - &\ \\\\ \'_.ram... �_� // �i/// / / / _ \\\\\\;/ / //////// / i/i — \ \ 0 — / / / // I I I ? \\\\ \ / /�— lam_ \\\a-- \\ \�-__�\�- e" \•.. / ✓ / 4 S� -%� �- — / / o / / / / — \ �\ //( // asx' / /---� _—�`-- '\ \ - \ \ \\/\ \\ \ \ EXISTINGSTREA \ \ \\ *- J i / / i i- /// l l / / / \\\\ // // I / / / J / / J 1 \ — �� � \—\ \\ /- / // �y / / / // ///// / / /-- �� \— 11I I I / // � A >� i / % A V v�\ \�\ l lA vV� t \ ` /` _* `%` /• a" 1 - %% �, i /�-_ / ,� / / - - / / / / / � - ---_ I / / ) \ r � V \ 0 1 ® / ./. `a`.j.f "*,/ /• ,�,♦ ./�! C // - // /� - / / - L �, , <v'_ I 1 / / / - � \ / / // / L C - / ,) Z, L � \ / - � -_ / / / / / -/ - �_ �,, / / - / / _ - _ __ A V % �// /.-- -I,A o / - - PROPOSED % / / / / - v v I/ / / / / / v I '----__-- -- �_ = C� � vE- � o / /// �/ - / / / / // // -\--- - \\ / lil I/ / / \ - _ \ \� \ - -pm�a - - \ / // / O / - GREENWAY TYP.--/ / // / / / `-- \\ 5, � / / / / / _ y� A A V� �A �� ( / / / %� / i / t -- / / — / I — \ �� / 1 \ \ \ \ \ \ \ \\ -- \ \\1�1,\ o \ / / / I // /// //// / / /// � - - // / // / / // --- � J I / / / // - --- - B OCKi \ _ - ,BLO K3 \ \\ --- \\\\\ \ o \ (:'1 : I \ I I / //I// / / /// /� //// � //,� / // / -- / / / '/ / / / - °� \-_ /i-BL CKi13 / / // / -`_ -- �- \ \ _ _ ----I-- _ _ \ \ \ LIMITS OF FEMAAPPROVED- - // /j / / / / / / / / / / /i / \ / / i / / / \ -� _ - \\ \\\ ioo YR FLOODPLAIN- \ \ \ o / / I (/ / / / / //� / / / / � T,�,P 46-119B - - ' - � / ( / // / / / / / - - - \\ \\\\ \ \ - - \ \\ \ I// //// / / / //// / / / / ♦ / / / ----- / / / / / r- / / / / \ \ - \ \ \ \ \ _ ` T \ \ . \ o .. l //1 / / / // / / / /// / / / / \ / / / NLF-CROEKEET3 CORPORATION � / / / / / \ \\ � \\\\ \ \� \ � \ \ o \ I l / / / / / / 0 _ � /�/ / / - - / � / / / \\ \�\\\\\�\\\ \ Z_- -�'\ \ \ \ %■ o I I / / / / / 1 / / ---- / / i 5346 P2 256 i // - j� / \ \\ - \\\\ _ - \ 1 LIMITSOFSUNNY �;' ( / / / // // // // /r /--- // / / / / / / \ \ \ \ I I I I I I / / / / l/ / I / fi / / / / \ / / / v Avv v vvv v u o I I I / / / / / / - / / / v v� A v vvvv , vv / / 1 A DAY DAM BREIACH \ o v .:::� I 1 ■ // I 11 I I IIII / / / / B�OICK 1 1 / / / / / / / / / - - i / / vv A I I // / / --� v Avv vv�vvV �v / I J I I I I , � a b / I III I I III I ///, ((AV / // / / / // / 4 OK -.^- tea% ` j4 / \ \\\ \\ \\\ / EXISTING SANITARY SEWER AND / / i I / / / / / / / / / ' J # v vvv A �// / � I \ // / // �' / / / / \ v v \VAA VA\ \ / / / 2o' SANITARY SEWER EASEMENT / / A II I I I I I I I I I / ) I \ / / / / / / / / / / _ I � i- / / � ) � / / - y v A�111� -��/ � //, i/////l /'' I III/ I I)I�l /I I I II r%/ ///, / �/ / / o V � // / / /-v v / // //// I II v ■ //// IIII I I I / // ///�/( / I I // 0 I // / \ '/ v \v\ p I //// // / 3 / / - , � \ / I \ //I /ll/ �_/ / / / l / / PROJECT BOUNDARY (TYP.) ' I �,}I I I / / / / / m � � / - � � i \ ) \ \ l / v // //// - l f l l / l - y 117, 1 , / / / / / I I / / \ / / / / / \ / / / r " / / / / / �/ - l l �, �o ■�1 / l /� �11 I /I / I I / I //' .� / I I \ - / / /�-`V A \ v / /�///�/ v-�- / / �///, , �/// °" A o ..�� �.` vv�1l �ll �I I I I l / I / l l v r / ( / I � -_-_ ////i �1\�I v v v i / / ////�/�//vvv _� / // /BLOCK//// ho AA\ i �l I I I I i I I / / / / / ///i I / r ) ( - - / /// iv A v , '�\ / / / /�////�//// / / / / C I ALBEMARLE COUNTY I I I I I / l l / / / / /' ^ \ \ 1 I I I / - - - - - - // /// / \ \ \I I \ n,% / ( / / //� /// \ - _ % / / / / / / ♦ /� / J - MANAGED STEEP SLOPES I I // / I 1 / i C� swss•ss• / / /////// \ ` , , / / / / / / / OO / / €'- r i i / \ I I \ / ----- -- - - - � / � I I \ / "%",' - / // //////�/ _ - _ / - / / / l J �'' j \ V I 1 / / / I / / / / A \ v m��A �s v /////// i ff � A l I I ( / / / / / / / v \ I 1 I � GENERAL NOTES: A 1 A A A N /// �A—� ` i—/�//�/-1 l.I. o / / I/ / b` � v / // // /////// / o / / J� ,- �� A\A l A \ I V / I / / / / / / I I 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID � \\ \� A / / /7� v �/ / ///// / / \ vvA v� l V � A V 1 A V l / I i � / / � -� V 111 l I I V \ - \ / \--- \� r \ � \ � "" / f / //////////�/�/ /� -- �� � � / / / �� o / l \VA\ \ V A A A A \ V A 1 A I 1 1 V 1 \ / // V / / / / / �/ v ( 1 - 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM l 1 + � / l �Il / �/ - - - - - - - / / / / �°/. A V, A A \ -� I 1 I '� / - v I I BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE � \ v A _ - �, IIII Illlllllll/ - - / / 1 o / ♦ • ,% \VA, vA ll 1 \ V\\ , �/ / /�i ///�- Illl A A � A / °' �6>0 III \\` OCK z - - i / / oo �� / - \ V A V A �)� I I / / A I SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED A r I11,1 v _ / / / I - q \\ v�v v ,// 111 \� 1\I /, / I I \) I l l l - - � ��/ / // ♦ o / �, `, / , ," \ V \N,� V / I 1 / / / / / / / / - v V A \\ / UPSTREAM OF THE PROPERTY. \ �� f l t` f`:r" _=^�%6==g 0 f T' l / / / / l // / / / \ - - 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / V v 7 111- � v _ r ) / / / / / / / /w / _ - \ II / / 1 \ _ 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL V�\ VvV \A, o / (//� � ' � / / / / / / / /' I / / /lj/ I I l V A INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF ~ / �\ \ \\\' II --- - - - / ♦ o� /�, / ! t/ /' / / / / �/ / ' -o // - I //// I I \ �\ \ - � - - UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, ' / / \ \ /^ \ r I / \ // / / i /// ' �/ / / 1 // / / / / a i / \ /// /I I \ \ \ ` _ � - - - - � AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE / 3 ` /� \ - -- I o / /Z //, // / // / /\ / / \ - BLOCK / /// \\ 1 \ II \\; / _ _ ♦ o o \ / / I j /j j / / / � � / // / / / / /, / \ ) II /I I \ \ \ \ _ - _ - CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION _ _ t 1" / // � \ \ \\\\, \ � I / lI I , /� / / / / / / / / / / (/ I \ \ � \ \ / AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY a / // ( \• II ,, \ \\\ '0 I I - // / / 'I / // / / / / I I \ - - SEWER STORM SEWER AND WATER SERVICE PIPING \\\\ I a �\ \1 I //III � \ r ��I/ /� \\I I r //// / / / / / / , �- /// / // / \�1 , \ \ \ / /( \ \ \ \\ \\ \ \��S // // I \ \\ / , \ \ \ \ l l / / / / / / / / / / - \ \ \ / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE - - �- - - - - // \ � \ /i // / / / / , ' i / / ,/ // / \ Z \ V , _ A V AA - /��• I' V A / / / / \ / / / / / A I / I \ v - _ CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED / \� 7 i / // A A,� - V I � I l / / / I A V A A V vALBEMARLE COUNTY I A / / / j - / / / - - I T THAT MUST BE - \ / I \ \ \ \ / / / 1�A / > � \ �Il I 1 \ - I / I I 1 \ \ \PRESERVED STEEP SLOPES / \ ,� / - - / / / / / - / / 1 I I \ \ \ \ - - - - ' , j SERVING HE PROJECT SITE. ERFORMED BY PUBLIC UTILITIES v / 11 A \ /// //�� ® V A %/A\ \) -' / /�/ / ��$/ III v - j /' 0 / �' ) \ \11r_ — / / / / e — 4. CONTRACTOR SHALL VERIFY SIZE TYPE &LOCATION OF EXISTING \ \ I1\ \J///////�//' III/ - - ®\1 I \\`. / / //// //1\ \\\\ �1 \ i- ////////� ;„;v \ 1\\------- \ I I 1 //j/j// �n,',/ / II / // - \ /'/ // \\ �LL / // jt./ / /� J \ 1 1 1 \ \\ -- ----� / / / � It // � l I I I 4 \\\ - - /j WATER INESONTHESITE. / / / / v v / / �i// //� / /// vv ®� / \ V I 1 1 1 v� / / I�I 1 v v _ _ /i -�� \ \ / / / I I v / / " _ v\ ,v ) / v \ I //// / / / ----- - / / //1a/////// ///o�/' /// V \ ® \ / . 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COLLINS'Z � Lie. No. 035791,E z O k Z o En O z J O u Ln F ■�� > z w W w M QCD N o N n L9 `� L9 Amm w ul z Ci7 ti ch cy') Cn N C•M Nt N C:) Ci7 N N Lu �_j� ul Lu I--- O 2 U Y Lu I— U) Lu Lu ILL Lu C:) - N z 0 0 0 z Ln W JOB NO. 182150 SCALE 1 "=100' SHEET NO. 4 SCOTT R. COLLINS2 Lie. No. 0357911� Po`w4 1SIONAL EGOS LU 0 N n Y on in M z `1l)cy) O N H 4 U) ' I / ' N 0 N / N Q W J Q � z w J O Lu U � w 06 \ Ul � ,--I w U) W \ U) U J w m J � J (D i--� 0 2 O o � N 0 u 0 J ti U ca ~F LU I W O w � x a u) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 5 il :I 0 II II I L IF ED 4' BIKE LANE (TYP.) ENTRANCE (TYP.) r /!.LOT �4 LOT 44 .. _ .\ I \ 3 '. EXISTING MANAGED // ✓, . `` \ Xh .� \ 5 STEEP SLOPES (TYP.) LOT (/ ROPOSED CG-iz (TYPJ 11 NO PARKING SIGNS TO BE PLACED, X. . ` �j v / \ \ LOT \ -i / w EXISTING PRESERVED \ r PROPOSED BIKE LANE P. W t r �/ r r\ �. 2gR ROPOSED CG-9D ENTRANCE (TYPJ 4 , (TY STEEP SLOPES (TYP.) r oononcGn r r_„ Gniroenirr tTvo SCOTT R. COLLINS2 Lie. No. 0357911� M LU o o N n ,LJ Ul J J 0 u ZONAL z 0 ll- I F--I I —I 0 m ry z F--I G ��..U/ LL i rl 06 J LU x / JOB NO. / 182150 SCALE 1 "=30' / SHEET NO. / 6 / O PROPOSED GREENWAY (TYP.) PROPERTY BOUNDARY (TYP.) n\ A G EXISTING PRESERVED v� O STEEP SLOPES (TYP.) �.' w w w w v 9 V� �\ y PROPOSED LOT LOT LINE (TYP.) w / ,, Z 6' PLANTING STRIP ED S' CONCRETE POSED q' BIKE LANE ROPOSED CG-6 CURB (TYP.) ERTY BOUNDARY (TYP.) �p=� PARKING ALLOWED ON / r i /.' �� 7 v/��1 . 1� 'THIS SIDE OFTHE STREET l\/� '.'Y�'I SCOTT R. COLLINS'Z Lie. No. 03579111� M Lu o o N n tn ul z ZONAL M cyi Cn N 4 M N O Cn N N Q LLJ J J v! Lu NO LL U Lu I- w Lu U) w Q 0 N z O ll- I U) F--I 0 m ry Q uz 5^ u` W i rl 06 V U O J m J 0 O JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 XISTING STREAM (TYP.) PROP. CULVERR T \ I� — s — � . s _ w o W w o 1_ �\ PROPOSED 12" 45' BEND W W W W WW GRAPHIC SCAL E o a5 1 REMOVED EXISTING 12" 9o° BEND & TIE-IN TO EXISTING \W . /OIN FEET 12" DI WATERLINE WITH PROPOSED 12" 450 BEND 1 inch - 30 ft. 0LO GROUNDS ROAD VARIABLE WIDTH o - - PUBLIC R�yy o - \ EX GUARDRAIL \ SCOTT R. COLLINSZ Lic. No. 035791 W O a C o N n L9 z w w ur W ul z J J 0 u VJ Cl? M N M N O m N N Q W J J U) Lu a U i W w Lu Q O O N z 0 V) I --I m U) Q z w a rl 06 l0 V / U 0 m 0 co z J r-i JOB NO. 182150 SCALE 1"=30' SHEET NO. 8 i i i ED 12" DI WATERLINE 22" G.V r , a I U a w w .i. , -✓ -/ PROPOSED FIRE HYDRAN l \ ti s \ \ / h - PROPOSED 8" PVC SANITARY SEWER / ASSEMBLY w/ 12"x6"TEE LOT ii EXISTING ioo-YEAR FLOODPLAIN (TYP.) LOT 24/� \ \ / / \ \ \^\ LOT 30 / / \/ LOT rr, / EXISTING MANAGED H-i 7 / STEEP SLOPES (TYP.) [L 0 ;T2 —J / \ ! r / /:.¢" \ \ \ / EXISTING STREAM (TYP. 41 $ 8"x4TEE g \ \ //�/ (i)-8' G.V. \ PROPERTY BOUNDARY (TYP.) (1) 4" G.V. \ = \ \ \\ OPEN SPACE / PROPOSED FIRE HYDRAN \ \" / /� iASSEMBLY w/8"x6"TEE ROPOSED 8" DI WATERLINE o / i PROPERTY BOUNDARY (TYP.) ,, \ \ s / \ \ >^ > xo 3 � i LOT 39 ^/ / / • • • ET w \� \ \ • \ :_ \ :. :: : / °y / *�.� \\ -� / / a ��... -../ 30 ft. 4' 14' PROPOSED 8" PVC SANITARY SEWER / :XISTING SANITARY SEWER LOT38 \✓ \ \ \ \ / / ' PROPOSED 8" PVC SANITARY SEWER//\ PROPOSED GREENWAY YP.) \ `;\ \ \ .' / / \ LOT 6 \ " \ �x — — ,' y PROPOSED zo' ACSA / EXISTING PRESERVED \ \ \ \ \ % $ 5 / \^ / SANITARY SEWER EASEMENT /� 3� PROPOSED FIRE HYDRANT STEEPSLOPES(TYP.) \ \ / 1 LOT \ / // 4ASSEMBLYw/12"x6"TEE / 61 Vo TIE-IN TO EXISTING \ \s \ i LOTS \\ \" 3 �� X /% // \\\:: <, SANITARY SEWER \ \\ \ elio+tl0 w OPEN\ \ \\ \ /\ PROPOSED SPACE \\ \� ``, c i 8'°�EE Lor35 \!' A HLI ErT 8 I SCOTT R. COLLINSZ Lic. No. 035791.1, z O J V/ u Z w Cl v) O z J C1 ti u H_ ^� L Z W u � `^J I W ce ur z w ul z J J 0 u ti CM cr) N M N O Lu N J J U) Lu U Lu Lu Nw IL Q CD N PRO 19 ,--1 06 l0 O co I —I O co w F JOB NO. 182150 SCALE 1"=30' SHEET NO. 9 w PROPOSED GREENWAY (TYP.) i \ PROPERTY BOUNDARY (TYP.) \ A G )0 N\ EXISTING PRESERVED\ O� PROPOSEDTYPEA "STEEP SLOPES (TYP.) \\ \ \ �m BLOW -OFF ASSEMBLY w w v w w w v z LOTioy O V \ \1 f?OPOSED GREENWAY (TYP.)�, LOT 303 V_ w \ \ \ \ \ \ '�J I \ PROPOSED izx8"TEE 1 .� r �- // \ (1) - 8" G.V. SANITARY SEWER EASEMENT 3S ' S _ _ \ \ %%%// \ �\ V /�/ .� W N \: at l ! \ LOT So \ L \ ) V V V A \ \ \ \ A � ASSEMBLY W/ Z x611j,,,_PROPOSED FIRE TEE HYDRANT _ �_JK ED 12" DI WATERLINE ROPERTY BOUNDARY (TYP.) PROPOSED FIRE HYDRANT ASSEMBLY W/ 12"x6" TEE ... -. -.. - -- -- --- - -- _`EXISTING PRESERVED / /'� I I i / i 7 "\�\ �V r �� r�� )1Z J /VV�/Ilk- -4 SCOTT R. COLLINS'_Z Lic. No. 035791 .1, z O J V/ u Z w O v) O z J O u H_ Z W Vl � `H W ce TT o 1..� z Z`"' N O M N Q N m N LLI J J Q >> z Lu J w a U 1 T� Lu Lu 06 ul w z Lu V / L U — cl) O J Lu J CO w J J 0 p o O 0 u w F MM W F JOB NO. 182150 SCALE 1"=30' SHEET NO. 10 \ \ \ s \\ \ LOTS yoo e c- wL �i- y.- \I A \l \ \ //, / / vWI/l \/>/ //,i//��\ /P' �/i R/�/ 6�� OfWW/ P,s /A .//OP/•/t 0 a WW/`/�f, �/.//�/\/�r/IfL�/I�y.'/\/•- A 6_�\WWW.`./�WWV � 4i�'(�I /.,WWWW/v �"/\�W`W /�i i��,WWW.WW.� 2 �///\WWWWW\// �S�/ WWW;�y.1•�WWW�M,/ Q//%WWWWWWWQ -vWWWW�I v �� yjiWI /' , /p�- l�l yo \W//�./r�Q/ I �� IiW\3x/,��I♦0Ij�O I9I WI\ I �/��IW / �,/I / l I,o� W�/I " 3 II o W // /i W/I • Ia/ IA 1000, OPENy /03 W ,SPACE LOT TNE- EE SHEET12 /1 f � � OLO'waa� S oI C °a ZWOsjF-z.NCT.s TZ_(N >~��QcoQO/TRNJH .AL CpOEL UOZ~JL��=L-tiILN- SI PROPOSED GREENWAYTU Lic. No. 035791 SED YARD DRAIN SYSTEM w 3.o'PRIVATE DRAINAGE EASEMENTLOT4 'm PROPOSEDio DRAINAGE EASEMENSO PROPERTY BOUNDARY (TYP�: SLOPESGREATS HAN1SHALL B PANTED WITHNATIVE eSTEEP SLOPE MIXWITH ANNUAL RYEGRASS BY ERNST CONSERVATION ° /SEEDSATA RATE OF6o LBS. PERACRE, OR i LB. PER i,000 SF. ROPERTYBOUNDARYY(TYP)/ o J ° /EXISTING PRESERVED L TEEPSLOPES(TYP.) m ROPOSED 20'PUBo EXISTING ioo-YEAR FLOODPLAIN TYP. DRAINAGE EASEMENTm F > Lu OTi ui EXISTING PRESERVED PROPOSED STEEP SLOPES (TYP.) \ RIPRAP OUTFOSED DRAINAGE SYSW CD PROPOSED SWM FACILITY L9 X/_ c:) 0 XISTINGSTREAM (TYP.) N PROPOSED GREENWAY (TYP.) U)Q> o Q Q / Laz��oo—uLu / OPROPOSED RIPRAPLu CHANNEL OUTFALL /� vo""�o OPEN SPACE 4B w Q5 D - CULVERTPROP12" 5e- \ul \o cn � (TYPRPROPERTY BOUNDA I3 �Y\ Lu 30+ OU JO =UyFfff< AD3o 7\ow�w ww GAAP IC CALETYP\ O O _ — r�— — EX-STR �� s \ W W W . �.� W � I I I I ee — \ \ \ F TIE -INTO EXISTING s ] W �i ~ -- W W W •/ // I COm POLO/ � j�sj — STORM STRUCTURE \ \� \ / J I \ ( ) \ \ \ \ \ 0 w i OL O lTl L O (J.N \ - -- �►� \ i \/ / /�/ r 1 (` \ \ 1 �Sch \FE �0 ft. \ \ \ \ x VARIABLE ' ROD � JOB No`� \ — WIDTH P BLIC o— R W —\ ,,A ( 1 V I I I A 182150 / I v1 I � / _F I �_ \ V \ \ / / \ SCALE Q� o 9 _ EX 0AROMA _ V A u J —� �_ _ SHEET EX N0. FW—' 1 — SCOTT R. COLLINSZ Lic. No. 035791 .1, I I p1lT, LOTzi� �I'I � I �I rn ,, � , _ \ 7� L _ � ✓ _ _ / _ _ _ � I r _ — -� i 1 � _ _ _ , . / / _ �- ��/)/--- ��-�~3�� • _ _ / f _ LOT 46 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. III. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, 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. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARAT70N OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTC LL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA77JRAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCAT70N AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECT70NS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECT70NS ARE INSTALLED ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER 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 LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CO-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 INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN 7HE MATERIAL AND CONSTRUCTION METHODS OF 7HIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 774E SATISFACTION OF 774E ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDl77ONS INDICATE, J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 7HE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ME7HOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND COMPAC7ON BEFORE BASE 1S PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT 774E COMPLETION OF 774E INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT 774AT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAM THE PUGMILL REQUIREMENT WILL APPLY, 5. 7HE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE 7REA7MENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY I RAN GL wu ,4.r PoM°,NI,Ha �a 6' GANTIN 314_:i IANN al4_:i IANH TYPICAL STREET SECTION - 61 ' PUBLIC ROAD R/TY (EUSTIS AVffjVUT) 30 MPH DESIGN SPEED (NOT TO SCALE) 114':i (PNT-INA PIGEo6IUNoE) V4" TYPICAL STREET SECTION - 54 ' PUBLIC ROAD R/#Y ROAD A, ROAD B, ROAD C, ROAD D, ROAD E, & ROAD F) 25 MPH DESIGN SPEED (NOT TO SCALE) BEVELED UNITS mwlrxmzwcaaa-LowaR° PGENKFAGE n Mchor'*' Diamond° X REEJFORCB .SOWECTNN WX' oT ro SCALE M ) I I 106° KEmToa ceMNr Lenox GPLEALLEGENNICEPEENFORGEMPLET I - -PRALN TILEDGevAn nl I wm- Rr r6Wo, �Anchor''TM Diamond® 1:1 EXCAVATIONOWMEZDNO WX SCALE: 39"=1'L' •-.anewnmew ( 9 PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPOR TA77ON MAY BE LOCATED WITHIN THE S7REE7S RIGHT OF WAY, An hor*•DunnnlM. X TYPICAL BASE PREPARATION WX (NOT l9 SCALE( •-'•"""'••"'•"'w ALBEMARLE COUNTY °°-°° MDI•�°�`I GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNECT70N TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTAT70N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY R(W fi' (ADDER �1� 1 NOTE: NO PARKING ALONG ROADWAY NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS. 'NO PARKING' SIGNS SHALL BE PLACED EVERY 3.5o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-7. Pavement Design RF= 1.0 Location ADT HCV Design AUDIT CBR SSV Dr Surface h 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 Road A 320 2 340 4 4 11.00 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Road B 341 2 361 4 4 11.21 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Road C 48 2 68 4 4 5.40 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Road D 285 2 305 4 4 10.62 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Road E 123 2 143 4 4 7.99 SM-9.5 LS 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Road F 377 2 397 4 4 11.54 SM-9.5 LS 2.25 BM-25 3 2.25 21A 4 0.6 12.53 LIMB OF PEOESTNM ® _ _ _W" ® LlMlrs OF PEOEsrRIM AC(I ROUTE ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE .• UNPAVED SPACE WIO�~ 1 RI NWLIMITS OF PEDEST TRAVERSMLE : q 55 ROUTE CE55 ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ApDITIONAL RIGHT -SE -WAY IS Po:0 EO F THE WITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING R" OR PROPOSED VOOT RIGHT -OP W PEDESrRIN ACCESS ROUTES PROVIDE A WNrINV0U5 UNOBSTRUCTED. STABLE FIRM AND SLIP gE55rMT a. A •. PATH CONNECTING ALL ACCESSIBLE ELEAEHTS OF A NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. CLEARING, GRADING OR OTHER CONSTRUCTION. HALF PLAN X� FACILITY THAT CAN M BE PROACIIED.ENTERED M 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, USED BY PEDESTRIANS. SEEDED, AND MULCHED. IF W IF PEWsrRIN Accfss ROurss ®ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 REQUIRED WITH A MO.2X CROSS SLOPE. SECTION B-B HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, WHEN USED IN CHE CARBON WITH STANDARD HIS LTAN OR CG-T, THE CURB FADE ON THIS sraNOMD 1s TO BE ADJUSTED TO MATCH THE MOUNTABLE CUTS CONFIGURATION. 2'-O" 'L�--y LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. UNPAVED sIDEw&K SPACE PARARDJC 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE ® CURVE ® •li. I. REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, NORMAL GUTTER s- ®p, -- '^- ' -- I ---------- z x � x K �- • e '," OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO 4 ,a Y.oS oQ--- .e, e. e' WD%TO NOS CHANGE " STABILIZE A DRAINAGE CHANNEL. 96 V•Ye. RAP'eeObg o"be=R4 R" " °' � SECTION secrloN c-c C-C 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE TYP AGGREGATE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 5'-0'• 5'-0" ® PONT OF MADE CHANGE 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE . LOPE 12% S FOR CURB AND NO D GUTTER REINFORCED CONCRETE PIPE -CLASS Ill. FOR SIDEWALK GURB ND GUTTER x s 12 % MPXIMOM INCREASE IN MOPE AT MINIMUM 10' RNTERV&5 SLOPEFORFIRSTKPI x i x 3 X MINIMUM DECREASE IN SLOPE FOR FIRST p' INTERVAL ND j• . �• - �. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION BUILT CONCURRENTLY SECTION A -A B X MAXDECREASE FOR 10' INTERVALS MUST COMPLY WITH OSHA STANDARDS FOR THE SECTION D-D CONSTRUCTION INDUSTRY (29 CFR PART 1926). XVDDT STANDARD ENTRANCE GUTTER I SPECIFICATION REFERENCE ROM AND BRIDGE STMDARDS SHEET 1 OF 1 REVISION DATE 502 203.W I 37/15 VIRGINIA DEPARTMENT OF TRANSPORTATION TOP OF4- CURB COURSE 6' SURFACE 7' INTERMEDIATE CO RSE SEE PAVEMENT CHART 4" CONC. F EACH COURSE,N1� • -' I - FOR DEPTH •iPAVEMENTCOURSE FFF psi ARM-\ T fs],fae, OR pTa SUBGRADE 4" 21-A STONE BASE o , CG-6 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO - ASPHALT PAVING ROADS CONCRETE SIDEWALK � ------- NO CURB &GUTTER PAVING AND/OR BACKFILLING. _NO SCALE I NO SCALE NO SCALE / CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING' CG-)2 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOW OF HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES.AREA IN SQUARE YARDD HYDRAULIC CEMENT SDEW&K (WPTH IN NCIES. AREA IN SQUIRE YARDSI GENERAL NOTES CURB WHEN REQUIRED (CO-2 OR CG-IN LINEAR FEETI CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET( GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS, DETECTABLE WARNING 3 SURFACE AREA IN SQUARE YARDS) Y EACH OF RE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD DETECTABLE V EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 1. THE DETECTABLE WARNING SnALL BE PROVIDED B TRUNCATED 00AES I. THE Df fC ABLE WARNING SHALL BE PMWOEO B TRUNCATED OWES. RE SLNMMIZEO FOR EACH CURB CUT RAMP, BE SUMMIRI2E1) FOR EACH CUTS CUT RAMP, 2. DETECTABLE WARNING SHOAL BE FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE FROM THE HOT APPROVED LET FOR SIDEWALK SIDEWALK DETECTABLE WPRNINC SUFNCES. Pfl000CT5 NOT LISTED SHALL MEET DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET AMP 1Y1 MAN RAMP Ibl MA% F -1 46:1 MA% REQUIREMENTS F PROVISION 40:1 MqX THE REQUIREMENTS 0 THE SPECIAL PROVISION FOR CC 2 DETECTIBLE THE REOU SEINER S 0 THE SPECIAL FOR CG-12 DETECTIBLE WARNINSURFACE AND SHALL BE SUBMITTED TO THE STANDIADS MID WARNING SURFACE AND SHALL BE SUBMITTED TO THE STMIDARDS MO SPECIAL DESIGN SECTION FOR APPROVAL. \ SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF GURB RAMP MAY BE POURED WANT WITH RE WITH RAMP 4' 3. ROPING SIDES OF CURB RAMP MAY BE PWflEO MNNT WITH WITH RAMP A' FLOOR OR BY IRIW PERMISSIBLE CONSTRUCTION MOM WITH REQUIRED BARE. T FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. T 4. S RAMP FLOOR F PRECAST, HOLES MST BE PoHONDED FDI( DOWEL BARS 50 °� 4. IF RAMP FLOOR IS PRECAST, HOLES MST SE PROVIDED FOR DOWEL BARS SO °],� THAT ADJONIW FLARED SIDES CAN BE CAST N RICE AFTER PLACEMENT OF 10�1 MAX THAT JOJONIW FLARED 90E5 CAN! BE CAST N PEACE AFTER PLACEMENT OF D:1 MA% PRECAST RNP FLODIR. PRECAST CONCRETE SHALL BE CLASS A•4. PRECAST RAMP FLOOR, PRECAST CONCRETE SHILL BE MASS A•4. 5. BOTH SIDESNOF THE RPAIREFLOOR,MO DEPTH PLACED FOUNDER FLOOR.0MNMUJµWO TYPE A PERPENDICULAR 5 REQUIRED WES OF THE RAMP FLOOR. MD -DEPTH OFIFOUR FRTO LOOR.CENTER MINMUAMWG TYPE A PERPENDICULAR CONCRETE COVER 1Yy'. CONCRETE COVER 1Yj'. SS 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6. CUD / CURB AND CUTTER SLOPE TRANAD SITIONS JACENT TO CURB RAPS 1 ARE INAUOEO IN PAYMENT FOR CURB /CURB AND CUTTER. 5'MM AfE INCLUDED IN PAYMENT FOR CURB /GURB AND GUTTER. 5'MN N !!M 1]. 0.RB RAPS ARE TD BE LOCATED AS SHOWN ON THE PLANS OR M DIRECTED ]. CUBE R&P ARE TO RE LO ATEO MOWN ON ilE RAN OR DRECTED 5 C AS 5 AS 12 BY THE ENGINEER. THEY IRE TO BE PROVIDED AT INTERSECTIONS WHEREVER � BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY ttTY AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY ICI MA CROSSES IS CURB THEY MUST OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES T CURB THEY MUST OF WHETHER SIDEWALK IS WINEXISTING. PROPOSED, OR SHOWN ON T. THEY MUST IR LOCATED THWITHE PESTPoAN CROSSWALKS OR NONENSTENT. THEY RUST IR LOCATED WITHIN PEDESTRNI C OULD NOT AS SWAN W PLANS OR AS DIRECTED S, THE ENGINEER, LIGHT AND SHOULD NOT YPE BAS SHOWN ON PLAINS DR M DIRECTED BY THE NG LIGHT MID SHOULD NOT TYPE B BE LOCATED BEHIND VEHCLE STOP LINES, EXISTING LIGHT POLES, FINE BE LOCATED BEHIND VEHICLE STOP LINTS. EXISTING LIGHT POLES. FqE HYDRANTS DROP INLETS ETC ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS. DROP INLETS ETC. ACCESSIBLE ROUTES PROVDE A CONTINUOUS PARALLEL ACCESTRUCTEO MEIBLE FIRM ,BED SLP THAT CNIr PATH CONNECTING EN ALL �R�K� '!/' ACCESSIBLE ED STABLE FIRM AND SLIP Rf515TM1T PATH CONNECTING AL iN rC l C Q/AG n f f. ACCES9IBLE ELEMENTS OF A FACILITY THAT CAN SE APPROACHED ENTERED % R' rFYx ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED ENTERED v uelP A. n A 'M1Y 'Ai Y ) v PEDESTRIANS. r M Y "' '' v D r I a r AHD USED B PEDES BANS. :IF'V � r Ne � IlD USED B PE ES RAMS. r K� FW 4 •` 1 , hJ V yYr Y ,VA' !�( 1 r r W.•E F K n dl+ A, (R Pf( .Y, `I P1( W �3� M 16 � IF[N� 1 1 W SNAPS MAY BE PLACED A D MT OR HE TWITS SECTIONS CROSSWALK E //` 12i' 12 E. THE C MAY BE PLACED A RADIAL IN TANGENTIAL SECTIONS PROVIDED E 1. 12 THE CURB OPENING IS PLACED WITHIN THE LMITS OF THE CROSSWALK AM r \. ~-_ THE CURB OPENING IS PULED WITHIN THE LIMITS OF THE CROSSWAN ND\a THAT THE SLOPE AT THE CONVECTION OF THE CURB OPENING IS 12'1 N'A% t;Y'y THAT THE SLOPE AT THE CONFECTION OF THE CURB OKNINC 5 121 MAXL PERPENDICULAR TO THE ClIR6. S•MN ,W,.•E •,�'YFC PERFTNIICULNi TO THE CURB. S. WR .W. `Y(9+` 9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RADICANNOT 9. TYPICAL CONCRETE SDEW&K 15 4" THICK. WHEN THE ENTRANCE RADIICANOT ACCOMMODATREFE THE STµIG REQUIREMENTS OF A ANTICIPATED ENTRANCEAVY(HEAVTRUCK 4,NN ACCOMMODATE ATER THE TURNING EQUIREMENTSi OF ANTNTRATM D HEEAVYTRUCIt 4, MN AT X: P' HIGHER THAN AT P' HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTK TRUCK FRMFICf FIXi CONCRETE DEPTH. EDGE OF PAVEMENT EWE W PAVEMENT 10. WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX ,SAME AS TOP OF CURB 10. WHEN CURB RAMPSWIDTH AREST USED 8H WIDTH F WITH A SHARED USE PATH, AT XX ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH a THE SHARED USE PATH. THE 41NW4 WIDTH SHALL BE THE WIDTH a THE SHARED USE PATH. 11 WHEN ONLY WE GURB RAMP IS PRONGED FOR TWO CA ING MINIMA) TYPE C It WHEN ONLY ON CURB NOR IS PRCVIOEO FOR TWO MOSSI GS ( A TYPE C - A 4'x CLOTHING AREA SMALL BE PROVIDED TO MAN"OVFDR A WHEELCHAIR PARALLEL & PERPENDICULAR A 4'x PIP LANDING AREA SHML BE PROVIDED TO MANEUVER A WHEELCHAIR l' PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'. 4' INTO THE CROSSWALK MTWUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE BETTER PM. LANDING AREA MAY INCLUDE THE BEiiER PAN. TRUNCATED DOME TRUNCATED DOME ` 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 12. ALL CASES WHETS CURB RAMPS INTERSECT A RADIAL SECTION OF B"-2.C' C-C .8"-2.Y' C-C CLWB AT ENTRANCE DR STREET CONNECTIONS THE DETECTABLE � CI.FE AT ENTRANCES DR STREET CONNECTIONS THE DETECTBLE � O WAR MIE SURFACE SHALL HAVE A FACTORY RADIUS TARE OR BE FIELD O O O O O zl WINING SURFACERECOMMENDED MMEN HAVE A FACTORY CURVE OR BE FIELD 0 0 0 O O -INDEED AN RECOMMENDED BY THE MANUFACTURER TO MATCH L-40OFIE0 AS RECWMENOED BY THE MAMIFACTURER TO MATCH THE BAD(OF CURB. A 0000 0000000 THE BACK OF CURB. A O 000 0000000 0 0 0 0 0 0 0 0 0 0 0 0 7 - o 0 0 0 0 0 0 0 0 0 0 0 7 LROMC RAID u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a L,NOING RAAP ti O O O O O O O O O O O 0 0 O O a + � 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 - 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 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 m X-fi5X OF BASE DIAMETER - - X DIAMETER ' iDP DINAETER O O O O O O O O O O O O O O O O O O O O O O O O O O O O D O DETECTIBLE WARNING c DETECTABLE WARRING c TDP GAMETES AT BACK OF CURB 9"1.4" I VARMBLE FUL WIDTH OF R&P FLOW I AT BACK OF CURB " 4'. I VARIABLE FULL WIDTH OF R&P FLOW I SEE NOTE 12. B/SE pAUfTER I PAT LIMITS SEE NOTE 12. BASE DIAMETER I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �VDOT SPECIFICATION XVD= SPECIFICATION SPEPER:A CC-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE REFREI ROAD AND MINE STANDARDSROAD AND MIME STANDADS SHEET OOF 5 REVISION DATE (GENERAL NOTES) 105 SHEET IOF 5 REVISION DATE (GENERAL NOTES) IDS IDS 203.05 OJ/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 0J/15 502 502 VIRDNU DEPARTMENT OF TRANSPORTATION EO-2 NOTES( 1. THE REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE MASS M F CAST IN RILE, 4NO PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. TIE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 115• DEPTH) OR INCREASED A5 MUCH M 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF ME PAVEMENT SUBSTRUCTURE. OTIERW6E T(E DEPTH 6 TO SE 18" AS SAWN. NO MJU31•1EW IN THE PRICE OD 6 TO SE MADE FOR A DECREASE ON M INCREASE N BERYL. 5. CO-2 15 TO BE USED ON ROADWAYS LEET IG THE REQUIREMENTS FOR CGI AS SHOWN N IPTEMN A OF THE VOOT ROAD MON WIN &. IN TFE SECTION ON CS OHM STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB MMINA DEPARTMENT OF TRANSPORTATION x 27-YA" MIN - 28Y4" MAX RAL HEIGHT 33 V/z' l--a� 2" R N M e. A II II II II III II III II I- IJ J 0. .A. • e,e' sLB(FILE GR 2 GR 2 (6'-3• POST SPACING) (3'-PAY' POST SPMINGI DYNARC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' ' e•' a•' BA9E &•LL D•LTD SUBBASE NOTES) �Fff T GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED WNW CONSTRUCTION IF A'D M DRECTED BY THE ENGINEER. FOR DETAILS OF POST ND SLOCKOUTS SEE SHEET NO. 501.05. K OPTONAL GR-2A METHOD • OPTIONAL CR-2A METHOD USIW NESTED RAIL USING ADDITIONAL FOR DETAILS Of RAIL ELEMENT, SHEET OS, 50 JOINT, IUD SAL ON BALK OF POST ASSOCIATED HARDWAREEFURNISHED SEE SHEET SHOP NOS. CURVED AND 501I P WHEN NEST:° RAIL OR SPACING WILL RAL 6 PLACED ON BACK OF POST RAIL ELEMENTS FEET ARE FURNISHED SHOP CURVED FOR RADII FOR (R-2A THE POST SPMXW WILL BE 8'-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SMAL BE SET PLUMB. FE SMALL BE SET WITH A VARIATION OF MORE 1HM PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SKCIFICATONS. ALL GR-2 AND GR-2A RAL L BE MNJTNED AT A (EIGHT OF 27&" MIN - 28 M !AX AS LEISURED PER HEIGHT O GR-15. ALL W-BEAM RAILS SHALL SE LAPPED N THE DIRECTION OF VEHICMM TRAVEL FOR THE FLASHED ROADWAY. THE OPTION& GR-2A METHODS OF NOTING WE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STA6DARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. RARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH MY NE L5 FLARE RATE FLARE RATE 70 9' 30'1 15e1 W 80 8' 28U 14H • 50 6.5' 211 11:1 40 5' 16.1 B:I • 30 Y 1311 71 • 3COTT R. COLLINSIZ Lic. No. 0357911� Z � p` ' � ED � �' O .' W u LU LU f �-✓ y1/ TRIP GENERATICALCULATIONS o TRIP GENERATION BASED ON ATE TRIP GENERATION T. MANUAL (ioTH EDITION) ' ioz SINGLE FAMILY DETACHED UNITS (CODE zio) 11 ADT: 982 VPD (482 ENTER/ 48i EXIT) \AM PEAK: 77 VPH (7 ENTER/ zo EXIT) Q 5 J L9 0) PM PEAK: ion VPH (6r, ENTER/ 38 EXIT) � M CID CGB V NOTES: 1. THIS ITEM MY BE RECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMETATIM CURB & GUTTER HAVING A RADIUS OF M FEET ON LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMIINATION CURB M BETTER. 4. FOR IRE WITH STABILIZED OPEN -GRADED MANAGE LAYER. TIE BOTTOM OF TIE CURB L GUTTER OF SO BE MEOCWOMMWS �MTO THIETDOITIE COPE THE PAVEMEINT. 5. &LDWABLE CRITERIA FOR THE USE OF CG-8 IS BASED ON ROADWAY CLASSFICATIW AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANTA IN THE SECTION ON CS U STANDARDS. RETE OF THECCOONTRACTOR COMBINATION 6" CURB AND GUTTER VIRCINA DEPARTMENT OF NNISPORTATIW Ail (RA0115 TO SE A4 �" xX STREET APPROACH SINE R I AS MARINE ROADWAY (SEEE NOTEOTE 6) sXowH W PLMa, C C I}.� 1 (SHOWS TO ASUTA. / COMBINATION SHOWN ON PLANS) / CURB AND BETTER C" CSIE NOTE J) R WEW/ N I ION IEEE NOTE 2) fi,. � OPTIMAL 8^ FLOW LIME-3 , JEOINTMSION e •011 BETE: WIDTH 'RIP 2'-O" OR AS rA' NNNNE ROMNAY SHOWN ON TYPICAL SECTION. A� PLAN VIEW MAINLINE MIDWAY SLOPE 1UFLARIBOLIC CURVE EDGE OF SHOULDER ON BX NA D OPTIONAL FLOW NE _ ROPE CRINGE ® - _ - - D ax TOE SLOPE CHANGE - - - D l FORSE FOR SEAR ICY MINIMUM ELMC SYSTEMS. -RIGID BARER SYSTEMS. PY OF THE SEXED AND SIGNED IS OBEAM� SPECIFICATION CIFICATIM SREFERENCE ROAD A'D BRIDGE 5 STANDARDS ROM AND MINE S STANDARDS STANDARDRwI 13LOCKED-OUTING W GUARDRAIL REFERENCE REFERENCE RENSDN DATE SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 906 502 201.01 501.0E ON/14 VIRDNIA DEPARTMENT OF TRANSPORTATION A ROAD AID BRIDGE STANDARDS REVISION DATE SHEET 'OF 1 201.03 CG-11 GENERAL NOTES 1. WHEN W-11 B USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED N ACCORDANCE WITH AASHTD PINKY AND 174E APPLDABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MMAIAL.INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF AMEPATED HEAVY TRUCK TRAFFIC, TIE DEPTH FOR BMW" & CURB RAMPS WMN THE LIMITS OF THE RADISHOULD BE INCREASED TO ]". 3. WHEN USED IN CONJUNCTION WITH STNDMD CG-3 OR CG-] THE CURB FACE ON THE STANDARD IS TO BE AWUSTED TO LATCH THE MOUNTABLE OEM EORFDURATIdI. 4. SEE STANDARD CG-12 FOR CURB RAM' DESIGN TO BE USED WIN THIS STANDARD. 5. OPTIONAL ROWLNE MAY REQUIRE WINNING OF A PORTION OF DOTTER TO PRECLUDE PONGNG OF WATER. ENTRANCE NOTES S. PLAINS AN: TO INDICATE WHEN CONSTRUCTION OF A ROW LINE IS REQUIRED TO PROVIDE MSFRVE MANAGE ACROSS THE ENTRANCE. ]. IMMUNE PAVEMENT SCULL BE CONSTRUCTED TO THE R/W LIME (EXCEPT MY SUBGRADE STABILIZATION REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) 8. RAOUL CURB OR COMBINATION CURB AND GUTTER SHALL HOT BE CONSTRUCTED BEYOND THE WIT LIE EXCEPT FOR REROC£MEMT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CAR HGES 5'MINI COMMERCIAL ENTRANCE D" ME LISTED IN TIE &LOWABLE ENTRANCE GFME TABLE. THESE VALUES ME HOT APPLICABLE TO STREET 0 CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTIOW. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENTRAIDE VOLUAE CRANE CHANGE DESIRABLE MAXIMUM HIGH MORE TIN( I500 M 0 X 3 X MEDMN 5W-1'J°0 VPo A3X 8X LOW I LEGS MAN No VPD S8x BX GLASS A3 M', M, • III,°• NOTE( ALOWAiLE ENTRANCE GRACE TABLE 6 NOT (X.E.S.I •i' •M• APPLICABLE TO STREET CONNECTIONS CONCRETE -�\`_�� - - SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV WWI VIRGINIA oEFNIYENr OF rRMSYORTAHW 2G3.G4 M 1--I 1 �l Q rnN V! W N W Q >_�/ LLI LL J Q m W I1 J ~' J 1HQ O LLI w I..L Ism ® _ C,6 U LU 1 L Y � O LU 06 z Ul vJ Z W LU V / �z U yJ J � J m w W J IJ r n �l V T C:)0N O I W r LU F Q W d � JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14 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. 2. 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 (1-8o0-552-7001). 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. 1o. 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). 3.2. 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 POTHER 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 BY THE 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 24' IN INITIAL BACKFILL 2a IN 8" 8" 8' 8" MIN MIN, MIN. MIN. 6" BEDDING iy-.Ln P4.i -•--�'' #68 STONE * STABLE SOIL ROCK * 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 a INITIAL BACKFILL 4MI UNSTABLE e" W. e" B" SOIL\ _ MIN. _ MIN MIN. #68 STONE _ "GRANULAR FILL AS _= �APPROVED BY ACSA `\ S A IL OCK, Z STABLE SOIL OR ROCK, 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 BACKFILL, 3.THE INITIAL BACKFILL 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 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, FVARIES �1D':� SY 5' s WATER SEWER d C LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER IL SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & 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 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT y TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID i U f a 2 N M LVE V42'x 2500 P.S.I. CONCRETE G AREA. THRUST BLOCK aa .. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 151/2" E.II.W. 1574 CAST IRON CLEANOUT FRAME AND LID 101/4" INSTALLED BLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2' AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT C3500 PSI) REQUIREMENTS 1'- PVC FEMALE CLEANOUTADAPTER WITH INVERTED NUT SCREW CAP OR i,; '• FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406-10 AWS* " WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45° BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL- WYE (TI- -- F-- iY v��� ������� �ky 'A BOTTOM OF TRENCH SECTION -A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CLEANOUT FRAME FRAME AND LID - - - - - (^I- LLL I i1 II H Y II I I�'�r51 11 1 \ LLLLL a� , LLLL - � 5' 'WE SEWER LATERAL If A A CONCRETE 45° BEND COLLAR -------24 PLAN VIEW --- --I STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ap ACCOMMODAI '�l�'' ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CLI (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" BE 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8. 45 2.88 2.66 2.77 0.28 22 1/2 1.66 2.16 2.69 0.13 3.18 2.91 2.88 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 1.21 11 7 /4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES 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. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 ID-3 I- 03NfliES9W . 3/4' MAIE PIK COUPLING OR APPROVID EQUAL T ME 'K' SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY REVCENTIL SERNCES M DUAL RESI IAL AND IRRIGATION SERNCES 1 XI-x1- TEE T NOE NO SWEATED nmNGS Y DUAL SERVICE R 1 CCIIPRESSNIN . 3/A• MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE WFT COPPER OFOR 115E ON DETACHED SINGLE FAMILY REVDENIIAL SERNCE WERE AN IRRIGATION MI IS NOT PROVICED. SINGLE SERVICE NOTE: 1) $/LDLES SHALL BE USED ON P4C PIPE, FCAST IRON UD -RNISHED MADE 1D'-Is'NNC YEIER Box " A TIET) 7BALL 1/B WIND GDUPLNG1 METER CORPORARa STOP SACK YOU NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A H z I 12" I I 3000 PSI CONC. 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 LU BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN TUTS FIG. S-1-B TD- 27 - - - - - T Top View 6" MINIMUM A4 4' MINIMUM 4 O 4" MINIMUM d. . d _o 4 A . a NOTE: RESTRAINED JOINT FITTINGS. Side View - - - - - 4 CcctlOn of 95% G13oMpmpaClbn requires Galvanized Ste, W12 x 14 (min 3' min. penetration it soil , or as approved ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTE- MIN. 60' DIAMETER MANHOLE REQUIRED, E_ Nx, Y EP �PA DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER d, e BOOT. � 4' GASNETED STOP CDPOND e • ' DROP PIPE PIPE STRAPS (STAINLESS STEEL) 27'. o 2- VERTICALLY EVERY 2' ? VERTICALLY 90" RESTRAINED BEN➢ .4 SEWER SEWER IMN31LMr A .. PIPE 1 4, . *'• I " MAIN SEN EN . y•A.. iA*' PIPE PLAN PROFILE MIN. 6' BEDDING WITH N0. 69 STONE L 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 SMALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP F ITING WITH STANDARD GASKET JOINT. 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 CONNECNON DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE IM OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 MI 90 \E Ew Oy L E,12 EEO . rc TD-30 np $U In C Ny } J \C ZZ 2 oEa*O x*8�. of oE5 Q o2E" nrg In �1 V u Jo _ 3 um� oA. " _E �� o _E a o - e JA E• A nE N�a �+ m jz n E ?O� n O 0 �E �E o C) E go E U �m �n of nR . i 0 N N A �" „a LU Q 0 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG SHAD TD-31 FINISHED GRADE =1TI- 1-1H1-1T1���'-ITI��T=T1r=ITT-I FT1 1-1r ITl 71 FT=Tll TRENCH REDUCER - T < �2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - - - a- --------------- UNDISTURBED SOIL - g 18, MN } PROFILE VIEW UNDISTURBED SOIL - EDGE• { --- OF TRENCHA - 24" MN. - - - - - - - -3- - - - - - - - - - - - - - _ m /REDUCER 8" MN •' :A r 2500 P.S.I. CONCRETE THRUST BLOCK 8" MN ----------------- -.-Q. 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. * 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. R THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 V COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8'F-1" METERS) NTS FIG. W-7 TD-13 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 THE TOP CCROWN) 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 ) 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 LINEN SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WTH CHARLOTTES - VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (z7o ) 18"-22" VALVE BO% CL FT. P68 STONE 42"MIN ` 6" GATE •"., VALVE 0 8' % 6' ' TEE 250E CONCRETE 1., ` I BASE AND THRUST _ J •2:, - .( / BLOCK AGAINST - \\V'I AND UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O)� WHEN RESTRAINED JOINT FITTINGS 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 COfNCRETE. 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 IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-B FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE =1_. F POSSIBLE II. - IIIIIIIIII IIIIIIIIIIIIillll- �"` BRICK SUPPORTS OR SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION 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 WATERLINES 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 BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" UFTS) EMBEDMENT • THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING N0. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 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-33 TD-34 3COTT R. COLL NSZ Lic. No. 035791,E Z Z O d LU Z 0 J DO =) LinZ .JQ-, O u � F Z ^� LU W �W/ Id. a � J z N O ® M (J) 1\\-1 / L N Q m W N N W > �VD / LLI �/ LL J Q U)LU TT r Q JiO J LLI LU 06 2 U 1 w L L Y � O LU 0;b z LU LnU^) J z LU U% U U (A O ED ED IJ LI J Of J IJ ~1 V 2 0C:) 0 OIj U W r LU ce w _ a Ur) JOB NO. 182150 SCALE N/A SHEET NO. 15 l � I) / / / / / / � - PRE -DEVELOPMENT SWM PLAN: ' / / / / / 1 I l \ \ \ \ \ \ - , ,- // / - \ � ' : - l / I/ / / I / / / POST -DEVELOPMENT SWM PLAN: - ` / \ /' I / / / f I \ T ;�-�- // / /M \\ \ \ \ - - / / I \ Post Develo ment Im ernous Area Summary \ -- - // / f :, ® / / I I } 1 / / / / \ i � SC4LE1'-120' / / /�j / I \ \ \ \ _ - - ' - / ' / / / \ V \ � / , I I // / / / / / / /l I - Unwptured Overland Runoff P P Y / / / \ - _ - / /, / I \ , - \ \\ � ,�,- �/ \ \\ -�, / I I / / /f I I I I \ J / (\ SC4LE1"-120' - Buildings & Patios/Decks 32,334 sf Block 16 & 17 TH 0 \ _ / I/ l VI III l / / _ - - - // / / / 1 -\ i/// \ \ \ -- i i I l ®® I I// /// I I 1 I / / / \ — " -- j 1'D i— — — — — / / -- = -- �' / 1I Z c v v — — — sf / Subarea 1 v' � /// ® I II A \ \ f, �- — ' v_ ��_�--- — — v A v /I/// II / //// I II \ / / / / v� = -- /'—_ l / - \ vv �v - --- - - -- ®. lI", V A 1 Vl v Avv v_ --- — �'/ice—=/�i/ / lam• —�vAv �� r'���� vvv�v � lIllll IIV�I/1T�I III1\ \\<(���— — //� �I v�v l /�� a l'1� �V A VA \ , v- — / // /i/ /%� / �° v� v� _ - -� �� v �__�_- �i / II ® �� VA \� "v - //// ---��� 32,334 sf Roads&Sidewalks 183,916 sf �, `� --��/ ''1I � VAA V A AVA v-v /--- - _i// �'�ti / / V A\� �� - / I( I ®r I- �� �\ V AAA - - -_-/ / //-_ //' v �_� v \ - _ // / v -- -/!- 11� , vw I-- L/ // Ib �1 �v A \ AA vA v v �/ ;�_ � -- / // /i/ //� / � � _��v'BuiIdings&Patios/Decks 111,267 sf SCOTT R. COLLINSZ V1 /-1 � � \VAA V Av v\ _ - i ---- ✓ V i / PROPOSED FLATVDOTCLASSIICOARSEAGGREGATE OUTLET / - me A - DrIVEWaYS 241SO sf -_- - - A \ \ O PROTECTION w GEOTEXTILE FILTER FABRIC UNDERLAYMENT. / ✓- `� _ /� / �' - °� v �` ' Li Lic. No. 085791 .� �\ ®'. A V AV AA \ \ VA ��---�u✓V�— L/%— ' / /�.�"�� \--_�--,/ VA -- �i'.. Al —' �I / _� — ^� _ ///� // �, ��, V �_ �� / ®,. A I I I \ \ V A A �\ V \ \ V A / / � - - _ - / / % / / �/' `�. - - �� _ _ .� \ A\ FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS & - - - _ _ / i - /, �/1 \ V A� "� 4' ® A / _ _ - /-.1---]-�--• / _ - V } ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9" / ._ -L _ - //f/ j / / ��� v Subarea 2 "�'p w v > 1 A 11 \VAA v � -� -�- '%ice �' ® ��" -� _ / /, ::: � V /// } I V ✓ - T /� % / -- / \ ® \\ / -� >- -, Roads&Sidewalks 52,218 sf S G v lv $ �- ®� A \ V AVA \ v � //�- . v v v b�- v v-- � � / / c oNAL VA\\ /// /® -1 I A V v \ v ' - �'� /-///�'--%- - ---'- � A I V A \ / T -/ ' j �- // _ -- Buildings&Patios Decks 47,550 sf I y A V \ \ \ \ - / - - T / /� / i r- VAS ��. V \\ �s �. - I \ \ �� \� PROPOSED SLOPED VDOT CLASS RIPRAP LINED _ _ 1 - / /� - / / �/ / - _ _/ \\\ / \ \ - - - v i - // -/ -! A „} & ,, Vi^\ CHANNEL GEOTEXTILE FILTER FABRIC 'ice,-,. - �� / -�_ - / "� - - � // 00 / 1 \ \ V A - � - -n 5 - - - «�^ V AA\\ ® '° --// _ - - Driveways 11,900 sf / )\ \ _ , - -e �• //_-/i _- - \\\ I �I PV UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. _ I �j� / i// - j- -: I I - ® I\\\14W e -\ \ - \ -- Tl _`��/� TLC �- 111,668 sf \ \ / // y ®\ \ \ \ _ .. / - - , \ \\ / // / / / , / - - - - , \ / - ' - � � - -- - i ,��' \ / - - \ j/. / Post Develo ment Im ervious Area Summar \ \ / //®\-/ :::' ��..-.` \">' /- ...///�ii'/-/'� \ \\ )'III r ;'/ / / =j \ `I /,' ® ® :-\ \ _ < __- i, i /` r \ //O ..� ...0- _ ,— ." r,..,.. _ 1 . // /� / '- - - - _ - \\\1' � / / I I I I / / - - 6 \ ( \ \,� / .:•�::• \,�, ``:-..;' ` \\ \ �, ": ..> " =y'`9 i / /� i _Y -- FUTURE SWM FACILITY '� P P 11 Y . ` / \ 3 >:... - ... / /_ - _ - \" / / / - - � - � � ( �C® :n-, -- -- — � / / /_ /,"Block 18 (Future) LIMITS OF FEMA APPROVED'. / - " . ��i /X ' !/ //, - 7 -� - \� \ \\ J I I I \ 1 \ l / / / \ \ \ / 6® f: a -- �.:., . J - / - - _ < , Subarea 1 - \� ioo �R FLOODPLAIN \ - // �. s/ // �1��// -- - = J \ \\ \ \\ I I) I I I I \ \ \\ \ / - - - - \ \` / A LIMITS OF FEMA APPROVED., / - _ - - \\ k'1'I l d` m __ J _ \ _•:i r/ / i/ / / / ��� ti\ �� \\ / /) % 13/ - - - - \ �\ .: x.:.. ioo �R FLOODPLAIN - / / / / - ice\ \ J Roads &Sidewalks 72,595 sf . ::.... V - / \\�V / /// /i/ / / / / / �. / , _ / �Bwldings&Patios/Decks 112,605 sf _ . -. / / �= yi��i - /// • / /� v� / // / / l / - -v �� - �- / /. A / /. / /i �' - �.,•�✓ - . i './i /.-.--!-.-!i i �;'� / / / - - A VA\� �// / / / j / l / v / / A � { - _ / - `--�''t h-� "i.�. �%' \,__ ,,, �� '. ��'�' -. - ,i� // DFIV2Way5 41,500 Sf —Ik'Il/ /a / / / r v / / // , � / 226,700 sf / :: A / �"'Y. 01 %�/ rr�I'1/ • / / _ ten. Ate- J I I / I // / / / / �/ is'�' PIiQPOSE ' /./.'.,. -- -1 /, ✓i-�.-• l -•% - 3 l _ . j.' ! % i ��/ I ✓✓ /� l' ! // / s / - l l / %/ / /r -it- � - A / i .. -. �CONE� SATED• ,- . _ - (� ® / .•-•.%`.�/./!mac' ... e"' J"• C G / - l l / �� ��'� �� �1 / l ( / / / / / ✓ A� /OUTFALL_#2(TO•POI,#2) .='-'--,ram ��/. ��` ,�'� `� i ', /�_ y� ��- ",��• ;�' Subarea -- z0 ® (.. - - / 'Ps •/r f• N� -- / / / / / / / / - - � -,. - v �) // / / / ® / ! �!i;.,: .. �� ��' �� /,., ♦,� v Roads&Sidewalks 21,157 sf '" a ® '� POI'2 /. 77"-///////- ---/ // / i QIV / ��----�9�1� I ,//�//// /�/ jam/ Vvvv�//1 ( I / /// // ®®®v ® %.�/ _ - �� �� -r ��_, - - �y ^Buildin Buildings Decks 20828 sf � / // / �� / ®�, -� / /ii�*O*,- , / / / ��%!'—j PROPOSED - ��#- �// / / / / / / * — —�, v �' / �_, I I I i / /' / / / ■ / /// - / /// / ice;-, GREENWAY, TYP. � �* /// X / , / / -♦ - "� x / / /I ) / I / j - / ®®® COI#2 a Y a •A PROPOSED ♦♦ w � - ✓ - - - / 0 - - / / ®v ♦ ■�-♦� , - C v �/ Driveways 8,500 sf v�i m 07 ' I' I :: I / I , /// / / /// / /// j / // / / / /� - - - i / ♦♦♦ - _ // / / / / / / / / ' as GREENWAY, TYP. / ♦11 v ` - i - SQ485 s� z a� is®�� '®:: ' Y/ I (/// / / / / / / / ///// /Z/ a"� / / v---/,, ♦ � - - /iJ/ // / // ® j y ti�� ,- - -- i v Ili' in O'er ".�. /♦ I I/ ��///// // / / / /// / / / //" m/�/ /A�---// / ♦♦.- - v -- / / / / / /- � �...• _ :- --� / / / / / - + iii : / /', / 1�1 ® �♦ lull l� / / //// /// ---' /�i • -///� / / // \ ® y.. �.:' W,%' f _ / ( - / -- �� -_=r=- i �_- �� SUBAREA 2 �� ,i: v / /I I _ f I / - (A w O �: I I /1 I / / / // // / SUBAR�A l f - / / ♦ �' - -/ ���/■ ,,.A ® _ �`_..-� T-- - v(, - �,_ �t,.. - / ' �+"I�I ,II •, -. / _ V♦ o / / AaaaaAaa�Y_ - 0 I \ I I Z // 1 1 I I I I I / / I 1 I / / // / //// / 6.53 ac. - / / _ /� // / / / 1�■ ■ Ill - cN-R2.o Y - : - - ` � I �- 1�1 v ® ll Vv_ >°� \ ( / / / /// I cN-ss.o / / �i anunn��n- - - ✓ / i C ',\ ® y Tc o.Itnrs. \ I - / - - / ♦ ■�a�t� A I ■ ® ' V I I �/ // 1 ( Tc=D.I6 hrs,/ / / -- / - / / / ' ® I .. �1 • 1 ::::: ® / I / I ® Il 1 1 ))I1*�, � II I I I 1 1 // �/// )l jl/// j////� / / � /' �� f - / // / A � � 1 i ® � l I ' ' _ _ ' l l W I PROJECT ®� '. /�//� ��� IM�I 111I1�////�/ j/// // / I l / / ♦ / // /, A_ - v //I/;; I ® � I Ill ♦ ■ / -' ■ I � �i� -- -, - - - / li I - ;Iv li I BOUNDARY (TYP.) ® .. I I I 1 1/ / I 1 I I I TOI I l/ 1 I l l' / // /�/ 1 I I 1/// 1 I / / / 1 �/ /; I PROJECT ®� - -- " - 9 1 v�'y (\ I//// / // I III I 111 I l/ / / l I I I / ) ) ) Ir i w / . ♦ - ■ I v \ ®; ) V ( I \V // / �/ Ili I 1 / f / ♦ �j /----- /L- } BOUNDARY (TYP.) d r.A -- / I \\ 01 / / / 1 / - /11 ALBEMARLE COUNTY - - �I♦ / / / ♦ - / - - - - ` - - ® \ \l_ a - r T l l � I 11 �I111 �l �l ♦�♦ ♦ •/ ■■ ■�� ///-� A 1 III / I / / ------�---' / A ® A�11 a r; ■� FUTURE BLOCK i- - • �41 ,/, MANAGED STEEP SLOPES l � I I AiE � / v 1 1 ALBEMARLE COUNTY -- - Iv ' a� I / : Q-. \ 1 I --,� / - - -' _ �_ — - - - DEVELOPMENT - j'/ ®/ / A\ l } 1 I / l / / I I / / /i A III I I v/ l MANAGED STEEP SLOPES / `: ♦ A _,_ // r, II 11 / / / / / ���V'' I 11II W \ \ I/ / / ( I I �' //// V vA 1 \ � � '---- ----'/ - / �/7 i l/..' „, -r -_� r- - = �I v - '�_- -' -� i 1 1 ' is • / r / l / f ALBEMARLE COUNTYf //✓ // / �� \ \\ �\\ \\ , III I \ ` \ 1 / / / /j / \ \P I - I C) / / / /i \ \ - - - / # ® / l.i`, :. _! _ 0 1 � \ i` ✓ - - ♦♦ w o PRESERVED STEEP SLOPES% - / /� _ \ \ \\ )/ / I 1 / / / / I \ - / - / // _ \ \ - r ® / �I = / -/ ��40 C i / /n // // /// - _ _ �� // / / / // / l 1 / / / �/ i � � � 1 /l �l l I A / - / / , A \ — � ♦ ALBEMARLE COUNTY, - � - 1 - ♦ ♦ ♦♦ r / / / / / - � � I / / / / // / l l �� - / i / A\ - 1 ®//PRESERVED STEEP SLOPES% - - - - „_ �r I� �,- �� " v ��� ♦i ♦ C / I� t l/ / �% / � / / // // \ \ / IPT I ///%_�;_= -i/� ♦' / // / I / / // ' // //�-) ///� - A -�/ //r A\ v ' a /�lI /;i- „// /�//� _ �' �, ' / s 0 / I III/ /�/// / / - /// / V / / / r / // / \ - //// /\ !�_ /. / ® \� / / -/ �. // I / I I 1111 / //1 i�N�r!q/ � � � -/ / I / � // / / / J l I (\ \ \ — — / / // / / /� y — — �' / l '„ \ — cam' / \ 1 1 f \` l/ Its ,�I I I \ 1 I I / /ram / w / I / / / \ ( I \— // / / \I , , 1 E J I / I// III \\\ \ ,*T /// /// / r✓�/ � // /i / \ \ - , /�� ---- ,/ / / l \ \\ �� / // / l / M/ / / / / // \\ \ \ \� — / / /---/�/ may. / // ��/' \ L r- _It_ _ �. -- // - / - / i - _-- 11 -A� \ \ \ I// �"'�\ \\ 11\ , \ \\ \ \ \ I , i � _-- ' //� //// / f,I I\ \ --- �/ /// /- �nl �l \1 :. f - - - // % 1 �/ �/ L9 a) L.� m IY �� V / - / 3 n a A / 4W / / )����-� � 1 A , 11 -I-----/ // /// // // 'V I \ \ �2w"o Hi�t� /��//// / ,//� � � %% '/ \ _ /'• '� i• r' � of M - /- -- - / // / / I v------- - - [ C/, / //"� // I \ // // / /// / III \ _------ //I / \iJ/ / M / / / 11 1 \ 1 \ _ "� // // %� / ^ ,\ _---- i / i I I /i - \ J/ Z a O 0 ., •I / / , j / // ) 1 I I V - - - / / / I / - - - �' /% �� , " I --</ / SUBAREA 1 V- _ // - /� I —I .`? - \ _ - - _ "I / / / I // / // / I / -/// / / /// / AA\ -/ --mac _�- /�//i ♦ I v '' �� �\VA v '' '�//� // ���i/ o . - I 1/ / / / / -I--' ' -/ // / I A� �� ��-- i; '` G� I I � l/ i -� i, "/ ;� 2292 ac. �:. A \V� _ �_> /i / I r � � � � �I� '. I / / l / �/ / � �ti -i -/ - �/ / /�/// A �- --1 -_%' // ✓�' ' / , •' / CN-81.0 ,' 'J .. / A , - / /�/� M P ,. •.I- I ♦ I / / su/BAREA 1 — � / / / / // 'I I v -- — — —_ _ / / � v. I I v / /✓ i--i i. "-L I III // / / // / 23.29 aC. --1 --- / ,..' / /// / /// 1 \ j am' -� �im-� %1'" // / .� �.- �. ,%�Tc 013 hrs ,; // II V �_- /- /j//)�/ ' `� , 0 ;/ ,,. III I 1 / / / 1 CN=9 ac. A - / / ' / / / / I _ -i�ii - - __ _ =.o, _ +_ - /� L - / �. - ' �/ /.- v I e - " I / i � - ' / / �� - - - -�" ' / / STORMWATER MANAGEMENT NARRATIVE: n / ® A l l l / / / / IT =0.18 hrs. /' / / -' / / / / / / A VAv�� �i / / --_ - ✓ / // I( \ %! �� 0 PROPOSED / f ( \ / - -' / - - / / ///� \V�A - /i / 7 / _ �!/, _ / - / - / / / v = - �' / / / c � GIN 0 REENWAY, TYP. } I / / - �/ // ,/ / �i '.'.'1 ® 1 PROPOSED ��' i �� ///// / f \V� / ovERvxew p o - 0 , / I - -, - - - - - / // / // //i/ \ / - �� ® /// . / v - THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO / � / ! I I I / / - / //i - % / TYP. ; ;'� / 1 - ll i / / � o GREENWAY �l 1I / / /' -� / i // � �_ ✓ ��� / � � _ / '--� - �� �- � ' � V / � // //i/ � MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORM WATER MANAGEMENT PLAN WILL � 00 ° `'� I I I 1 - / - - - / / �/ A / i / / / / I - /) / �' ///j / � —=-- . COMPLY WITH PART IIB SWM REQUIREMENTS. N � - 1 - l / I \ - - w✓ / / / / /, //>r / R01ECT BOUNDARY (TYP.)i / / // ' � _ ` - • a A r�+...,,�w„ /' , , ,"-.��,. / , v�/ /� ��/ ,1f/)/ l/ \ \ �� -1 / /� 0 1, I III ,.. I IIIII } I I ( \ A / / / I / / /// - i /�i// - / � ; '-",'t '>. / / i�11... . - / I WATER QUALITY SUMMARY V / z 0 y, I ; w / < , . :�+' ,' :7" //' ROJECT BOUNDARY (TYP.) THE STORM WATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST Q i V A , Il.r .I \ 1 1 1 I I I I \ V - / /e' - / / // j, - / - �A /�� ' I -,ii 1• v -w y - � /, - -- f �� \ ---� - �i MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING A CENTRALIZED LEVEL II WET \I\ ?: - \ \ V� \ I I III ( \ v - - / - - / / / / /�// / � - // / � (� \ ,._�� y , ^,, /• �.... / j - - - � ..- � POND WILL BE IMPLEMENTED. THIS BMP WILL TREAT THE BULK OF THE PROPOSED RESIDENTIAL \ ��/ � ,��\ \ I•, A\ \ \ V A 1 \I I A �, - - / - - / / / / _ �/ v % � � r: > i �_- / DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT THE PLAN PROPOSES THE BEST MANAGEMENT ` L LL _ \ V A' AJi. A 1 A \ \ V A \ \ \ V �, / / - - /�// l /r -./ / j�� �� I �1 - '- a II A , - - _ - i f� � -- I � .- PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE III 1 1 1� \ \ \ \ \� \ �� - / / / / / j // // // J� // / / A \ �� - - - I , I �F �.'j 7/ AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING N \ - • \ �j\ , V A \ v, _ - - - l / / /// //� v - / ii c::- `� \�1VA �A P `% �/ / '/ / ��� 'WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING — r / - NUTRIENT CREDITS \vil I �� v vv }v vv v / / ///// // �, / / I _ / - z z a / /// // /r/ �'" - / / // ( \ •' Y - / / / WATER QUANTITY SUMMARY ��� III'. ICI\�1. 1AIII I AA� v /�- /i / /i/�� //�i� /j/ r/ ll) / / Iv_ _ _ // / fA i--i i I) IJ I \I I \ v v v v /// /� i//sf / / /// / // / III l / � I ., L \ \ / / // v •,� / / / ) I THE PROPOSED DEVELOPMENT OUTFALLS IN (2) LOCATIONS IMMEDIATELY UPLAND OF VARIOUS EXISTING I/ \ V AVA \ V A V A V / � / / / / �( / //// /\ 1 1 / ii ♦ v - •/ r ,./ � / / / // I / 1 / CHANNELS. WHERE ROAD / INFRASTRUCTURE EXTENSIONS ARE PROPOSED LEADING TO THE NEW P-I ( \ \ V A �A VA A \ 1� / / // / / / / / 11 \� V < < \/ \ j v // >' // ' / /// /� I RESIDENTIAL DEVELOPMENT, ADEQUATE OUTFACES ARE PROVIDED WITH SUBAREAS LESS THAN 1% OF THE `o ��vv � - v v v /'-v /// �i�//// / I1 A vv v v v ) //T I� A I / / A \v' \ V A �� - / // /J % I / / )) V - A A A , �' \ i ,/ / \\V A V`y < < N , � 1 VAI RECEIVING CHANNELS' WATERSHEDS. ADDITIONALLY, WHERE THE BULK OF THE DEVELOPMENT OCCURS A Q m r \ \ \\ �� \ \ V A\ \ / / / j/ //// / / l / // / / // AA j ��\ VA / J�X j /// A � `a " �� ` ''' ' / / / i / % I \ AA\ V A Vv '\ PROPOSED WET POND WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW RESIDENTIAL AREA. L9 � W Q o V" //I A \ \ V� V (\ A w. - - �- - - - ,-' / /// ///// %j�/ i I / l �// / , // I �// / J J / / j / _ v / r / / \ \ V A VA �/! THIS FACILITY WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE MAJORITY OF THE z 3 )11 ��\ \ / zz /v/ / <A \�\ j / / / // , AA / I I I I �r \ \ V A A A \ - / /�/ ///� // / // / //� // /// // / /' / //��v // / / � � � �. \ �' .I c� V , `x, % � � �//i / �/ // / // ,/ � �// j �J� jj� % PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC � � "`� c V`; \V �� AV - %/�// i�// ////� // ///// / / / ,/ / � � i//� //// ////// // ' / /i X'-/' ///' Q a Q I o \ \ I // // �/ / / / / / / /,// / J _ 25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEE THE FINAL VSMP PLAN &ASSOCIATED / • ` ®I ) ;:)- } �.'.,..� ) A V A - - - - - -_ - / / // /, //,.. / l // / // /// / // / / i .:v/,/, / . , // / I/ / �, ®' I: V i;<- v _ �%, ////; �� % �// / // / / // / I j <STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. Z / ® / I \ 1 j/ / /',' / %/)f // // /// / // /General Construction notes for StormwaterMsnagement Plans v� j - ® ` - „.� - r // ///,: - //� / ////� // / / Y`/ /� /// /j\� Y ' / � V ' . /-/ f , I I I \ \ �/ //// / // �/ // �,/ " i. All dams and constructed fill to be within 46 of maximum d density and 2%of / O // / /// J / / / / /i / / //'/ / / /� / % / / v Z/ � v � v o 1 �f' /. I' - , I 1 \ - - - - - // // / // /// // / /e 1/ optimum moisture content. All fill material to be approved by a geotechnical V (� ® y„ j/ /, j ' /; /, // //� /// // // � j /% //i� // / ( //// ' /' W a� \ I -)-: -') 1 \ // // /� -�/ / / / / / // /.( engineer. A eotechnical engineer isto be resent Burin construction of dams. �� // / / // / /� �'// / // j/j / // %`i / // �"'/ \�i I \ \�, �; (✓ � - /// / �// /// ///// // /n 2. Pipe and riserjoints are to be watertight within stormwater management facilities. -v � 4C l i i � � �', // / '/' / // /// ///�`/ //,/// / //// /// v j j � Y T� 1 A v / // / / / /%/ Fortem temporary sediment sorbasinswhicharetobeconvertedto permanent v A ® / // / // / // - � �_� vI I 1 \;' �:A�.A,:, /—� //////,' ///�////// / //// 3 P Y p... p. "vv v I I V / /%�/// /////// ////�/// �� // y //�j v W Q 1. III I I ._.,� ,,, \.� � - - _ �� // / / / // // � stormwater management facilities; conversion Is nottotake place until the site Is � -) /� A i / - „ ,- .,/ // / / // // // / �/ / ! / / / /j-- _ Vv I � 'f \ A .A -:A '� ' . _ ;.. / / I , ��/ %/ / / / // /• / // / / stabilized, and permission has been obtained from the County erosion control ��'-//�✓t,� A/ A - '---"-� '/ ' // / / / / // / % // / / / , -- i_ _ A A A > {, w i /i _ - / �/ / /) / o \, I 1 1I \'..\ .�.A r G �/�/ / / / /j /j Pector. �i'� F / i ° \A i; �,//// /// / /// /,/- � // / j/ //N //i /jii��� _,� \VAI \.I\.c�'...1. //i/ia��r//// ////////Y //� ®1.1:A.1 // / /,/ // o / / /i / > ,/ /� l0 A1AI I I I 1 i A V 7■ - /�i:r,�/// // // / /// / / / / , �r / / '/i ii�/ii// / ////' __� i :'..:�. ® t•V V'f -��/i // ,,, /// // l�l //Y/ // // / / / Y / �/ j ,/� � rl o �j III 1 I .::.... ; .: �Vmt - - / / ."/ // / // // / / / "w / / / / / , // /// / _ ... ® A • / / / I �, r / / // // / / / / ,, �/// �i , r J......: )A I I 1'_1-'.= /- / / / // //// / // / / / // //// / / /// (l I . �ii%iii' I 01 I 1 \ :�.:.. /� /i l // / //// / / l / / / //, .-//� / ( _/ I z .� I I ., .� o...�:: �J ✓ p ///// /// / / / / / // /�/ //% �/ / / // // �/ ® } I , i /, , ��llllll /// /// //// / / � l l l / / / / /// //, // /%/ ////� � l �i i / Of :-:� I \ ... v / / �� / // / ///// , /// / / / l / �` /// // / /// //// (1 V / /�%/ // 1) — / / / l / / / /// //% xz ( i / LLJ U) � //� �^ r.(.'i' \ ^- / /- /j 7,//', / l //�/ /// /// / /� ---- // / / �:»:I::: ®� �J ✓ ✓ l/ ///// ///////j / / / / // ///�/ / 1 / i �i�/�i w j l l I ", ."...: - // // / / XISTING STREAM (TYP.) / / %� / / // �/ / - // / // / / / // / // - -/ / / / I 1 v / / / �� �/ / / , / . / / / ;/ ' //�//� // // \ / //„ - - // _ ® �. ''/ /? // � / .. /� / ////// // i</ / / / / / � / /�/ / � � //// /// „/ ( (1 \ /� / / / �/ W z /Pb�#1/ \,,.. / / ///i '//// ////ll /// /T.( / / / //N//////�/l/// Y//�//// � / D r r/-/ // / / EXISTINGSTREAM(TYPJ / / / j /'� �,/ //(1 ��i � /// -/� z / - i / /i/ i ///////// / // �// / / �/ ///ii/ //i //Jl I\ ///// l / i,-,� / © I t // / / //// / // " l / / ) ,a \ / i- - / / � /(y/ / q ///// / '' / _ / / / I 1 ..,N �..'. \ _.L //�/ / „/�. �// / / // l / / / / )� // �� / %/ / l lll�/ //////�/ // / / - • POI //i,- ///// ////I //// /T.( I ( /�/i �/ /// /�� l/// y% ////i/��;� / // / �/ �' L-.:..`.� /LOCA�FAI POSED �� / / �/ / // / / / /// "� // //� %/�" ////l l/ /// � / ./Y// /�/ / // // / ® // , -_ / l/�//// // / / l I // / / l v / /� I\ ////////�// / -�� / V) / / l / // / / ,,` / l / / / / -/. / ® 1� // / //// // // //// / //// // // )' /// .. /////X///,, A/ �/( / ////j/�// /i/ //- / IIIIIIIIIIIIIIIIIIIIIIIIIII (n z \ - - / /� l / / / / // / / / l //// // / l l - / / / // / / /%� �/ / / i - _ � / O \ V I��''® / /L�V II ET, P NO i.,,// �// /// / / ) / / // // /// /// ////� // // // / / / - - / / / / �ROPOSED LE L II WEf // /�/ �/ /// / / / /i ////�; ///// / /�/�//// / / - "v f �', ® A- -. // //.� /o / / / ) I V /- - / / � /// /�/� / / ///�///�/ / / // /// / // - - - - // ® „.,� / /,POND TO PROVIDE // // // / / / /�/ /J / / / ) /// - iA/ /// /////•" l /� ,/�////j� %l /ll 11l l/ /�/'/ - - - / / / / �A l l \ I� / / / - /I /I /// /I I / •- - / //�// //j j / //// /// / A / /// l l / f\ / //STORM WATER QUALITY // / / / I / /// // /JJ - \ �\'�\ � _ I /� // ar / I ��/ / / 1 I V v v � ' //� ii � / / / / �� v y/// � / /� l// / / // / - // ® / /ll I N l / I 'l / - / / /// // / v /i////� l llll/ / / / - // � l �\ , ® / // // / Il III I I v - // / �% // �// //// // / / A / 11 I // / I V A / - / / ////i /i/ l l / 11//- W I,, ,/ ,._ // Iv - / / / ///� / / / / / \ ® // // QUANTITY TREATMENT / / I - / % / /L S/// / / / / , l / / / A , 0 /i-=v� li/ :.; //Il lIllllIII '� \ V1 � v v�� v //j/�ii� �// � /l 1111 ) //�/ // / / ///11 l// // l// / ; / � _ ® / / /,l ,I ///I)�1I �/I I I � I \ v - // /i / v // / / // / / --� / / /// - / /// / 1 // / / / / / J � // / // / / - \VA ® //n)1 A / i// 111 � ?I \ v vv\ v v v ///� / / / j / / /// /� / / / 77 / / _ ® // / / / I //III �.. � V v A w� --j//ii� ljll ///��//� / ///// /l l/ / �) / / 0 �� </i / /... I1 / E V1V (\\ vv v vv �-/�'///// / / / / // v ////// / / / ; / / - A �/ / ll I $ fit - / /� // / / / /� / �i/ l / /// / / /// / // / / — � / I � ® / , . , 1 I , 111 \ vVv v v //�j l/ /////// / / //// // / /� 7 7 / �� , I I n L Ul ® / `.t::::::. P // I VA VAV A)�\ v A\ v-�-- // / /� vv/ / ///// / / ////// / / ///- / ®y / ....; ( m 11V (\\ vv vv > //////�/, //// ///� /// / // / /%�� �/ I -- �i l l l I \ \ \ \\ \ \ \ \_- -- // // " �, �, \ )/ //// / // / / // 111 1 I r- - 'PROPOSED NC NTR D. #I \ I\ \ // �- /a // \ / / // / / // /// /// \�/ �, Q 1--I a ,� ® ,` ,e- ::::::..o-. II I Il I III \\ \ \ \ \ \ \ \- ///////\\\- /////��///// / ///� /`/ / /%// 1 I / // I ® _ � )1�/ I \1 \ \\\ \I�\ \ \ , \, - ' //// / A,/ / /// /////// / / / // / / //- I / / ® O'O- 8 I I I 1 \ O OUTFACE #1 (TO POI #1 - - / / / / / / 1 = > ® I \\�\\ \\ \ \ \ J� _ —/// C ////// / //// //// / // I \ / �•' :::...10:'I //I III I \ \ \ \\\\ \_- // //// _/l \ /�/ // �/ / / /ll/ / 1 l l ; \ \ // / / // / / / (� 11 1 \ \\ \_ \\\ \\ \ L__ _ r/// //�\\ \ / %///////////�// // i ///// / I 1 l �i ::.:::.o.: I Ill I I I I1\ \\ \ \\\ \\ \\ \ \— %/I� /// // / // I l � - - / � "XISTING WETLANDS (TYPJ �\ \ \ _ - -�� ///////// `)) /�//////l I l ///�//// / // / /ll // / - - _ :.:k.... JI 1 l I 11\ \I\\,\ 1 I \ = \� \ \ \\\\ 1 - - _ '/// //%/ //� \\ \ ////� / / // /// /// //// / // / / I / 11 N Fi0�1.55 ROA / 1 1 \ \ \ \I \� \ _ - //i/ /�// / / / / / f_ _ 1 /Tj� _ - / / \ - - - / / / / ')') / / / /j //I l/ \ l / / I Ill - - (VARIABLE WID ' ` � \ \ \ \ ) 0 I \, \ --/ // // // / / / / ////�((1 II I I I I I (/ // / /7 T I 1 �' \��XISTING WETLANDS (TYP.) \ \ \ - i / ///// // / �// / I // /j l // / l (l O t TH _ \ \ \\ \\\\ ���� �;%%i%/ /'� II I1(I T// ( JTI ROA p / (, \\\ \ \\ J/// j /// / //l// / /// // / 17-/- 00R L \ \\ \\\ (/_ \ \\ �\ - - / �( _ ( \' \I \ ////�// / // IIIII I( /( / t— C— \ \�\\\ \�_ _ \\\\�\\� / j'!-ij J//////(III I111IIIII11111\III / \1\\\ \11 1\\ (VARIABLE WIDTH) � LS\�\\\�\\\\ \\\\�`\\\I %�%/// \ /!//////�(1j1IIIIII I/�I// j/// I`( III �T��`\\\,\\\\ O w o 4�11 (I I I I I I III I I I111 \ I \ ) 1 \ /- / / \\ /s/ �' - \ \ \\ \ , - I// III I \ - _ \ \ i� /-i / // I 1 \ ----,\\ \ \ � � �✓ \\ \\ ® / ���w \� �\ \\\\\ i/-i/ \\ I(I 11111j111 llll ll 1111 1\11 \I\\�\\\ \ \\\ i \ \ \ 1 �� `\- \ M \ \' \ /i -' j l IIIIIj111 III lIllll 111\I \� �I \ w \ \ /i //� I I \ � \ \ \ - \ I I � �� v ///,/ I11111 1 I 11 I \ \ \ \ \ , '`s \ , •11� \� ( I I III \ �` o - / /` ` \ \ \ \ -�/ -- I ) , \ \ i /� _I W m \\ \ \ / / \P ` / ����� \\ \\\\ �\ 5//// \ \ \ I \ 1 1 1 \ I I 1 \ \ \ \\\ \ \ \ - - � i /�\ \) J \\ \ \ ` �- PROPOSED SLOPED VDOT CLASS II R PRAP LINED ''^\��� \ \\ \ \ \ \ G�-ii \ I I III I / 1 1 \ \ ` / .ri ^ \ i w co F E / \ ��_�\\\ \�- \� /�IIII 1 \\1 II �l \ \�\ \ ;/ /"\����y.,\\ \\ I > I \ 13. / ";�����\\ \/iii� \ Ifl( I I I I'III'IIIII 1 \\ ��\\ \, —%/ ,< \ w E ��\ \ \ \ / �\ \ \\\ \ ��y�\� \\\\`//� ) \ \ \\\\ \ \\ \ \\\\ \\\\ 1 \ \\\ \ \ \\ \ \\�\ ` _ - - i % j'\\�C\ \\ / \1 /\\\ \ / CHANNEL w/ GEOTEXTILE FILTER FABRIC ���� \\ \\\\//// \ \ \ I 1 I I II 1111\� 1 \ \\ \\\\ \\\ \ \ _ _i /��\\��3,,\\\ \ \ I = o \ II \\\ �.' I I \ I \�,� - \�\�\ ��\ �� / \ \\ \ \ \\ \ \\\\\\\\\\\ \\\\\ \ \ \ \\\\ �\ \�- � % //� \ Q\\ \\\ \ I \\\ \ \ \ UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. ����� \ \\\ �j //� \ \� / �I I I I \I\\ \\\\\\ \\\\\III \\\ \ \ \ \ \\�\ - - - - -�/ //\\`k'\ \ a U7 \ 1 \ \ L \ \ \ \ \ \ /� \ \ \\ / \ \ \ \ RIPRA� �� \ / / \ \\ \\\\� \\\\ \\ � \ \ \ \\\ � i/� , \\ / \ \ \ / I \ �`� \ \\ \ ��'y / I \ �\ \\\\ \ \\ \\\ \\\ \ \ \\ �\ \\ \ /--_ / /\\ \ I\\\\\\\ f 1� \\ I \\ 1)I \ \\\��,� I GROUND 9" MIN. AT ENDS &ALONG PERIMETER. \ \�\ \� / \ _ \ \ \\\\ \\ \ \\\ \_ \ \ I \ \ JOB NO. / ^ ` \ \\ \\\ \\\ _ _ \\�\\\\\\�\\\\\\\\ \\\ \\\ \ '0 / \`11110 I 1\\�\I ,fl/lil \\ —=d'n\ , lil \ �\ \\�-- \\ \\\\\\\\�\\\�\\\\\\\�\\\\\\\\✓=r%r�1\\\\\�\\\\1(� �, 182150 ��� 1 \ \ ®® _ \ \ \ \ \\\ \ \ ti \ \ \\\\\ \\\ \\\\\\\\\ \\\\ \ \� �i - ---, �'� lI /I IIIII 11 \\ \ \I -,J�J %/ PROPOSED FLAT VDOT CLASS II COARSE AGGREGATE OUTLET \ \ \� \ �\ \ \ \ �� _ _ \\\\ \\\\ \\\\\\\ \\\\\ \\\ \\\\ \ v i / . // //�. \ \\ \ 111 0 f �1 ® \ \ \ \ \ \ \ \\ \ \ \ \\ \ \\ \ \ \\ \ \\ \\ \ 'i'-ii � � -� %/////ill I , , \\ \\II a // �- PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT. \ \ \ \ \ \\� \ ` - - _ \ \\ \ \\ \ \\\ \\\\ \\\\\ \\\ \\ \�.' � \�- � I I \ 1\ \ \ \I I SCALE �`� -a0- ®' \ \ \ -�I -- \\\ \��\\\ \\\ \ \ \ \\\\\ \\\\\\ \\-! ii i��!i // ( , I III 1 \ \\�`\ FABRIC TO BE KEYED INTO EX. GROUND 9"MIN. AT ENDS& O \ \\\\ \ �� \ \ �\ \ \ \ \\ / /� \!-/// j' I II \ \\\I � I n r \\\\ \ \ \\\ \ ®®®- `��\I� I\\\ I , \\\\ \ \\\\\\\ \\\ -/ / ///�// //�11 ) 1 \ ALONG PERIMETER. FABRIC OVERLAPAMIN.OF9" \ 000 \�\\\\ \\\\ \��\\\\\\ \\\ \\ ✓� �` �i///(' III I1 \/ j =j20 N \\ 11l �� \�\\ \\ \ \ \`_ \\ \\\\ \ \\ \\\�\\\\�\\\\�\ \\\\iij / // I ° ® \ \ \ \\\\ = \ \ \ , \ \ \\ \ - - /// I I I III / I ` �® _\\�\ -- \ \\\ //j ///////X/ . I )1 -\ - \ \ !\\,\ ®� \- \l\,-��\\\\\\ , \-j- ////�// 1111I / // / 11v- 1V' A ®O v �Av v v�� - // SHEET NO. n \V A��AI � / VA _ vv �w A®� v v� V A\v -\ ���VAAV\V��V��vvv���i��A/�/ /�////////l 11 1�1A� ���AV IIv� `�� �V Av \vim - - - w ��®\ V �\v�, -- \VAA��A�AVA\VA\V�V�vw� i %/�//�/j/%/�//, III1111V---// 14,�,\ VA\ vw -I / vv vv v A \ � m v VA v� \ VAV A VA�v //� /// //I / /// / ( I 1 v h \\ \v � v v v V o v vv A\ V � \ V vv v�i-iv //j / / A, ---V / I // / A\ \� \ v \v v 1 A \VA\ V A v / // / / /// / I I ✓ LOT 18 PROPOSED LIMITS OF CLEARING TYP. . \ \ ✓ / \ \ / / ( ) LOTi6 / \ /. MA�CHLINE - SEE SHEET 18 } G` / IC L / ,..\\ \ r. `✓ > �. , - / /.. LOT 8 LOT i 9 77 4/ �- OPEN / ,' \ \ � I L SPACE �`, • OTE: ALL LANDSCAPING WITHIN THE STREET � _ \ / ✓ /. Ti5\ _1..... ..':/ 'r. ..A If;l-IT_(1 G_\A/4VC G1-IAI I RG INICTAI I FI'1 PR1(IDT(1 PROPOSED LANDSCAPE \MAINTENANCE EASEMENT -F\ IN, �EXISTINGroo-YEARFLOODPLAIN(TYP.) \. \• / LOT 24 LOT 30 . y / yy , j EXISTING MANAGED II PROPOSED �\ \ / STEEP SLOPES (TYP.) • •.• I �, � �, `` �__ •, / / LorzS / � �` �� )� 3/ ' ,� / /MAINTENANCE EASEMENT °• � \ \ , / '° + • EXISTING STREAM (TYP. \. LOTio I `�... Ii `�\ <� _ \� ✓ LOT 43 lv C. I �,ill { _ ... LOT - /✓ "/� \ `�... j P v� ' �"9 III \\ ✓ „ / / o { ' \. nnvirvo _ :/ .�i1ovOJOv + LANDSCAPING NOTES: 1 LARGE STREET TREE PROVIDED EVERY So' OF STREET FRONTAGE. STREETTREES SHALL BE LOCATED S' MIN. FROM DRAINAGE STRUCTURES AND idMIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. STREETTREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE PRUNED BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 5. TOTAL STREET FRONTAGE=10,937' REQUIRED STREETTREES: gig (1 TREE PER EVERY So' OF STREET FRONTAGE) PROPOSED STREETTREES: 222 NOTE: 4,276' OF STREET FRONTAGE ALONG EUSTIS AVENUE (PORTION OF) REQUIRED STREET TREES:86 PROPOSED STREETTREES: 86 NOTE: i,632' OF STREET FRONTAGE ALONG ROAD A REQUIRED STREET TREES: 33 PROPOSED STREET TREES: 33 NOTE: 2,320' OF STREET FRONTAGE ALONG ROAD B REQUIRED STREET TREES: 47 PROPOSED STREET TREES:47 NOTE: 418' OF STREET FRONTAGE ALONG ROAD C REQUIRED STREET TREES: 9 PROPOSED STREETTREES: 9 NOTE: igi' OF STREET FRONTAGE ALONG ROAD D REQUIRED STREET TREES: 4 PROPOSED STREETTREES: 4 r NOTE: 813' OF STREET FRONTAGE ALONG ROAD E / REQUIRED STREETTREES: 27 PROPOSED STREET TREES: 3.7 NOTE: i,287' OF STREET FRONTAGE ALONG ROAD F REQUIRED STREET TREES: 26 PROPOSED STREET TREES: 26 X LANDSCAPING CALCS: BLOCKS 16 & 17 28.29 AC GREENWAY - 2.3o AC POLO GROUNDS ROAD BUFFER - 0.12 AC TOTAL: 25.87 AC /. TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 25.87 AC 0 OF27 AC = 3.88AC REQUIRED z .8 � 5/o5 EXISTING TREE CANOPY OUTSIDE OF GREENWAY TO REMAIN: 71,592 SF =1.64 AC X PROPOSED LANDSCAPING: 97,115 SF = 2.24 AC x TOTAL: 3.88 AC PLANT SCHEDULE: SYMBOL I BOTANICAL NAME COMMON NAME SIZE QUANTITY1 CANOPY I TOTAL CANOPY TREES ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 15 195 2925 NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 15 123 1845 UAP ULMUS AMERICANA TRINCETON' PRINCETOW ELM 2-1/2" cal. 19 397 7543 CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 1 222 329 73038 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 34 124 4216 CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRINGDOGWOOD 6' ht. 30 124 3720 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 12 16 192 MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA Ght. 21 113 2373 PT PINUSTAEDA LOBLOLLY PINE 4-5'ht. 9 207 1863 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 385 JGO JUNIPERUS VIRGINIANA'GREYOWL' GREYOWL'JUNIPER 24"min. 281 NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 287 PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE 24 min. 52 TOTAL 97715 ®� . i �,, ;cam WINM werm �ALONG ROAD A P ROP OSED SWIM FACILITY ,11�Off \W.*.*/ I iJ%t W(4 OPEN N\ \ / /\s x \� \, ' \ + PROPOSED LIMITS OF -CLEARING (TYP.)-SPAC \ \ \ LOT3s \ / / j \J// PROPOSED GREENWAY (TYP.) + PROPOSED GREENWAY( P. PAT (TYP. (86)CIS STREETTREE / ALONGEUSTISAVENUE. / (86) OS STREETTREE s \ // / \ \ s090 f +.' ALONG EUSTIS AVENUE / Conservation Plan Notes: \\ \ \/ / / /LOT 3 - \ \ �� / / i 3� / / 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON\ AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING \_� '/ `+ / ROPERTY BOUNDARY (TYP.) I - ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. \`�\ ' j/ / \� \\ `✓ / + •/ / _'I + a.' �^• ' / V 'I 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION \ \ r -. / / LOTz / �, � _ / � - �®•4 MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES \ �`\ ✓ / y`f / ? EXISTING PRESERVED TO BE PRESERVED AND PROTECTED, / / ®• - 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER \ /< �rf/ /'.. `�\ y - �- / / �°� / •• cc MANAGEMENT MANAGEMENT FACILITIES LOCATIONS SHALL BE COSTEEPSLOPES(TYP.) ®. ORDINATED SUCH THAT THEY SHALLNOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. '\ \ ��'.'. f '.✓ /ti \ r M' / I / 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES -\ \`��" / r LOTY ASL (TYP.) TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF \ �_ i / + / �, / e TREES TO BE PRESERVED AND PROTECTED. `� - /f \ / /(TYPPROPERTY BOUNDARY (TYP.) /O 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \ \` �\ d / ; / / S(TYP MV(TYP.)--. '/ \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \�� -,-/ / / w \ �s 0._ - '- ENGINEERING DEPARTMENT. / /.. z \ \s\ 4 + _ / 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, 3. + ' / / l/v7! I { W y• 4W+f+ 4Wy� f. TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE • , ,/// , , PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS •' / / W -/ OQ / OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL ..f I / `� W \ O / �- y y LL - y y • y y W y •04 y y BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. //./ / w w w-, / 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE SED SWM FACILITY PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS RAPHIC SCALE 11 YP.) _ — — • " f' f • • • • f INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE o 20 40 eo I — — — — — — h \ JV (TYP.) POLO PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON �� BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MATCHLINE - SE T S EET + +:' II GROUNDS ROAD ��� 0MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / / EXISTING PUBLIC f ( ) IDTIiP ORo 10. TREE PROTECTIVE MEASURES SHALL THE LAST OF THE TEMPORARY EROSION - J / UBLIC'R�W _ �� O CONTROL PLAN MEASURES REMOVED DURING IN FEETVAR. W RING THE FINAL CLEAN-UP. � Of// i- / - 1 inch = 40 ft. � � � � SCOTT R. COLLINS'Z ti Lic. No. 035791,E z O a k V/ � Z w 0 C) Z J O F_ U H > z w W w c ° 6 M o o N o C a J U ® M z O Cn ' 0 o ' ^ o V / s M 3 a�F 0 V vi 0 M n N O7 o N D L I w W 0 a 0 LLI c J zL \ C U) �I Z o w ° a un o J c� w �_j7 z = Q C) U 0 w Q o E ul 'U) T� o 7 Z W a w W Z U Z w U) p z J _J J Lu o J J o 0 QII�� �I n (D 2 > N O U c000 O w ° J N c w E O w U a °o JOB NO. 182150 0 m m SCALE ° 1"=40' ° ° c ° SHEET NO. n 17 DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale ..W�_5 —5 —5 _SW� l" PROPOSED LIMITS OF C % O PROPERTY BOUNDARY (TYP.) W W W W W W W W W W W W W W W W W W W FUTURE PUBLIC GREENWAYTO BE DEDICATED To LBEMARLECOUNTY �" w w w W PROPOSED GREENWAY (TYP. AT TIME OF FINAL SUBDIVISION PLAT, 1 PER PROFFER#2OFZMA2o28000ii w W W W W W W W W W W W W W w w W w w w W W EXISTING PRESERVED STEEP SLOPES (TYP.) W W W W ,P W W ,� ,P W w \ \ ! \ \1 \\ \ LOT 1oG GREENWAY (TYP.) \ \\ W W W W W LOT 103 T ALLOW FORA FUTURE BLC FPRC�FOSED .P / / - � \ \\� \ �� NOTE: ALL W FOR FUTURE BLC NG (TYP.) ' 1' • �.\ % / II I_...1 _ I I I1 11_.._ V z II it I� F. _ N _ '0 1O0 owe_ °_' L - __ ' I 1 , \ '.� ' -�'� z _j r-----.-I '.I I I I III LOT 7g I II d MV(TYP.) o — — — --,1 C EXISTING MANAGED \ i i 5 ! %� I I I I iI' x CSTEEP SLOPES (TYP.)` �� ���� % �\ I ------ II ---- I II al N i I I CC EXISTING ioo-YR FLOODPLAIN (TYP.) 1 i /gig i --� �� I i t - I I I LOT 55 CC (TYP.) I • O i sue' - i ,l � � LOT 73 �1 '-1 i FLT 7y LOT75 -I LOT7I LOTp LOT72 ImoI 1 x x Fill 1 111C11 = 'i0 IL. w, EXISTING PRESERVED \ \ SPACE /; r er7 °% nt LOT So 1G0 (TYP. j ___�STEEP SLOPES (TYP.) PPP \ \ \ PROPERTY / O BOUNDARY (TYP.) NOTE: NO STREET TREES PROPOSED IN THIS AREA • ` TO ALLOW FOR A FUTURE BLOCK i8 ENTRANCE I I \\ \ LOT yg LOT 17 ."� .:• "�Jk"lLl t � � LOT 61 LOT aB LC - rsol'cLEARwG(TYP.)- \ MATCHLINE SEE SHEET 17 O y OPEN SPACE / v A vv� s OPEN ✓ v v v� / �� v / / / �� � � / \ � / • NOTE: ALL LANDSCAPING WITHIN THE STREET RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR A STRUCTURE IN BLOCKS 16 & 17." TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF y" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UPTREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale 1992 338 SNOW FENCE FENCING AND ARMORING "aar so I11dI ~ r EC"t) FENCE I i9i dun Car, FENCE PUSIIC FENCE CORRECT METHODS OF TREE FENCING +` CORRECT TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 ARMORING County of Albemarle Conservation Plan Checklist— To be placed on landscape Plans (handbook, pp III-284-111-297 for complete specifications) Plate 3.38-2 I. 'Ihe to litacaa items shall be shown on the plan: ZI 'ITeestcbemved; ® Limtofcletying(outsidedrpbneoftremtobesaved); El Locatioaundtypeof protectivefman, 0 Gradechargarduiria breereellsorwalls; 0 Pmposa tmen ngortmmdingbeyondthe Gm%ofelesnng. 2. Mackinac, 0 All trees to be saved shall be marked with punt orrbbon at a height clemiy visible W equipment opemmrs. No grading shall begin until the tree marking has been inspected and appoved by a County Impector. J. Pre-0omtruction Conference: U T,ee Fmse—d-asaalpmieclion measures shall berevfewed with the contractor on site, 4. Epuiumeat Oaerelipaand Star, SI saved. mi. aebicular traffi rand sinmge ofconstrucfion minerals including soil shell no[be permided within Ne drplinre of trees to be saved. 5. Son Erosion and SWrmwatu Detention Devices ® Such devices shall no[ adversdy erica trees to be saves. 6. Fees: ZI Fires arenotpermittedwithin 1W feetofthe driplineoftrtts to be saved. 7. Toxic Materials: ® To}uc rra[erals shaE not be stored within 100 feet ofthednpline of[rces to be saved. S. Protective Fepcina: ZI Trees to be retained within 40 feet of a lso posedbuilding argmdmg advity shall be preterned by fencing. 0 Fencing shell be in place and shall be inspects end approved by a Courtly InVp ,prior m grading or mnstruceon. 9. Tree Wdls: ® When the ground level moat be miser widen Ne drpkrie of arras to be aeved,abce wen shell be prmdded end aconetrnction detail subrmtted for approval. 10 Tree W a1a: LI When the oimd level must be lowered twn th dr line a tree to be sav a tree wall shall be mvide , and a construction detail P P d subrmped for approval. 11. Trenehma and Tunnelina: f<J When rcenclungra regmred wsthm Ne Louts of cleanng, it shell be done as faz away fiomthe true oftreaa as possible. Turmeling wdx alarga tree shall h mnsidared as un alternative when it is anticipated that necessary trenching will deatrey fxderroote. 12 Cleanup, M Fmmcfve loading shell be the hat items removed during the final cleanup. 13Da,naeedrree: 0 Damsgedtre lbetreatedimme&i lybypmnin&femlimtionorothermdlto&mcommendedbyaheespeciatist. NOTEATIST'HE DE ELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 7/27/2020 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Pepe 1 of 1 SCOTT R. COLLINS'Z ti Lic. No. 035791,E z O F k U Z w ED 0 C) Z J O F_ � H LU Z W W pir Ur W Ul z J J 0 M M C'7 N co 1 N O CA N \N LU J Uj Q U 1 LLI I— W yj Vl I— Uj L.L Q Q Q N g z 0 Q J w J F— f— w W JOB NO. 182150 SCALE 111=40' SHEET NO. 18 6 a