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HomeMy WebLinkAboutSUB202100026 Plan - Revision 2022-06-28GENERAL NOTES TMP 04600-oo-oo-oi9B8 OWNERS: CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 TMP 04600-o-oo-oi9B9 BROOKHILL MASTER ASSOCIATION INC 455 SECOND ST SUITE 201 CHARLOTTESVILLE, VA 22902 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-oigB8 D.B. 5346, PG. 256 iig.69 ACRES (PORTION OF) 04600-oo-oo-oigbg D.B. 5512, PG. 303 50.72 ACRES (PORTION OF) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA20i8000n 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, WHICH INCLUDES THE APPROVAL OF VARIATIONS #4 & #5, APPROVED ON MAY 20, 2022. 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 g, 2oi6 BY BOS WITH CONDITIONS. TOTAL PROJECT AREA: 04600-oo-oo-oi9B8 - ng.69 AC. (PORTION OF) BLOCK 16 -13.84 AC BLOCK 17 - it AC TOTAL = 29.99 AC PROPOSED USE: 134 TOTAL DWELLING UNITS (53 SINGLE-FAMILY DETACHED UNITS, 28 SINGLE-FAMILYATTACHED VILLA UNITS, & 53 TOWNHOUSE UNITS) ALLOWABLE DENSITY: BLOCK 16: ig UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 17: 31 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK i6: 57 UNITS BLOCK 17: 77 UNITS REQUIRED SPACE: Bib Biz TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 10.4 ACRES OPEN SPACE PROVIDED: Bib Bi] TOTAL BLOCK 16& 17 GREEN SPACE PROVIDED: io.6ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES I4o 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: 18' 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 SEPTEMBER OF 2020. 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 l PHASE OR A TOTAL OF (2) SEPARATE PHASES. RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: PARKING REQUIRED: TWO (2) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT ONE (i) ON -STREET PARKING SPACE PER EVERY 4 TOWNHOUSE UNITS = 81 ATTACHED UNITS 14 = 20.25 SPACES REQUIRED PARKING PROVIDED: TWO (2) OFF-STREET PARKING SPACES PROVIDED FOR EACH DWELLING UNIT TWENTY ONE (21) ON -STREET PARKING SPACES PROVIDED ALONG ROADWAYS BUILDING SITES: EACH LOTCONTAINSA BUILDING SITE THAT COMPLIES WITHTHE 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 51003Co28oD 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 5o' ALONG THE ROADWAYS. LANDAREAS: OPEN SPACE: io.6o ACRES (35-34%) LOTS: 22.93 ACRES (43.iih) ROW DEDICATION: 7.61 ACRES (25.38%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALKS: 245,725 sf BUILDINGS, WALKWAYS & PATIOS I DECKS: i76,690 sf DRIVEWAYS: 45,600 sf TOTAL IMPERVIOUS AREAS: 468,oi5 sf (io.74 ac.) 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: 135 TOTAL PROPOSED AFFORDABLE UNITS: 20 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. CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o i.B ACRES i. ACRES o.o ACRES aACRES o ACRES .B ACRES o.z ACRES ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o i. ACRES 2.i ACRES i.i ACRES .6 ACRES 0 0. ACRES .o ACRES o.i ACRES 6.o ACRES BROOKHILL -BLOCKS FINAL ROAD PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA NOTES: i. HALSEY AVENUE WILL BE DESIGNED TO THE "FIGURE 9: CONNECTOR ROAD - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA20i500007 CODE OF DEVELOPMENT. 2. SABLEWOOD DRIVE, LACONIA LANE, MARCELLA STREET, AND MARCELLA COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA2oi500007 CODE OF DEVELOPMENT. 16 & 17 I I i o 000 !•' U. ,/ 7 •. / /, �...:::- i ..I OPEN SPACE T_ i� 4111 \ I ® / I ® e• ` ILOT :8 / /JNN 00 ✓i K I '� I oIBLOC I LOT N kk* A�! ru 0 pal =CT BOUNDARY \- FUTURE ROAD EXTE� _ (UNDER DIFFERENT SET OF PLANS) LOT %/% �� yyy • ` • �i/ I/i LOT i i 35 I � 135 / Lo 9a q-4.T C\\ VICINITY MAP: SCALE: 1" = 29 S • Sheet List Table Sheet Number Sheet Title I 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 13 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS 15 NOTES & DETAILS 16 ROAD & WATERLINE PROFILES 27 ROAD & WATERLINE PROFILES i8 ROAD & WATERLINE PROFILES 19 ROAD & WATERLINE PROFILES 20 SANITARY SEWER PROFILES 21 SANITARY SEWER PROFILES 22 SANITARY SEWER PROFILES 23 STORM SEWER PROFILES 24 STORM SEWER PROFILES 25 STORM SEWER PROFILES 26 STORM SEWER PROFILES 27 DRAINAGE MAP 28 DRAINAGE CALCULATIONS 29 DRAINAGE CALCULATIONS 30 LANDSCAPING PLAN 32 LANDSCAPING PLAN 32 SIGHT DISTANCE PROFILES 33 SIGHT DISTANCE PROFILES 34 SIGHT DISTANCE PROFILES 36 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER ----------- GREENWAY BUFFER — — — — — — — — — — — PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE iE PROPOSED ASPHALT STRIPING ----------- zoo ----------- EXISTING CONTOUR zoo PROPOSED CONTOUR sos.] Tc PROPOSED SPOT ELEVATION 506.27 EP TBC DENOTES TOP/BACK OF CURB / / \ T/B DENOTES TOP OF BOX sos.li 7w PROPOSED SPOT ELEVATION 506.21 Bw TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL i I 3o' NATURAL BUFFER ALONG \ PRESERVED STEEP SLOPES PROPERTY's PERIMETER \ i""� 1 I ' /.'`../ I MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE SHEET LAYOUT SCALE: 1" = 100' PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Oo Oo 0 Oo 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT /R. 00-LLINS'Z Lic. No. 0357911n p 6/27/22 �v4� ZW= z O d U z Z O J k Q a e C C O Ln F Z u C u a W c w zZ i w 0 O OLLJ > w ds Z Z Q = U U (A O w j>Q N J z O U w a J w Q Z (n W I w > J Q � Z i w a i 0 N I Il N N N N N w O O N N N ~ n aQ l 1 N .N-I N V� L ti cy") Q N � M i N Q CD 0 W N LL W > Q LL; z Z J J_ > CIO LLI ' L9 0 T� 06 > za /•1 U U W' LU U Ifl O LU W Z LU � .� U) H� J_ LLI J Q I..L O O W N U w U w ~ a w to JOB NO. 182150 SCALE 1"=100' SHEET NO. 1 l Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brooldrill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 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 Brcokhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JIL, TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; 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 04600-00-00-018AO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019114; 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 04600-00-00-0I8DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookbill"(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 "Brookli ll Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations 41 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the sane definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed b right under the zoning in existence prior to the approval of this ZMA Yg P PP 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 for to the issuance of a CO for the 270th single family dwelling unit. The cash contributions Pr g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollar, 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 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 PAY P ( ) Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to for sale units, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below[ shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebu ers. The Owner shall provide the County or its designee a period of one hundred Y P tY � P 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 ) day shall commence P unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P uP Y aPP g 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 dune the one hundred twee 120 day period, the Owner shall have theright q P e twenty ) YP , 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 (P) 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 (501) 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 confines 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`s) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or 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, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved b the PP PP Y 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 fast (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) RRortingRental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle Count Housing Office a co of the rental or lease P Y g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars 24 375.00 the "Affordable Housing Cash Proffer" for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (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 In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic 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 MSU2016 MSL 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 r single family rty $ per g Y 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, Y collectivel referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be , 28 336 662.00. The In -kind Contribution $ reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the 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 ofthe first (1") CO issued fora dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled `Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 1COTT/R. COLLIN' Lie. No. 035791 4/11/22 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 z z and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall w w be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. O O I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County 8 8 and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal > > m w at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after z o8 °S c7 Z the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County ¢ ¢ _ has not so requested, (or VDOT has not approved the traffic signal within that time period) the a k U U U Owner shall be relieved of any obligation to install a traffic signal. U g LUco 0 g 2. Trails. Parks and Civic Spaces. The Owner shall provide the following improvements within the ui =o =, property: O O Q U U w A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's in w H J ¢ J ¢ CL 0 LU design standards for a Class B- type 1 primitive nature trail, shall be established within the w w > Greenway as described within the Code of Development. The general location of the Trail Network N m m LU is shown on the Application Plan; however exact trail locations shall be determined by the Owner a based on site conditions and in coordination with the County. Installation of the Trail Network W w 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 ce LU m (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 LU LU 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 N however, that Owner may reserve in such easements, rights of access for grading, utilities and LUN N o 6 maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear ¢ N CD N r4 N a notation that the Greenway area is dedicated for public use. If, at the time the County requests o C dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision r" tD a 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 0 for Parks and Civic Spaces as described in the Code of Development and generally shown on the P P g Y r Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance i` M Z Page 4 of 11 Z M Q N J ® M t 0 N Q C) Cl) ' O Services Department. At the option of the County, and in lieu of the construction of a school, a public park N may be established by the County on the Elementary School Site. W > Q 8. Public High School or Institutional Use Site. WJ % Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or J_ such other use as the Countymay determine suitable of not less than fifty 50 acres abutting a publicly- Y ftl'( ) g P Y dedicated right of way, as shown on Figure E: Broolehill Schools Sites Exhibit and labeled "High School U) Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements W or warranty as to suitability. 0 9. Historic Resources. 10 _�( W LU lity A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the Q Z � LLM= Q National Register of Historic Places. Owner shall address an adverse impact to this designation gr Y mP 8n U VJ as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), T_1 which is administered by the Virginia Department of Historic Resources (DHR). t B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on W Y 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 , Director of Community Development, or its designee at the plan or plat review. — v C. Greenway Area Woodlands Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its U) O licensees or successors of the Woodlands Cam located in the Greenway Area and identified in P Y J the Phase I Historic Resources Study for the Project. W co W This Proffer Statement may be executed in any number of counterparts, each of which shall be an original Z� J and all of which together shall constitute but one and the same instrument. � J a� U) H� ~ 2 W [Signature Pages to Follow] 0� O J < Q O O O N M! LPage 8 of 11 rz JOB NO. 182150 SCALE N/A SHEET NO. IA .1F,= y PHASE II INTERSECTION IMPROVEMENTS H 19 ImrKUVtmtNl A 3 1 f _ PHASE 11R ROA DWAY WAY IMI�OVEMEN TS PHASE INTERSECTION IMPROVEMENTS ♦ �A O IMPROVEMEMENTS , 4 OA PHASE ROADWAY IMPROVEMENTS V PHASE IV INTERSECTION IMPROVEMENTS \ �, POIOfR011Nt6 RMD / _ C' 98� PHASE I INTERSECTION PHASE IV ADWAY / / I BROOKHILLTRAFFIC PHASING PLAN y., ASyh0, \ 0 . e 1 PROPOSED PEDESTRIAN� CROSS -WALK MFSTINGTREEAREA TRARWAY CO CTIOS/,TO -- CONCRETE WAL 0 CL 1 ram} PRO Cor M ON`qE 1 PATH }AYCO.NIBE / PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONx • CONSTRURU)NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WFH TJS' OF STORAGE • EXTEN D WESTBOUND RIGHT -TURN LANE ON POLD GROUNDS ROAD FROM So' OF STORAGETO zoo' OF STORAGE • CONVERT RIO MILLS ROAD TO A RIGHT IN/RIGHT-OUT OPERATION. INTERSECnON2 • CONSTRUCTASOUTHBOUND ROADWAY PRO VIDING HT .ANE. RN AND , RWHT-TURN (I LANE. • LO-MUUCTANEON POUND GROUNDS LANE ON POLO GROUNDS ROAD WRHxSo FEETOF STORAGE INTERSECTION 9 • CONSrRUCTA RIGHT4N/RIGHT-OU ROADWAY ENTRANCETO ROUTERS • CONSTRUCTA NORTH BOUND TURN LANEON US xB WITH xoo' OFF STORAGE. ROADWAY TO PROVIDE (O LEFT TURN LANE 4(x) RIGHT -TURN LANE RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE ON ASHWOOD BOULEVARD WITH coo' OF STORAGE. RMRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROWD o) RIGHT -TURN LANE SEIVINTERSECTION tOVEMENTS :RSECTION S CONSTRURSOUTHBOUND ROADWAY TO PROVIDE(,) LEFT - TURN LANE AND (s) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAY WFH and OF STORAGE WITNESS the following signature: OWNERS of� Tax Map Parcel 04600-00--00-018AO: e/ By: "rl /4 CHARLES R. HA GH By. ANNN OGLE—I19UG Date: 7 g' / zz.0 / 9 OWNERS of Tax Map Parcel 04600-00-00-01800: By: A / CHARLES R. 17USTEE UST By: DOUGLAS B.O M BY, TRUSTEE Date: S- 13-/`j OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation 04� Ann O. Haugh, Its President Date: W-Vy 8, 2,019 Page 9 of 10 NOTE POLOGROUNDS ROADWAY AND LANECONNGURATI FINAL IESIGNISEXHIBfflSFOelUUSTPATIVEMRPOSESOI AMD LANE CONFIGURATIONS OF POLO ROU ROADWAY IMPROVEMENTSWILL BEIN ACCORDANCEWITH APPROVED TRAFFIC IMPACTANALYSIS AND FINAL APPROVI CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENT - PROPOSED SALAMANDER V - CROSSING(3 TOTAL) \ \ \ 2'INVERTED RETAINING �. � - WALL D CULVERT HEATS WALL SYSTEM \ \ \ \ SALAMANDER TUNNEL d AS r. THI IS E BOAC FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT O o � 6 V J O O " a� PROPOSED 6D! ACRE HIGHSCHOOL rl-, SITE ➢ _' �' e TMP46-M HORNELAND YO ,� CORPORATION QO � ,tct tt. y � Q' Q\ TMP46-01) CRAFTON I CORPORATION I: PROPOSED7ACRE ELEMENTARY SCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018130: HORNE LAND CORPORATION, a Virginia corporation By: C.J- 7"7 /-/1lLA..,d . ,& Am 0. Haugh, Its President Date: 0" �s'f' 7. 'i.01 9 OWNER of Tax Map Parcel 04600.00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: C?_4, C. " Rzos.,G�L— Ann 0. Haugh, Its Presidents%- ---- Date: Plky 2; AO / C% 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 O4600-00-01-OISAO, 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 roffers that were approved with ZMA 2015-00007 for Tax PP P PP Pamels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A 1, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019133, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS,ZMA 2018-11proposes to amend Proffer Numbers 1 D 1 6 and 8 of the Proffers that were , H, , 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 onlyif 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 Court Board of Supervisors waived the Planning , County 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 2018-4 1. , Pp BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P 8. 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. •R! 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 sic to zero, as recorded below, at a meeting held on July 17, 2019. per, Clerk, Board of County Supollsms a Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKKEULL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ta— By: An cGinty, Its President Date: BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc. Manager By: Alm R. Taylor, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County oMillsRoad to the newincluded a connection from Rio Mill h Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; n p y and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved the remainder of funding I P pP 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed 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. 1 Clerk, Board of Counto4pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y_ _ Ms. McKeel Y Ms. Palmer Y_ Mr. Randolph Y iCOTT/R. COLLIN' Lie. No. 035791 4/11/22 z F Z e w u E 2 o c U L > C Z D6 d J Q r a u u � U Q < U w z 2 Z z Z O Q O _ C O 1 H w J u Z LL n N CO a a < LU D LUas ceLU Qnu >; w u a .-I N LU CD CD N Q N N N Un, r! N RD 7 0 VJ r M Z N C) It N C:) N N W> LU ZJ _ Vl LU H 0 01-0 Z� LU W' Y UlC/' LU ZLU � I. C/) JUj JQ O ® O N z J 0/ 0L z J� L�n/ T L L 0/ LUWM LL /� LL l0 O T1 i U Mil W aJa�� i 0 co H w 0 _ CL In JOB NO. 182150 SCALE N/A SHEET NO. 1B ,TH pF� O SCOTT R. LLINSZ c u1 U Lle. No. 035791 / PROPOSED TRAILHEADACCESS AREA �o Hw0 DgL T TRb ` THORN UFFER. SEE PROFFERS AND CODE OFDEVELOPMENT7EZ7�,- •^ n y c� Z_G N Z F 0�o��s4/11/22 Gl�� \ PROVIDE PARKING, AN INFORMATION KIOSK, OR MORE INFORMATION ON REQUIRED BUFFER\ ~ ✓/ ..��..... AND A PEDESTRIAN ROAD CROSSING TOz �U / ez Ec� PO r ` N a CO W g ACCESS THE MULTI -USE TRAILWA �" / y O Q 90 HWOOD - W w IIx a _ W w L``U o Z / w FOREST LL9 AKES > In \ - NEIGHBORHOOD J " Q Z Un z z Ul z z ROUTE �;. �'% ` A `' C T 3 � 4 � R SITE W � w w z9 IMPROVEMENT BS`i SW 00 I 1' O SP �Lq, ~ SWMFACILITY # 3 • •4 COUNTY OF ' EMARLE b cS :,;' 30' MIN. NATURAL BUFFER cJ u ) RO Zts L'fn1 Y z- O U F O U F ROPOSED PRIMITIVE TRAIL WITH - -- < - .,J - qp Z U ,,, O O O O I'll II' CONNECTION - .. I TO FOREST LAKES i ..� aQ H W > > W .I ROgO J O O a Q U U PROPO ED I I' © I ALBEMARLE COUNTY jj� RESERVED STEEP SLOPE QI a O o Q Q U BLOCK 1 O !!' (TYP.) 'p, ry (� Z v U w g m O O TRAILWAY T - r--•., ` TRAILS (TYP.) o 0 VICINITY MAP: SCALE: 1" = 2000' 1.1 ° '^ o n > o > o g GENERAL NOTES 11 \ -- DEVELOPMENT i j .B ANCOURT 3 AREA (TYP. ) o Z C o m F LU a OWNERS: TMP 04600-oo-oo-oi8m TMPo4600-oo-oo-oi8Ao < w Lu Q Q Lu S HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBYJR, TRUSTEES ELIZABETH ANN OGLESBY H. V / < m m w Z ® l wIEgZ PO / RRO / ' I / ' E ', PARK ST z SEMINOLE TRAIL 435 S75 ` J Q J Q d' T.M. 46 - 188 ,' ONPS'CI" ,, N C' / .. D _ -- -` i ' CHARLOTTESVILLE, VA zzgol CHARLOTTESVILLE, VA zzgoz W / WCL � w � w HORNE LAND CORPORATION _ �., j OPEN a \ T MP o4600-oo-oo-0190o N CROCK ETT CORPORATION w w w --- ` ,- SPACE ) ,% (TYP.) - � O 10 HAUGH & HELVIN 435 PARK ST z O to Ln w Ln w ) ' i Q CHARLOTTESVILLE, VA 22901 C9 C9 E ' , BLOCK 12 °<i PROPOSED CIVIC SPACE- EASTERN POCKET PARK '1'' 1 O DEVELOPER: RIVERBEND DEVELOPMENT, INC. E z z z E BLOCK-1O - _ a, BLOCK 1!} � � ,��- EXISTING too -YEAR ') , - =<'i -` ' F i (LOCATION TO BE DETERMINED O � � WITH FINAL DEVELOPMENT PLAN) - ❑ 4555ECOND STREET SE, SUITE Goo CHARLOTTESVILLE, VA zz9o3 O N w w O N w w O U l7 z _ - FEMAFLOODPLAIN(TYP.) - F_ � z - - PROPOSED VEHICULAR it \� INTERCONNECTION ACCESS ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K LO Z z J z O O BLOCK 9 ` __". PROS RIMITIVEt. �. =, �-- TO THE MONTGOMERY CHARLOTTESVILLE, VA zz oz 9 o g O .� N _ - TRAI WAY - ♦ o' MIN. NATURAL BUFFER 0 m z z z a w n1 N o ^I o ROUTE zg 1\ IMPROVEMENT \ 1 ' ; \ .. 0 0 / i i - RIDGE NEIGHBORHOOD o %" TAX MAP & ZONING: o4600-00-oo-oi800 o4600-oo-oo-oiBAo o4600-oo-oo-olgoo D.B. 731, PG. 690 D.B. 1333, PG. 450 D.B. 731, PG. 690 1--1 m w f z F- 0 N CN N :\ -+ PATHWAY ', - }' "- ` �. '--- ,.`/� `Z:= A - OPEN :. .., ,- ROPOSEDCIVICSPACE 1� - +" SPACE/ i ;' (TYP) ALBEMARLE COUNTY O MANAGED STEEP SLOPE %�j L R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL H W o ¢ '-" z O O w O U w w w O N tD „Ny '-' 7 �,i. ROUTE z 9 -'' BLOCK 11 GREENWAY' `• ,. x ''O°• re+e (TYP. = + ) „ * °° (TYP.) (2V <�lS M PO % TOTAL PROJECT AREA o4600-00-oo-oi800 - 4z55 AC. _ o4600-00-oo-oiBAo 27.29 AL a z g s z 5 z IMPROVEMENT li ^ "' '- ° =-� *" "% ' `°» GREENWAY •'� / - '_ g R NWAY/ .. _ -.,♦ O O < V ��.;. "`� gR -' BLOCK I8 G `' 0 600-oo-oo-ol oo - zo .66AC. 4 9 7 a 0 c o O i i SWMFACILITY #z , I, .-..- GREENWAY ... �." -..\+o,e- -/° � d" (TYP.) / , -� UPLAND -. ♦ , �� LO z oAC.TOTAL 77"S w y w In u PROPOSED 50' BUFFER, ' (TYP) 1 - _+p"°=° .'" i r � PARK ✓ °.., ♦ � , F � NCi� \A Ca L\J,E� P I NEIGHBORHOOD MODEL DISTRICT PROPOSED ZONING:?u Tii � a z - AROUND VDOT STORMWATER MANAGEMENT POND ) _3 r,„ { EXISTING ARCHAIC WOODLAND �.., y < �g •0•, '� ♦ \ -` / CAMPSITE AREA TO BE PRESERVED � M` DEVELOPMENT (fY ) AREA P. TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY zoi5. z z g ° a r BLOCK I6 i K �. � BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, xoi5. p � / _ Ln M > ti -- °. EXISTING ioo-YEAR DATUM: NAVD 1988 °C Z _ -�y \ AM BUFFE -n 65c°°oeo,""' ^° CV I.. 0O s:.. ,\ n FLOODPLAIN (TYP.) UTILITIES: COUNTY WATER AND SEWER BLOCK O I -- \'� `, '- FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD In v1 m co �D M PROPOSED RIGHT IN -RIGHT OUT 0+00 a 4 z �� _ BLOCK \ L1 I DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s" 1il C INTERSECTION IMPROVEMENTS. w�'} 1' Q SEEBROOKHILLTIAREPORT O> L�''7 "' / \, \ % r- -_-_ ` "" \ J TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLE COUNTY ".., ►� PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 40 o 0 0 0 0 1 FOR FURTHER DETAILS: 0 3 MAIN STREET BE CONSTRUCTED AT THE PRESERVED STEEP SLOPE �. BLOCKS �� - `'�-.�— f MONTGOMERYRIDGE NOTES: N Q vi ( BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND THE NORTH/SOUTH CONNECTOR ROAD BLOCK � J (TYP.) 3 NEIGHBORHOOD 1. CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. O O Z OPEN f 1 '�. i. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 W (V Q 1 I I DETERMINED WITH THE SITE PLAN PROCESS. L C J (TYP.) OPEN 16_ � L (TYP.) ` . , SPACE f ' .%/ V rw 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. (V ` I ; (TY P.) BLOCK ' I s -' ' ; �� ♦'• O 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE � ,'• 1 I EXISTING ioo-YEAR PROPOSED ' ���/// OR FOREST LAKES. L1 ° w I FLOODPLAIN (TYP.) �' RIMITIVE ° ,,/' ti� �y ' t'- ty S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI 7 Z T.M.46 -:L8DORPOR I TRAILWAY O� p c!) CRAFTON CORPORATION O o' �' a ( /1. EA BLOCK 2 '� ) Q (��l. D L, O /� G SOP A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS THE HE FLOODPLAIN- TO THE FLOODPLAIN. J �� 4S I �•-\O °° BOU NDARYE TYP.) D 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND LLJ \ '- POSED NEIGHBORHOOD CENTER i °•• . (LOCATION TO BE DETERMINED I e ;. IMITS OF PROPOSED REZONING r 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FORTHE � J P e WITH FINAL DEVELOPMENT PLAN.) 1 _ _ _ _ _ _ _ _ _ _ _ - ° BLOCK 17 I , _ � _ � � 1� - �• Z � � /�� I m ti ---_- �__ 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 PMP W �-• J Q _ J- r • ' s ` - °, '!!! //� A INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT � O J TI w PROPOSED ioo' BUFFER ALONG RT. zg NATURAL LANDSCAPE BUFFER - BLOCK A i •� v t ACRE HISTORIC - `` < -�° SAFETYACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN �1 un J 70' & 3o'LANDSCAPE BUFFER BROOKHILLPARCEL BLOCK 3 �t _ BLOCKS 'v ,I ,7 J' ', �, !J \--'� a ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C =, �' n/\ O I I - - ALBEMARLE COUNTY ' ' 1 / /S ( AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- < Q CV NOTE: A PROPOSED MULTI -USE PATHI ' 61 APPROXIMATE LOCATION OFf; ' HISTORIC MARKER FORTH ' I ANAGED STEEP SLOPE F`. ;: ' (TYP) GREENWAY v / W 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER <L J Q = U J J 1--1 IS PROPOSED BY VDOT ALONG THE ROUTE z9 FRONTAGE OF THIS , ( BROOKHILLPROPERTY+ _ - - 1 ',�) \ °°.° (TYPJ + - .,,, ' \i' I 1 MANAGEMENT AND EROSION CONTROL MEASURES AS NECESSARY FOR THE DEVELOPMENT. I•• -I T- PROPERTY. PATHWAY TO BE I I _ - •� - I _ i �J PROPOSED 20' BUFFER '„�� �'. - '� • �A ""^�+a� J 't,. \ _ 1 .I r ° l_ 10. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT CSHALL ONLY BEA ¢ O W W 1 ♦� LOCATED WITHIN THE VDOT R/W. -! i J�1 I ' LOCATION OF EXISTING ^f - I +I I ° PEDESTRIANBICYLE ACCESS CONNECTION. (n �"'1 ® Y (� �+ / - \\\ �• BLOCK 19 UNN CEMETERY TO ,°0�.1 o i7 �,� ;° �je ? u. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ( ¢ ' 1 0 w O -� REMAIN LOCK LINE (TYP.) .` `- �O f 1 NOTE: ALL STORMWATER MANAGEMENT FACILITIES e ' LEGEND v Z �_/ Q ~ U �, 0• / BLOCKG AND EROSION CONTROL MEASURES SHALL BE LOCATED OUTSIDE OF THE PRESERVED SLOPES. J 1L (n O BLOCKS I ALBEMARLE COUNTY- ' PRESERVED STEEP SLOPE i • 3 I :• ROPERTY BOUNDARY (TYPJ GREENWAY PRESERVED SLOPES Z Q 1L Z J W NOTE: AREA WITHIN THE ioo'BUFFER O /war (TYP) � � Y / JJ '! /J BLOCK 7 �. . ---- !- °. `'• " VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q z Q �' LIJ �../�� W O AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN t r O EXISTING ioo-YEAR. `'.. / •�••• ® OPEN SPACE uJ J ACCORDANCE WITH THE PLACESzg FORESTED BUFFER REQUIREMENTS --- H DEVELOPMENT - AR P LOODPLAIN (TYP.) _ ING BROOKHILL �` (TY ) 5� \`,, LIMITS OF 19TH CENTURY SE TO REMAIN .) ..•• _ . .•• P•_ '•, WITH HOA APPROVAL, A io' MULTI -USE PATH _ SHALL BE EXTENDED TO THE ENTRANCE OF J GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS 0 WETLANDS J Li �• J H� d Q -, PONENTS OF BROOKHILL ��' C M I `'"` ' MONTGOMERY RIDGE. THE HOA WILL NEED - C3 TO APPROVE THE TRAIL T AND EXECUTE A 2 _ , 'vo-tl0oa BLOCK 8 DEVELOPMENTAREA., _ BOUNDARY(TYP.) EASEMENT DOCUMENTS ALLOWING THE = 1 o PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE 19TH CENTURY COMPONENTS OF Y W EXISTING 100-YEAR . FEMA FLOODPLAIN { �;„' • � ��--� \ CONSTRUCTION OF THE MULTI -USE PATH j � j ON HOA PROPERTY. BROOKHILL (TYP.) J OPEN S _ 'PROPOSED 10' PAVED I J C� PRIMITIVE TRAILWAY O •Pi SPACE .' b J� MULTI-PURP SE TRAIL .. �yC - ,_ _ io' MULTI -USE PATH TO BE CONSTRUCTED ALONG THE NORTH SIDE OF POLO GROUNDS ROAD COm Un'r L_��;r(^gi;l epartment PROPOSED TRANSIT STOP- TO BE INCLUDED WITHIN OR - " -e� v 'i /,;. - .� �ilB# ROPOSED PEDESTRIAN TUNNEL ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL �/ IMPROVED INTERSECTION 1 ` _ O (iK Ap roved bytt '_�_, d Supervisors p LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° I_L AND STOPLIGHT. � ��' .�f-`,„ - • - ° ` _ F - PROPOSEDIMPROVEMENT TO OV'GNF R\VER S P Daf 0000 EXISTING too YR FLOODPLAIN 0 � (♦J JUNE 15, 2015 SEE BROOKHILLTIA REPORT , GR 1- ,�. - ST O RT OUNDS RO _ POLO GROUNDS ROAD FOR R\v P, FOR FURTHER DETAILS ...... STREAMS TURNLANES- SEETHEPOLO 26 - GROUNDS ROADWAY annef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w s.' IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG O PROPOSED LOCATION OF CIVIC SPACE - GRAPHIC SCALE CAL FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD " io' MULTI -USE PATH w w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -' SEE PROFFERS FOR FURTHER DETAILS zoo o zoo 400 eoo PROPOSED LOCATION OF HISTORIC MARKER n - 1 0 a _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. 46 -18C CROCKETCORPORATION \ ( IN FEET) O JOB NO. 182150 SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN& TRAFFIC TIA. /'� 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE — - -- -" " --- SCALE N. T. S. SHEET NO. 2 +n 0 N N L N aaa n N co N M CL m m _ ,11 111 II J ~I w J m 0 Q W � ®tim <: r o°° 00 l° I° ° ° FINAL SITE PLAN APPROVED JAL SITE PL, APPROVED 1, FINAL SITE PLAN APPROVED 4/23/2020 THORNRI ` �\ -----_ \✓�,� r \ � \ � T-- I \ I I I \ �SCOTT R. LINS'Z, Q..) Lic. No. 035791,a \✓I /' 1 / �' / L \ Q� / I r r - �- I \ I I oA 4/11/22 I Q / I �/1 � o� -- '�' �i o IJ , , --------------------- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -__-_--- I 1 ✓``� \ I I I z z rr-- - Z Z BLOCK 13 i 1 �/ / -� I � o �'1 -� \_�� � 11 0 0 5 BLOCK 15 o 1 /, \ o o Ln A YAN COURT 3 ,� \ �.---, 1 0 LU z / I 1 z z \ `l - a o J a a¢ I L I --� ' /,'/ \ \ I 11 UU1 m P U z J o 0 z it iY o Pzoz000008 ��. I Q to to INITIAL SITE PLAN ` / \ APPROVED -o3/o6/2020 \ I/ I W SDP202000082 / / ' 1 0 0 FINA ITEP A �' // V� �v --- in in vv BLOCK 12 vv ♦ BLOCK 18 / - ---� \ _ / 1 w w ✓ ��. I BLOCK 14 N a V� _ \ ROAD PLAN BLOCK 4C °` \ ° o ✓ \ / 1 \� o N �`\ \ \ SLI6201]-0011] ► _ M \ / / 1 \ l' ) \ o BLOB\K 5 0 �°' ��/ \ � _�-=� � 7 � �- --_� �/ � � 1 BLOCK 3 I o �/o _ _ -- -' � ; �/ v �, -� '�� �� -��'ry BLOCK iB � 'o/ 11 SDP202000070 INITIAL SITE PLAN /�/ o' .I/ I � a o = _ / '� \ v \ ✓ \ �_ / I ON �/ APPROVED - 20/23/2020�j' ' \ \ (�J LL J A I ° \ / \ / Q i 1 BLOCK z a ✓, z v v �\Z � 1 ^SDP201900078 1 �:,-. t\\ o // Q INITIAL SITE PLAN ° / (APPROVED - 02/21/2020 1 ` o - 1 , -y ✓ \ J -� I 1 I SDP202000035 \ \' J% �-_ / L J I FINAL SITE PLAN ROAD PLAN BL K3 `I _ %/��Q /a, LL Y 1 APPROVED - 01/05/2021 SUB2oi8-ooi15 - - - - - - -� 0 0 ✓ \ C20 �0 I / - _ I - / U I °° O2 1 1 1 201 000n � _ � _ / � �1 � i^ _ 1 LU INITIAL SITE PLAN ° B K APPROVED - o6/o8/2018 0 1 SDP201800049 0 °o ✓ _T i��l \ O �--I J ° - w S TE PL a �� BLOCK AREA SUMMARY 06 Q 0 I � � - I < y.1 11 ` LU Development O Genspace/Amenities (ac) I Area Per Area (Roads, Proposed J Block Land Use District Brooklu'll A e (AC Lots,Buildings, Development w COD (AC) ( ) Parking lots) Per Area (AC) LU Z 1<ti i y COD (AC) Civic / Civic / Open Open Total Total r 1 / - BLOCK 19 o° �✓ - a a Greenway Greenway Buffets Buffers - V BLOCK 6 i 0 �o Parks Parks Space Space Greenspace Greenspace O \ Required Proposed Required Provide l 1 0° (� I1 1 Required Proposed Required Provided Required Proposed o O ° 0 1 Neighborhood Service Center 12 12.72 12 1 1.05 0 0 1.67 0 0 0 1.67 Ul J ✓ \ IA Neighborhood Service Center 1.24 0 0 0 0 0 LUm CID °°° 1B Neightborhood Service Center 11.48 0 1.67 0 0 1.67 LU BLOCK 7 °O� 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 �/ J v v 0 0 00 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 � 1 BLOCK 8B, . 1 °°° ��� 3A Urban Density 3.3 I� I °° �� I 3B Urban Density 1.8 zoi8o0o54 4 Urban Density 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 1 8.4 5.88 INITIAL SITE PLAN P \ ° I 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 A PROVED - 09/07/2018LL o \ \ SDP201900015 °°° / �� 4B Urban Density 11.39 6.83) 0.52 1.09 0.44 1.54 3.07 GIf v FINAL SITE PLAN ► j�°� 4C Urban Density 6.58 - 2.31 1.46 0.85 Q 0 �I 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 0 i L\ /A � o f < 1 1T-;-r1.....r __A ne....:... 71 !1 7 11 !1 h 1 71 A W yy� 7 Neighborhood Density 17.7 11.9 0 ?.9 4.7 1.1 8.7 O _ - ,°°° S q0( GRO`� �a �, ap°° /, / 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 N °° °o ��-� Boo,0 o°o°° ER R ,.>°«° 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 ° / - - / °pO oo ° °°pOoo ° ,°°° °o°°°°°o T 643(D,8. 8q P(So) °°°°°,,,°°° s 1 ,� 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 263) ° / ' 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 ~ LEGEND: ; / �/ / 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 L w PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT � 11 Neighborhood Density 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 / a � (APPROVED INITIAL SITE PLANS) / 12 Ne ghborhood Density 6.7 5.7 0 3.2 1 0 4.2 JOB NO. ✓ I 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT GRAPHIC SCALE I 14 Neighborhood Density 5.4 4.7 0 4.1.0 6 182150 (APPROVED FINAL SITE PLANS) 200 0 700 200 400 800 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE PROPOSED RESIDENTIAL DEVELOPMENT 16 Neighborhood Density 9.7 13.89 8.4 10.3 0 0 1.8 1.4 1.3 2.1 0 1.1 3.1 4.6 n , I I � 1 =200 (PROPOSED INITIAL SITE PLANS) I 17 Neighborhood Density 15.8 16.1 11.8 8.8 0 0 3.3 0.9 3.8 5 0.2 0.1 7.3 6 ' ( IN FEET18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. ) ' 1 inch = 200 ft. 19 Brookhill House Parcel 3.2 3.2 1 0 1 1 0 1 1 0 0 0 3 Total 223.9 174.5 168.8 1060 1 10.3 1 3.25 1 53.6 1 31.01 1 28.8 20.05 1 16.0 1 12.28 108.7 6659 I I �" i _ / / / \ \ \ — Y�:j /i //-i.7� = _ NOTE: // // �v - -_ _ �, �< , / - I I L�L� �_ _ _ _/ ��`; //��/�/�� i vvv / I / // ; THE CONSTRUCTION OF THE PHASE II POLO GROUNDS ROAD IEW)/� IMPROVEMENTS (PROVIDED UNDER A SEPARATE PLAN) IS REQUIRED PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCIES FOR BLOCKS 16 & 17 OF BROOKHILL. \ II IIII (l�,jC \ OPEN SPACE . GREENAAAD RARC�i TMP 04600-00-00=019B9 vv) v v _ - / � (lOTtHI���tS�ER ASSOCIATION INC. —'— \ D.B.5512, PG.303� - //� EXISTING • rV � BLOCK 4C 50.72 ACRES � / / /� / __— i/ �����/) 0000 - - _ \ = FUTURE PUBLIC GREENWAY TO BE DEDICATED TO J L \ \\ / / / = = -" . !• - AL SUBDIVISION PLAT,- - - - - _ - ALBEMARLE COUNTY AT TIME OF FIN / / / i l l j l // / / PER PROFFER #z OF ZMA2oi8000ii BLOCK \\ \ \ • ® `�, / // // // / - \ — K \\ 3 \ \_ \ LIMITS OF OPEN SPACE / / /// / / / / \\ LIMITS OF FEMA APPROVED \,� o II \j / - / ioo YR FLOODPLAIN \ \ GREENWAY PARCEL / / _ \\ • TMP 46-19B8 �': /// / /// � / / � V - / // � NIF CROCKETT CORPORATION'- / DB 5346 PC 256 SCOTT/R. CbLLINS'Z Lic. No. 035791 ,a p 4/11/22`�� \ \ \ \\\ \�\ \ LIMITS OF SUNNY //// ///' / 0 ~ IIC G DAY DAM BREACH` \ / vvv vv v �) I / vA vv vv v v o / /BLOC 1 . A i •Ill I b / ///// a�// / u m EXISTING SANITARY SEWER AND I �� / / / / �o I / / / \ / / / / / Lu \ \ \ zo' SANITARY SEWER EASEMENT I I I I I I I I / I / ) I \ / / / / / / / / /- / / / / \ o / �� /� z / // /// //_o PROJECT BOUNDARY TYP. \ \vN >o .. w BLOCK ALBEMARLE COUNTY / \ MANAGED STEEP SLOPES I I I / / i � v 1 I r I I I Lu Aj Tf / " \ \VA\V ( / / / / / / GENERAL NOTES: -e1 z / , �.Av�Av�l / / / / // \ \ - - �" ' / / `� , l \, I I / � I 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID-- \\ \�IIIIIIIIIIIIIIII/I(� ---' /'//, o , / //j _ -- � o / / / � \ -/ _ 51003CO280D DATED FEBRUARY 4 2005. IN ADDITION A DAMS R K LINE TYP. / / \ I I I v o o / / I I BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE BLOCKz- - - / / BLOC v / / / // \ SOUTH RIVANNA DAM WHICH IS A FEDERAL DAM LOCATED �\ �i` it v --v �� //// • o 00• j/V / / j / ��v��//�/// / I - f UPSTREAM OF THE PROPERTY. 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. v BLOCK 3 V ,, - // o o° - // /'// / /'////I I l A 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, o AND OTHER CONSTRUCTION AFFECTING THE WORK BEFORE CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARYcrj -' ��\ V AJ v� ,� \ �� • A" _\ o A/ SEWER, STORM SEWER, AND WATER -SERVICE PIPING; \ ALBEMARLE COUNTY A /� �Z v `v v v / UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE-� / PRESERVED STEEP SLOPES 1 I I V v - v - -- ��' �' CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED /' / TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE \ - � v � v y � � \ // / V A \ // / � / �", I '� � • ' �� ` o A / 1 I I I .}�I 1 \ v v _ j �� � . 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING / WATER LINES ON THE SITE. � - v v o '01 EXISTING LIMITS o OFTREELINE II EXISTING WETLANDS (TYP.) \ o o° / o �BLOEK6 /� . A y y k� i //�II 111\� 111) o // ��o / / �� `v /�� % ✓ � ��_ o / FUTURE PUBLIC GREENWAY TO BE DEDICATED TO _ /' ', TMP 46D-B _ o ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, � / ' �` � MONTGOMERY RIDGE OWNERS ASSOCIATION - � - \ /, �f / O e / ®®® DB 3433 PC 132 I I / 46 „/ // �n- /// / I I j / I I PER PROFFER #z OF ZMAzoi8000ii - Io / /�BLOCK 1748 PROJECT BOUNDARY (TYP.) 00 TMP 04600-00-00-019B8 CROCKETT CORPORATION D.B. 5346, PG. 256 a l A 119.69 ACRES / , v v _ vvv�`vvvv�vvvv ���vvv`vA` / �j lvvvv`wv`�vv II/ir�� l , ' /' V V A \ \ VA�\� I•. / �� V` VA Vv ` ` I % 3o'NATURAL BUFFER ALONG V v-" / - A A �v • V A vv v A V v / PROPERTY's PERIMETER A AA \ sEXISTING SANITARY SEWER AND�� 120'SANITARY SEWER EASEMENT \ V A A\ D.B. PG .i / A 1 A i \ � #%bA II \\\\ V v v\ I \\A I o ILIIMIIT�SIO�F_O\P,EINISPACEI BLOCK7\ 17 TMP 04600 -00-019B9 % PARCEL 04600-00-00-OIBAO GNGREENWAY PARCEL CHARLES R. & ELIZABETH ANN OOK HILLASSOCIATION INCIPM OGLESBY HAUGH D.B. 55 PC. 303 \ \. D.B. 1333, P. 450 00 I 0. 2 ACRES 29.92 ACRES o / _ �A //,�-��i A o �/, / / / MONTGOMERY RIDGE SUBDIVISION w / A QO V \ \ EXISTING STREAM / / /� EXISTING STREAM \ / \ EXISTING TREELINE (TYP.) / i I i I I I I I I I \ \— tlay*' / �\ \\ \ i m i i ' ,,✓�, / //j/�//////ice ' i % / /// \ EXISTING ioo-YEAR FLOODPLAIN (TYP.) o \\! PORTION OF EXISTING R W TO BE XISTING PROPERTY LINE (TYP.) , //// / 3o' LANDSCAPE/REFORESTED % h \ 1 VACATED WITH THE IMPROVEMENTS TO ,' / / / / '/ / ////// // EXISTING iz" SANITARY SEWER TO REMAIN " BUFFER AREA I POLO GROUNDS ROAD (SUBzoi7ooii7) ,' _ EXISTING io\-YEAR FLOODPLAIN (TYP.) ' / ' ' // // 1 EXISTING PROPERTY LINE (TYP.) EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT D.B. izi PG.6 6 00 I / // \ \ 44 75 EXISTING R/W (TYP.) \ � 5 , C°>' \ \— ,-{ / 0/{i �. �.a^q' I \ / ///,//// /l l�l / l / / lT co>� OQ ---- / OOi/ f"'! ;::;e I �l \ \ �� i;� / i ///////// /// //—�,I EXISTING EDGE OF PAVEMENT TO BE REMOVED EXISTING zo" DIPSANITARYSEWER &REPLACED WITH THEIMPROVEMENTSTO _�....� v s y POLO GROUNDS ROAD (SUB202700117) II o \ �o 0 0 _ — — — - O�. �\ \ \\\ L,---/��. /7///�4 rll( -s ____. -_s. / � _ //( 1\ \/\A 000 \\\ EXISTING EDGE OF BE REMOVED ,// _ / �/% \�\ S G G O 0 O �� / / i ! _ _ �T - POLO — �y�•� /r GROUNDS R 4 = — & REPLACED WITH THE IMPROVEMENTS TO /, / /// GRA, X IVARIABLEWIDTOAD POLO GROUNDS ROAD(SUBzoi7ooii7) �- // / %// / iOFilC SC LE - / \\\\\\\\�`\\\\\� EXISTING 72CMP I a / i/ / _ — ' EXISTING GUARDRAIL CULVERT&HEADWALLS \/ j/; ° s° - - -�- o TMP 46D-A / / -°° TO REMAINS MONTGOMERY RIDGE OWNERS ASSOCIATION - - - - CROCKETT CORPORATION EXISTING GUARDRAIL EXISTING GUARDRAIL 71 " ® �\ DB 4102 PG 472 `—� EXISTING EDGE OF TMP 04600 00-00-018C0 TO BE REMOVED TO REMAIN / EXISTING 48"CMP CULVERT \ / ; \ \ \; ( IN FEET PAVEMENT TO REMAIN 79.50 ACRES SEE PHASE z POLO GROUNDS ROAD SUB2oi ooii EXISTING GUARDRAIL o �� / \ \\ I \ 1 inch = 100 ft. ( 7 7) o EXISTING EDGE OF DB 624, PG 193 EXPANSION PLAN FOR ENTRANCE DETAILS TO REMAIN 0 PAVEMENTTO REMAIN�� ZONAL H z w E E 0 U 0 0 w z z d U = a M 0 Z g z 0 w J d o w Lu w a 0 w w ti ti N N w O O N N N N 0 N %D \ a � L ti C1 z N Q J M N Q O � O W N W > Q w z_ zJ > > z W CD O L9 p '� z < u z C) z .� W w � X U W Ln O z W m � J U) �1 J _ J w Q O o O �0 04 co04 U w J F H F W w w n In JOB NO. 182150 SCALE 1 "=100' SHEET NO. 4 PROPOSEDCG-iz(TYPJ PROPOSE DSTOPSIGN) T° - �• \' \\/'\\ o� 9 \ W W LOT �/ ROPOSED CG-ii ENTRANCE (TYP.) 4 / � 9 koo 0 i y°k 9� 48 y PROPOSED WALL' MAINTENANCE EASEMENT / \ \ PROPOSED CG-11 ENTRANCE (TYP-)-� " 9� " ROPOSED STREET SIGN LOT � / D =� W \ SEE SHEET 6 SO R. / �F \\\ \ // M H I E - JINSz �w I PARKING ALLOWED ON \ A d Gy S\ ✓ \ 47 O - / / \ :� ��035791 THISSIDEOFTHESTREE PROPOSED SIGHT DISTANCE EASEMENT zs'R OO �Q\�\ \�ALOT LOCK LINE (TYPJ o� q FUTURE PUBLIC GREENWAYTO BE / / v x' �S�\ 46 \ / �. ° o� 6/27/22ry DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA2o3.8000ii 'NO PARKING' SIGNS TO BE PLACED �� PROPOSED GR-z GUARDRAIL (TYP.) PROPOSED SWM FACILITY / Xoo i QO r O & MAINTENANCE EASEMENT' / @ ' \ �1zx Op EVERY z5o' ON THIS SIDE OF THE STREET C� / N401 0PARKING'SIGN \ -. \ G6�/C6�/C �� ( / "p pp PROPOSED / ��o Fj6 m m PROJECT BOUNDARY TYP. y / �' 90 STREET SIGN j z z a'6•. E LU O I'NO PARKING' SIGN FOR CUL-DE-SAC 0 0 4000, N \ 3PROPERTY BOUNDARY (TYP.) O O / PROPOSED CG 6 CURB (TYP.) ' \ PARKING ALLOWED ON �' Q� �C iy / o o L � �y \ / ,THIS SIDE OF THE STREET yob ry� > > r /PROPOSED WALL \ ` °s(� z z I (MAX. HT.=6') p�1x \st \\ /// / \ // f SBtiI xo\ \\ �\ %\ 1 / NO PARKING' SIGN LOT TegC F EXISTING PRESERVED w Co 0 m O PROP ED o FOR CUL-DE-SAC 2 /yam / / �TTytiP\ / STEEP SLOPES (TYP.) Z o m ? g z EXISTING too -YEAR FLOODPLAIN (TYP. I UNDERGROUND w" 0R ` / / p / � Q ` O 0 o0 00 w 5 SWM FACT TY'B' k I \\ / z Y Gj w w d o PROPOSED STOP SIG n ° oo �� o ,NA > z ow a O \ \1s 6' 'PROPOSED GARAGE S .. f f PROPOSED CG-1z (TYP. 18'x20' MIN. (TYP.) LOT / / / .,f hh / N m m z oc a a LL / 'NO PARKING' SIGN FOR CUL-DE, SAC RL,�0 W o 0 PROPOSED CG-1dENTRANCE (TYP. li En / PROPOSED CG-91L) ENTRANCE (TYP.) �em� ` `\ / / // \ \ PROPOSED 5 CONCRETE SIDEWALK / / / ° I ,/ PROPOSED 6' PLANTING STRIP PROPOSED 4 (TYP.) ED / BIKE LANE EXISTING PRESERVED /Q 1 I STEEP SLOPES (TYP.) I / x / ! - PROPOSED LOT LINE (TYP J / / /. ` / N N o N N � Ill N •-I ,ti N w W 0 \I / LOT LOT ` // -'� / a / N ° .1, � � w w w w v I y I 7 .�/�o / LOT ' w U �e, a/ / 6 PROPOSED WALL r' \ I _ / MAINTENANCE EASEMENT ��--��ll � � � / \ w w W U �I '� O O W \ / F EL9Ci7 � OPEN Q� i C SPACE / / �www�wwwwwww`w _ _ 50'- M FUTURE PUBLIC GREENWAY TO BE w w w w w- I m,, yryj // M Q DEDICATED TO ALBEMARLE COUNTY I °� II o / AT TIME OF FINAL SUBDIVISION PLAT, W r PROPOSED SWM FACILITY xh / PER PROFFER #z OF ZMA2ol800011 & MAINTENANCE EASEMENT A� / y�Y / M ROPOSED CG-6 CURB (TYP.) wallo MID IT�i=m ll m-�u L, O II Cn O l iil a lr I o / 'NO PARKING' SIGNS TO BE PLACED EVERY / XISTING STREAM TYP. / N ( ) ➢�� o w x O l m OT 250' ON BOTH SIDES OF THE STREET /f GRAPHIC SCALE / N u=m PROPOSED SWM \ m III -I /z Q u�l�m w�F / • W ! � RLm- � � 1I�III lll�ll- 6 f I FACILITY B �nmmulu�Inu � Q / � 9 / _ ao o 15 ao eo Ili I111-11l�lllli %�� - E,ill �' LLJ i v i III �(Elli / �Z / ( IN FEET ) J PROPOSED 5' CONCRETE SIDEWALK / Q 1 inch = 30 ft. - z J O rh 1 r LOT AREA CHART \ LL / idil=Wry /of\� / '® O LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE w NUMBER AREA sf AREA sf NUMBER AREA sf AREA sf NUMBER AREA sf AREA l \ 1g ammmulI1- 1 4,743 3,072 46 4,137 3,005 91 2,860 1,906 � w= / \ Y / 2 4,914 3,196 47 2,037 1,638 92 2,646 1,745 0 TI �' nrIIIIII PROPOSED BIKE LANE TYP. / 4' ( ) J Q. O 3 5,411 3,637 48 1,952 1,554 93 1,935 1,538 � � 0 4 6,067 3,979 49 1,887 1,490 94 1,953 1,556 Ill III m III ry-� I Il Lill- III III y I it III I III III - - - � - - 5 6,505 4,457 50 1,842 1,446 95 1,970 1,574 %MM HIM w 6 6,156 4,124 51 1,816 1,420 96 1,965 1,569 U J PROPOSED SWM FACILITYICm / R< 'MAINTENANCE EASEMENT I / 7 6,153 4,141 52 2,578 1,688 97 1,947 1,566 IIL- III MEN' r I0 O 8 4,795 3,097 53 2,375 1,529 98 2,810 1,883 I m u°w uI I III I � "�� - / w w � � � w W 9 5,430 3,593 54 1,787 1,391 99 3,781 2,697 O ROPOSED 6' PLANTING STRIP OO m °omw1 ( I W 10 5,630 3,784 55 1,784 1,388 100 3,021 2,481 w l m u m= d © I mli°ur'I °umullu- ° /- ° w �� 11 5,062 3,314 56 1,782 1,386 101 2,992 2,452 l.m1 w- n�'IIIIIIIL-III IwII ImIIjIImol u m lIlI u w w ® 12 5,062 3,314 57 1,782 1,386 102 3,691 2,620uuu UmIH um 8 13 5,062 3,314 58 2,299 1,473 103 4,064 2,93 - m==31F/ q�lIII 14 5,062 3,314 59 2,308 1,480 104 3,047 2,507 J 00 =InpM15 5,062 3,314 60 1,782 1,356 105 3,047 2,507ffl II11 W 16 5,156 3,390 61 1,782 1,386 106 4,064 2,938 �J•J -u uml. i A � +h III _ _, w w w \ ;I II L - W w 17 5,249 3,468 62 1,782 1,386 107 4,044 2,921 z LU U, 61'R/W 18 4,924 3,219 63 1,782 1,386 108 3,044 2,504 O - / O 19 5,022 3,300 64 2,308 1,480 109 3,043 2,503 PROPERTY BOUNDARY (TYP.) O Im GI -I I law_ ° O / w W' W W W y ° O / 20 6,491 4,420 65 2,272 1,452 110 3,921 2,834 _ _ W CONNECT TOENTRANCE PROPOSE D� m / 0 W W O 21 6,260 4,200 66 1,782 1,356 ill 4,755 3,054 WITH THE PHASE z POLO GROUNDS O / W W w W w W w W 22 6,263 4,207 67 1,782 1,356 112 4,857 3,136 w ROAD EXPANSION PLAN / 23 6,318 4,249 68 1,782 1,386 113 4,924 3,208 30' POLO GROUNDS ROAD O / j 0 24 6,333 4,315 69 1,782 1,356 114 5,216 3,463 LANDSCAPE BUFFER (SUB-zo17-117) O 25 5,683 3,724 70 2,341 1,500 115 5,672 3,760 Q OEASEMENT (D.6.51z1,PG. 644) PROPOSED STOP SIG N O 26 6,860 4,773 71 2,461 1,588 116 6,049 4,003 ' PROPOSED STREET SIG / W W W W W W ! 11 ° w _ 27 5,955 4,011 72 1,780 1,383 117 5,449 3,521 o 28 7 623 5 405 73 1763 1367 118 6 437 4 382 C::) 29 6,312 4,323 74 1,765 1,369 119 6,489 4,397 (V PCvio+ 789 -� �/ �` 0 . . " % O 30 4,477 3,296 75 1,776 1,379 120 5,366 3,454 W W 31 3,630 3,090 76 1,765 1,369 121 5,059 3,352 _ _ _ - -- 3S \ \ 7 % O 32 3,630 3,090 77 1,769 1,372 122 5,090 3,464 _ - O 33 4,477 3,296 78 2,471 1,598 123 5,134 3,448 F _ - - - - -------- O O 34 4,107 2,890 79 2,462 1,594 124 6,353 4,311 1 w DISTO 35 3,030 2,490 80 1,774 1,378 125 6,235 4,204 o -=50o � wx--------- ��' O 36 3,030 2,490 81 1,782 1,386 126 6,195 4,176 JOBNO. ° SEE PHASE z POLO GROUNDS R _ 37 3,737 2,656 82 1,782 1,356 127 5,451 3,532 ni �i a _lL ° ROAD EXPANSION PLAN S \ SI GHT��S qN O 38 3,910 2,798 83 1,782 1,386 128 4,695 2,930 182150 FOR -- T C 39 3,030 2,490 84 2,408 1,556 129 5,927 4,036 (SUB-z017-117) \T00' \ 40 3,030 2,490 85 2,649 1,728 130 6,160 4,244 SCALE vlL- � 41 4,081 2,942 86 1,802 1,394 131 5,289 3,519 1 "=30' Z� 42 4,503 3,216 87 1,818 1,414 132 5,292 3,520 - O` \ \ SHEET NO. \ 43 3,172 2,540 SS 1,849 1,450 133 5,292 3,520 44 3,172 2,541 89 1,873 1,476 134 5,292 3,520 5 90 1,880 1,483 1 135 5,292 3,520 96 LOT " L79T TH 0 sETeACKITVP.) MATCHLINE - SEE SHEET? M ry ° so' REAR I / i \ � � _ / � � \ lit LOT Z0S // o° a ry ry SO R. LLI is / EXISTING PRESERVED / \ \ \ LOT I 44 / \' 1 \ — Lic. No. 035791 � STEEP SLOPES (TYP.) / \ \ 21 LOT d % 0 4 LOTPROPOSED CG-11 ENTRANCE (TYP.) f �o6/27/22 l� / 0 A 22 /106, / b ° . ! a a1, z - ssiOXAL / /w� LOT r OPEN \ — — v� l / // \ 43 FUTURE PUBLIC GREENWAY TO BE SPACE LOT \ \ \ fh // // \ 77 DEDICATED TO ALBEMARLE COUNTYAT OF FINAL SUBDIVISION PLAT, / // 20 \\ \ \ NO PARKING' SI N OR CUL-DE-SAE \ OPEN \ M` PROPOSED CG-6 CURB (TYP. &o * f OO / \ \ \ o/ \ \ SPACE z� OT ry PER PROFFER #2 OF ZMA201800011 PROPOSED / \ \ _ I / / / \ ��. LOT S ^ / N 8 ry PROPOSED CG-EA(TYP.) LOT LINE (TYP.) / / Avg vv �� / V �/ A 2 / o °J 76 m m'4 / / ROPOSED 5'CONCRETE SIDEWALK//// z z LOT ��Lu / \ �3 I LOT PROPOSED TYPE III BARRICADE g g v93 v� / 3ti VA V A BLOCK 1] 75 / / o 0 / / v / \\ \ 'NO PARKING' SIGNS TO BE PLACED - : / LOT EVERY z5o' ON THIS SIDE OF THE STREET / o j ° / j j ,`n�, 19 v ti� oo A s's�o ` . o Q OT N / of a PROPOSED CONCRETE SIDEWALK / �c> _ _ / �,SF� y / 8 74 / / o ¢ ¢ i z 5>Q — / &� o 2; / - �TYp LOT �w ti� u � o i ✓tip s3 Q SR - J 1 {J w m g m V/ LOT '�01�� A J ��� /�80, 73 �/ 3a �/ Z 0 z PROPOSED GARAGE / / / �oPROPOSED CG-gD ENTRANCE (TYP.) E zp o O w g 18'x20' MIN. (TYP.) LOT \ \ / h o / / 41 aC�6 ho >Q, y LOT w/ ^ xh O z ow a O /� \ xh /' PROPOSED CG-gD ENTRANCE (TYP.) I LOT x x w '" ¢ ¢ O / y° o� y / 72 f f PROPOSED CG 6 CURB (TYP.) 2[F _ / 1°z' / 1 1 l / 81' / N m m w ¢ LOT / / � .. � 4 / f \ \ / / \ ° / \ / 36' < PROPOSED DRIVEWAY (TYP. f /I I 3 / 4° / / / r . LOT y / CF/c `` cl�a a zs 2 7 / W/ \41b f \93 \ \ 8g. / / / SFjA o; / 6i R/w PROPOSED 4' BIKE LANE (TYP.) LOT 10 . / / Fj0 PARKING ALLOWED ON /, R > > / \ J T.1 00 1 / °o THIS SIDE OF THE STREET LOT sx8: �x X 19' / �° / 39 17 � �/ \ � _ ?O y / - � �T � \ � / PROPOSED GARAGE �o rv• Q- �\ � ,�' w O �Q � � 3T � < / / \ / / 18'x2o' MIN. (TYP.). EXISTING loo-YEAR FLOODPLAIN (TYP.) Qom`/ / — — \ / / �� \�'' �� g \ /• <\ LOT.° • � % ti y � \ / \ � a ° . I\� ti \ 38 R ` \\\ \ry - / \ \ 25 h 0 i Al w N N o 0 0 w N N cq PROPOSED WALL ¢ Ln� N n \ / ro MAX. HT. \ \ / �e / LOT / b y ( o ., N v LOT / ��p Gi/ LOT I �I \ \ \ o � LOT vv �� / / 8z, 69 c�•:. �f �� 16 �7 37 y v y / / LOT / 26 \ y/ i / ✓ / Q O my L ' PROPOSED 5' CONCRETE SIDEWALK \ / 8r 68 y / w J PROPOSED O PLANTING STRIP p� 2 d / LOT 10\/ / / q / PROPOSED 6' PLANTING STRIP / ° // PROPOSED / 36 / / / % h� / LOT yti I / LOT LINE (TYP.) PROPOSED i CUR 4 / CG 6 CURB (TYP.) 67 / L9 FUTURE PUBLICGREENWAYTOBE / _BACK(TYp� y / 0��,/ / ti / 1 / / /II DEDICATED TO ALBEMARLE COUNTY e^ / Y / ' — 136' Si' LOT 10 ��Q / f LOT / / � TTIME OF FINAL SUBDIVISION PLAT / 35 C / / / ` 1. 66 f M LOT / 2� / h / / PROPOSED GARAGE __ 1 �`/ 0 Z _ z PER PROFFER #z OF ZMA20180001i M d w / 15 .~ / 18'x20' MIN. (TYP.) i ),F / 0 \ LOT / EXISTING MANAGED (N J 2 i T / \ h / /� \ \ ° ? \ / y 1 6 xh STEEP SLOPES (TYP.) w _ / ° 8 / / / /� / \ \ \ LOCL T zo1 / / Q� Qo �O�Q \ \ \ 5 PROPOSED GARAGE yy M 1 6 l + 34 / !O� O� 8i' v �/ 12'xzo' MIN. (TYP.) 0100, d r - \ ` EXISTING STREAM (TYP. i 0 w 90 - / / // 'NO PARKING' SIGNS TO BE PLACED / �� QJ G /W \ ti �• EVERY 250' ON THIS SIDE OF THE STREETNO O Q a - / � O LOT vv v / <'yw (QUO h a // LOT ��Q�• X°° N I i I 14 3 RO z GUARDRAIL d 33 v / 0000, u LOT v / / POSED GR L TYP.) % X� Q I PROPOSED CG-gD ENTRANCE (TYP. o° 2 ° ' / \ LOT I I _ w \ / LOT 121 / / / \ < - a1, 62 �� Qp t9 J z -PROPOSED 6' PLANTING7:7 STRIP \ I / \ 32 / y �L I -- — 9O — — \ / xh° / ROPOSED CG-6 CURB (TYP.) LOT /y° Q 0� Q NO PARKING' SIGNS TO BE PLACED EVERY J U— ,a _ go, / y / / 61 \ / lvoQ 250' ON BOTH SIDES OF THE STREET i LOTQJQ� xh W 1 \ / 31 / / y a LOT w I� LOTALLOWED ON 60 3 ° 1 PROPOSED 5' CONCRETE SIDEWALK \ �O��Q / , THIS SIDE OF THE STREET / / O T� W + \ \ LOT 1 / / \/LOT / — FT L9 _j \CZ 0 w 5' SIDE SETBACK (TYP.) z F GFIC \ \��; \ / / / c� I U J r —— 9' LOT �i\yAJ / ti� O D / rl I1 PROPOSED SIGHT \ / / / Q000, I I I DISTANCE EASEMENT� / s V / W PROPOSED GARAGE $ 1 A ti/ LOT w �P o w � i8'xzo' MIN. (TYP.) I ;a � � 1 \ T. � iSP P 57 of � \ l^ ��� Ln D VJ O I — — PROPOSED 6' PLANTING STRIP / ` / LOT / PROJECT BOUNDARY (TYP.) \ sa 1 OPEN SPACE 611' 56 \ PROPOSED / ` f W 10 / LOT LINE (TYPJ / \ W 1 01 'NO PARKING' SIGNS TO BE PLACED °° / / LOT / / J w o 1 21 EVERY 250' ON THIS SIDE OF THE STREET ti 1/ / 8i 55 f / / W / PROD ECTBOUNDARY(TYPJ1 Al OI y ( o v\ LO �l s ryy LOT I N1 11 n1 Z�\ PROPOSED S' CONCRETE SIDEWALK �\ PARKING ALLOWED ON '�\ o / /n \ LOT / // t 0 / FI ° \\\ PROPOSED CG- D ENTRANCE TYP. h v / ti \ THIS SIDE OF THE STREET _ 1 Z 9 (TYP.) yyx / 53 / / / Q EXISTING PRESERVED \ / / / PROPOSED DRIVEWAY (TYP.) y /h STEEP SLOPES (TYP.) \ \ \ /.,3 0 O w I LOT \ \ o� LOT v CQ / N 10 \ \ ° al x00 / y a� 52 / w \ yy x / PROPOSED 4' BIKE LANE (TYP.) r w I OPEN 51 / ^" h�C>°o / P SPACE°� OT / Act �xi / I / �f 100 m / \ I ,ox5 i as 50 j :' / JOB No. C w I �� 5'R y \ PROPOSED GARAGE 182150 1s' i \ \ 1 ro LOT 12'x20' MIN. (TYP.) PROPOSED CG-12 (TYP.) _ PROPOSED STOP SIGN i i GRAPHIC LE LOT �/ I o„ 1 ,� i ROPOSED CG-11 ENTRANCE (TYP.) a� 49 \ / RA HIC SCALE SCALE /-i V- . ho / / (� \ �) QJ -Ox00 - e 'b/ / C 9 OT /'/ y�x / 30 o s5 30 60 1 „=301 PROPOSED WALL' w 7 y rv^ I ; s , / 1 48 ANCEEASEMENT / \ \ PROPOSED CG-3a ENTRANCE (TYP.)—� '' �� " /ROPOSED STREET SIGN OT / ( IN FEET) / SHEET NO. PARKING LLOWEDON A� �� '� �� �t�� s; 47 / ' MA HLI E - SEE HEET 5 1 inch - 30 ft. ' \ 6 w • �� " � FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT„� y \ PER PROFFER #z OF ZMA2oi800011 A \ c PROJECT BOUNDARY (TYP.) w w w w w w y w w\ w u A N \:�A w! I PROPOSED WALL EXISTING O STEEP SLOPES (TYP.) Y \\QN"A Al (MAX. HT.=6) DI J 54 if X m \7- w\ -� w-7 \ PROPOSED Z C 0 vn \ u� LOT LINE (TYP.) 54 01 ml O As. FUTURE PUBLIC GREENWAYTO BE wI Z DEDICATED TO ALBEMARLE COUNTY w w w w y w PROPOSED WALL w w w PROPOSED WALL v\ \ I ATTIME OF FINAL SUBDIVISION PLAT, 54 \ \ MAINTENANCE EASEMENT w ,PROPOSED WALL w w w PER PROFFER #z OF ZMA2oi8000ii (MAX. HT. = 6') � � \ \ w w w .�- w LOT \ \ w w w w w v PROPOSED WALL w w w / _ \ �35 w w MAINTENANCE EASEMENT w _ SBpCKIj�P,� �\ \ \\ LOT \ o \ \ w w �\ 0 / \ w /� - w w w w w yo REP\ \a\ 134 -- - -I I \ \\\ \ LOT ° \ PROPOSED CG\-1z (TYP.) 4z 2'PROPOSEDCG-ii ENTRANCE (TYP.) w PROPOSED WALL �33 (MAX. HT.=6') PROPOSED STREET SIGLOT w \• • i - \ \ �3R \ LOT I' --- -�-I- I-- \ \ � 132 \Q, <\ \ \ \ \ \ a• a. h 127 I LOT I \\ \ \� LOT o\ \ \ 54 " 16+\ ° .I 128 �I A w \V I I I � \ 131 \6+ \.. \ \ — \ 18'xzo'MIN.(TYPJ LOT 25 X.P S \ pN� S J y15h- 0 PROPOSED GARAGE m \ MPCKIYPI \ M1N R Pl,� a � t LOT 130 l a i 15-+\OSo'\ ���9 IPROPOSED 6PLANTING STRIw ROPOSED CG-gD ENTRACE (TYP.)LOT 5 126 1o0 \\ PROPOSED WALL S (MAX. HT.=6') 0 00 1 Pry� o' - EIP-EIP I PARKING ALLOWED ON r g6' 1VP 1 PRC : 32 w w \ w w \ I PROPOSED 5' CONCRETE SIDEWALK j '' \ L I I THIS SIDE OF THE STREET y8, N - 7 to Zd �jYPJ CROPD M S�RE�� i PROPOSED STOP SIGN 0 \ PROPOSED SWM FACILITY I o \ PROPOSED CG-6 CURB (TYP.) - r y3+5 PVBL� W W w w w MAINTENANCE EASEMENT w S sbz 69, j v L - -PR - - - —I I— - POSED 1CRIW o tih_ ROPOSED CG-11 ENTRANCE (TYP.) M' C & C S \ I / SFT --PRO P\fB� o 36,pICFI . *,. 38 ..4: 13}pO LE'2$O� 54 ?SR N_ ` PROPOSEDS�I TOP SIGN LOT R� w OPEN \ \ w w / I / " pjS�PNj - - - - +6 98 6iRI)1 W w \ w w w I / y8, 2S a y2+5o S\GN� _ - - p1, z2 PROPOSED SPEED LIMIT 1\ a SPACE \ \ R---- f- - 2O' o N w w PROPOSED WALL R o 12 _. _ _ - �. - . 2 A N MAINTENANCE EASEMENT> LOT 10+00 10+ o � LOT 5 11+0o w 11+50 0 +00 _ W w ,--_--_- -� +_ 4 = T ISTANCE=28o' \ M \ \ I 125 I w LL I- y o - SIGHT D 85-r, - 97 �y 0 PROPOSED CG-1i ENTRANCE (TYP.) PROPOSED CG-12 (TYP. 1l -_ AfV a5R N - N. - \ y r P GHT DIST =i88 - - PROPOSED STREET SIGN a 0 CE- - u' , .,. LOT Q1 �.•, ---�--- arp tih 6� 1 LOT 1 N 6 N \ (1 w y \ NO PARKING' SIGN FOR CUL-DE-SAC ROPOSED CG-6 CURB (TYP.) : • - M t 110 9 r t v -38 1 NO PARKING' SIGNS TO BE PLACED 25 EI; F W IO w w Iw / ti R ROPOSED STOP SIGN O PROPOSED WALL 9z /PROPOSED CG-1z (TYP.) " EVERY ON THIS SIDE OF THE STREET t LOT W I w w w I w (MAX. HT. = 6' \ PROPOSED STREET SIGN a u I s Ip deli) / 4 C'FIC j o� wll F 1 io1 LOT I _ 3/+-o LOT I 8 w w I w L m E \\ \ o u1 log o o o0 LOTO/ LOT mI 5'LANDSCAPE & N MAINTENANCE ESMT + 1 94 _ 1 ` '" .PROPOSED GARAGE �I III -III III II vi III= ROPOSED 6' PLANTING STRIP J p 10? o N N ^ o? a w=u n Mare oo I TYP.) r+ . I\T' 88 12'x2o' MIN. (TYP.) LOT iEu-I I I W N° - SIDE SETBACK (_ i -� / / -ICI III= I •.: � .< 5 _ � I :� ' :• Imo, _ N I II ) wr iEi r = 5' - - - - - - — - LOT - 4 v LOT I N o1 PROPOSED WALL \ \ 10\ / �I w nFLPOSED CONCRETE SIDEWALKCL I 1 108 p -ma \ 124 / PRO O n 8i (MAX. HT.=6') \ \ \ mup--------- - Q N _ -1i1 \ \ pF PROPOSED DRIVEWAY (TYP.) I �wllw I - - - o " I m� PROPOSED O w w w �Iu 1I $9 -i LOT LINE (TYP.) I PROPOSED CG-9D ENTRANCE (TYP. v I 8 Lw zoi I I I Lu LOT C PG %1+03.5 D LOT LOT small, �s . '9� / n . a 9 I "M ? l• N }- w 123 N I - 112 LOT 0 2 V °° I� LOT H I O I 10] + PARKING ALLOWED ON I m d c / \ 121 M �z �M I N (THISSIDEOFTHESTREET----I II EXISTING MANAGED �8, PROPOSED GARAGE \ z5' E P-It ROPOSED CG-9D ENTRANCE (TYP.) I - - - - - - - 98 r - 5' SIDE SETBACK (TYPJ V 1 ) \ I/ 18'x2o' MIN. (TYP.) \ \ 8 - - NO PARKING' SIGNS TO BE PLACED_ - N r I� O STEEP SLOPES (TYP. I v 9S v ° ----- EVERY25o'ONTHISSIDEOFTHESTREE! - ' b Z I \ \ i '..,.. tl EXISTING too-YR _ / i \ \ I uaI 1- / \ o LOT w Q Em / _ J I FLOODPLAIN (TYP.) n- IIII �m III -III i i NO PARKING' SIGNS TO BE PLACED PARKING ALLOWED ON w w 7t \ u l Em m�EI I I- , -+ I I 91 I t o �' �Iu ITm ,l /� EVERY 250' ON THIS SIDE OF THE STREET r V .` I THIS SIDE OF THE STREET + \ ETuriala / z LOT a - allo - &MAINTENAN E EA EMENT ROPOSED III iiFlr / 120 \ \ 9'F�C'F/C I I _ o I - 86' O w w w Lli�lo Iu r PROPOSED SWM FSACILITY PR ( ) / N� i I j n 106 o C N LOT - m—III�I OT LINE TYP. _I� °F / i l w -II II_ �19M I�ErEII- \ RO LOT I w —< I II II 111 W III11P ` w\ `I =m a -m ePC�� 1w S4'R�wR - ��3 a I ioi' --- J _w 90 J ry I II 0 l w -.. — — M.... J U _ w i W _ w w ,-�A IuIIliI�101 / Z of OEXISTING STREAM (TYP.) III IIIIIiI_ Ii-I // r 8�' v v� " y - - _ I t LOT Q H 8 ) \ r BLOCK 16 5 _ m t muM=ul 1I, /// v v v / ° / g6 I ¢ 105 O a L89T "0 wI EmEIEw l / m O U n_ O O s mal-. walielewal" r + jn�, Q w^ 8.5 ry + 1 I FUTURE PUBLIC GREENWAY TO BE �m -- J IaiE Imp ° / / \ ' JNDEDICATED TO ALBEMARLE COUNTY �m hfi-1 F1r / LOT LOT _ °, a N LOTWw \ lIEamEr / r f LOT 0 N 1 AT TIME OF FINAL SUBDIVISION PLAT,-=,aIF' / 11 11 N PER PROFFER #2 � ZMA2o1800011 4 / I 9 :1?% N \\ 4 o f 104 M N W^ II _ 88 PROPOSED CG-9D ENTRANCE (TYP.PROPOSED GARAGE I I ry ¢ C m n 83 LOT I fl w I / ° - _ 18'xzo' MIN. (TYP.) loi' � u W 3 7NPROPOSED I \ W lj O y �, - _w. \ / I I _ I--r I LOT LINE (TYP.) -I i 117 - -U) LOT — �\ I PROPOSED WALL - _ - - 9 - -�— \ PROPOSED CG 6 CURB (TYP. ry I i N 103 I N {-Ij Z $ZLOT --D O O \ W \ (MAX. HT. - 6 ) PROPOSED CG-9D ENTRANCE (TYP.). ' n o N N f o: • / \ \ `'0� PROPOSED DRIVEWAY (TYPJ \ 'NO PARKING' SIGN •` J I I i I �• o � I I... 86 w - N W y \ \ / �0m\ FOR CUL-DE-SAC / ry - I m v \ \ / LOT / 98' - - Ez Q \ / - 5'SIDEgETB— - L -- I I : m LOT a o� ` \ \ \ \ / 115 / K (TYP.) 8 N a O W w w\ \ LOT \ ,� / /M I - - � � � I I 5 I -•i o � w W w 118 \ �yQ ^ \ LOT -t - PG z5+q = o 102 P / DD 'NO PARKING SIGNS TO BE PLACED PC`29+06 w ROJECT BOUNDARY (TYP ) ROPOSED 5' CONCRETE SIDEWALKS / / / EVERY 250' ON THIS SIDE OF THE STREET w + I I N 1 A / - - w w I \ \ � \ 99 99' I I m 1 - •, " I LOT -- '� I. Al w w I \ PROPOSED WALL s�\ \\ i / _I \ \ / LOT 84 77r " w w MAINTENANCE EASEMENT \\ / / I \ 6\ / / 101 LOT �I LOT ] I w ��7 \ \ 116 / I- m LOT 6' I. \ PROPOSED PLANTING STRIP h� - ° / lo0 8 o LOT 81' PROPOSED 4' BIKE LANE Lo t p 1000, OPEN W:_ _ _- _ - - \ \ / 1oo LOT 0 o - \ \ / PROPOSED GARAGE 1 ry l 0000, 8z I SPACE 6 i8'x20' MIN. 1 N I EXISTING PRESERVED \ " �53 BLOCK LINE (TYP.) / LOT i pT 1 6•70 N I 8y 0 STEEP SLOPES (TYP.) LOT ' I s ■ L ` 99 81 N i a I OPEN Mh LOT 3° / \ SPACE / �/ + + 80 BLOCK 17 _ 80 N OT 96' — r \� LOT // L79 45 ---\\ MATCHLINE - SE SHEET 6 / J c BACK (TYP.) \ \ , / ry M 'OSED TYPE III BARRICADES & OF ROAD SIGNAGE PER VIRGINIA K AREA PROTECTION MANUAL O PLANTING STRIP PROPOSED5'CONCRETE SIDEWALK 'NO PARKING' SIGNS TO BE LACED EVERY 250' ON BOTH SIDES OF THE STREET 4' BIKE LANE ED CG-6 CURB (TYP.) ECT BOUNDARY (TYP.) GRAPHIC SCALE ( 1p FEET ) 1 inc = 30 ft. SCOTT/R. 7bLLINS7 Lic. No. 035791 p 6/27/22 rvj z z w E 0 V 8 w >Ln 073 Z z U-) _ V U (n 0 0 z m o g Z w g J 0- Q a � � m w a Z w En 0 w N N N N N w O N N Li N 0 z w w z L7 z w Ul z Ci7 M M N M d' N O Cy) N N Lu J U) Lu Q U Lu Lu U) W O O N Q CL Q I..L Q z LL TI 06 0 1�0 Q TI J I� O LL m w J r w m JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 w w PROPOSED 8"x6"REDUCER no do �� 5' �/� / i MA � N E- S E E T 9 OPEN // LOT SPACE �s. i / 49 / �- v LOT \. i w w w - / \ PROPOSED o r a / i LOT % x�o / FUTURE PUBLIC GREENWAY TO BE j \ PROPOSED 20' ACSA ' 8 x8" 8" -V PROPOSED 8" `� 48 i� // y1 'DEDICATED TO ALBEMARLE COUNTY / I / \ \ (4) 8" G.V. DI WATERLINE / PROPOSED 8" PVC SANITARY SEWER [ UTILITY EASEMENT / °AT PER FINAL SUBDIVISION PLAT, w / A� \/ i ��x / S ULOT 0 / / PER PROFFER #z OF Z�MAzoi oozz ' / \ \\ J i °o47\ O I OT ' v 46 o / / PROPOSE/ \ \ PROPOSED20'ACSA / X° j 8"x6" REDUCER \ \ \ UTILITY EEASEMENT / �/ PROPOSED 6" / w / / PROPOSED SANITARY SEWER DI WATERLINE - dx 00, iS° SERVICE LATERAL (TYP.) / C" PROPOSED WATER' ✓ ROPOSED 8" DI WATERLINE N / SERVICE LATERAL (TYP.) -o DI WATERLINE PROJECTBOUNDARY(TYP.) / i' OO / ���OQ� / PROPOSED zo' j q P UTILITY EASEMENT ^ p 9e xdxo y/ PROPOSED FIRE HYDRANT)xho ��P J�� LO ASSEMBLY -0� / O Q FO M O J FIR66POSED ND RGROUN w �OQO� \ \\ / // \ \ \\` 6�/C ���F - i` / PROJECT BOUNDARY(TYP.) SWM DET NTI N FA ILIT Oq� z°% / r�9 �`JPROPOSED SANITARY SEWER /� so F 1 /O I PROPOSED 6"x4" R DUCER / / / /SERVICE LATERAL (TYP.) I I I , LOTv / \ \ s �� / EXISTING PRESERVED j 3 2 / / ��s ! 3 - / STEEP SLOPES (TYP.) _ g PROPOSED 4" 45o BEN C� EXISTING ioo-YEAR FLOODPLAIN (TYP.) I I7 S PROPOSED WALL PROPOSED 20' ACSA V \� � (MAX. HEIGHT=6') £ UTILITY EASEMENT MH \ I / - � \ T1 MH-7 5 5° LOT y PROPOSED O • � � A / •. j ° iz"x8"TEE I I PROPOSED 8" PVC SANITARY SEWER \ 3 (2) - 22" G.V. / PROPOSED 4" DI WATERLINE , \ \ / / �� �.� � � � / (1) - 8" G.V. . f ° LOT �v /�O�p o i i \ / 4 �` �• x° %JC�S / PROPOSEDWATER\ / A s /, ynt�QlJ" MH- // SERVE SERVICE LATERAL (TYP.) \ � � \ lv 3Q /�o. EXISTINGPRED � /' � ��� �� / � � � / S �� MH- 8 SHALL PROVIDE FUTURE / O — — — -BLOW-OFF ASSEMBLY / / \ ` / �P 3 W` STEEP SLOPES (TYP.) 0 / // O0 CONNECTION TO BLOCK z8 �I v , / �,v Q� PROPOSED zo' ACSA yMH 5 I / - UTILITY EASEMENT Xq / � / w 0 v � / �� \ \ LOT � �� -4 I LOT I / SCOTT R. LLINS� Lie. No. 035791 � p 5/19/22 "Ai z- Q J < E- k C K < Ln Ing Z w O (n O Z .a_. � H Z u p w H a < u W ce u F w f f Ov p a w � at z U U 0 Q j O O N Y � S Q O U w Lu d I Lu 0� p Q En Ln f > Ca Lu Lu a i w a Lu Ln Ly •--I •--� N N N N N w O O N O O Q N .N-i ON N I \ PROPOSED SANITARY SEWER \ SERVICE r \ / LOT PROPOSED FIRE HYDRANT / TIE-IN TO EXISTING 2o" DIP SANITARY SEWER WITH A PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE. \I / / / // / 1 ASSEMBLYw/ 3.2"x6" TEE L9 O ONCE THE BASE IS INSTALLED (PRIOR TO MANHOLE SECTIONS), A PIPE SAW SHALL BE USED TO CUT THE 6 \ \ / / ✓ i /� TOP SECTION OF THE EXISTING PIPE. A TEMPORARY COVER SHALL BE INSTALLED AT THIS TIME AND THE J PIPE CUT SHALL BE SEALED TO PREVENT DEBRIS FROM ENTERING THE EXISTING LINE. ONCE THE MANHOLE \ ^) \ \ / i /< / l SECTIONS ARE INSTALLED, THE TEMPORARY COVER CAN BE REMOVED. THE MANHOLE WILL NEED FULL _ _ _ _ _ _ _ - - - _ _ 1 L _ \ J \ \ / / / / / O 00 a EXTERNAL SEALANT AND AN INTERNAL COATING INSTALLED. THIS SHALL ENSURE THE NEW MANHOLE IS WATERTIGHT, SINCE NO VACUUM TEST WILL BE ABLE TO BE CONDUCTED ON THE NEW MANHOLE. MH-2 S - - - - = \ \ / ; y / J - �- s� _ �'<, e / /� � / / / M 0- W W 5) `l mT� MH-z ---_-- 7 ° w w w w � � I i iHu iiN -- / / xh - � r � H-3 !� / � b / / � / N Q / / O PROP OSED zo' ACSA � � / / / C� ui N UTILITY EASEMENT --Ill / / - % NOTE: ALL ROOF OVERHANGS PORCHES AND FOUNDATIONS W _ 4 E SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. / N Q J - _ / iEwl PROPOSED iz BEND o EXISTING STREAM (TYP.) 1 1 ELU°u i r d / / / / Lu ' IH mWuT� ' / O' O ROPOSED 22" 45' BEND / P PROPOSED SWM FACILITY IwVic,° OLu PROPOSED iz" DI WATERLINE �/ / _ \ — L9 F_ IIDII 0 FUTURE PUBLIC GREENWAYTO BE � � .` m ��� � - • t � DEDICATED TO ALBEMARLE COUNTY \ @ AT TIME OF FINAL SUBDIVISION PLAT, � I l tiJ a//J O� \ J - R PEP. PROFFER #u 2 OF ZMA2oi8000, _ oo I O / 0 \ U iT� W�i OPEN y�� � � � � SPACE 3 /* DO W Y m_ll�_ ✓ i OO /��`�� Lu ill I3 W �-- Dil PROPOSED iz"II zz.5°BEND // \ W Oo C O REMOVEOW-OFF&TIE-IN TO w 7 y� ( W� M 22" G.V. INSTALLED WITH THE / / \ Lu W / I PHASE 2 POLO GROUNDS ROAD°O / O �A2017-171 1 , J w NOTE: WATER/SEWER CANNOT BE ACTIVATED �I u �,Wm�mi I / A 1-- FOR BLOCKS 26-17 UNTIL POLO GROUNDS ROAD i i O C0 PHASE 2 PLANS ARE APPROVED, CONSTRUCTED, \ 5 TESTED, AND ACCEPTED. `,. W 2 PROJECT BOUNDARY (TYP.) Lu W W W W �` o � I _ 3o POLO GROUNDS / s Q / CD M I ROAD BUFFER 5 OoCD — �� s ��0 // W W W W W W W w W° .. W W W �O GRAPHIC SCALE N — I s �yyWWW S — — --- — e — — --- - - SEE PHASE z POLO GROUNDS ROAD PLAN IN FEET) Lu FOR DESIGN OF 2z" WATERLINE EXTENSION, _ _ _ - - - - / O O 1 inch = 30 ft. a Ln x SUB-zoi7-u7 O O JOB NO. 182150 --_-- STATE ROUTE 643 POLO GROUNDS ROAD \ — — �— O -- - - — EXISTING PUBLIC ROAD � _ _ _ - _sc,aLe FIRE HYDRANT TO BE INSTALLED WITH o _ v sa\ \ s� --- 1 ��-30� PHASE 2 POLO GROUNDS ROAD PLAN, ` ...... — SUB-2017-117 s���—SHEET NO. T �1l� 8 O ; . LOT LOT PROPOSED FIRE HYDRANT \ — — _ 45 ASSEMBLY w/ 8"x6" TEE 3 _ 79 / 3 q / MATC H L I N E - 5 E E SHEET 10 PROPOSED8 /8" DI WATERLINE EXISTING PRESERVED / \ \ , \ / / LOT / 0 3 / PROPOSED SANITARY SEWER / PROPOSED h 3 �I STEEP SLOPES (TYP.) LOT \ o / / SERVICE LATERAL (TYP.) 12"x8" TEE N / / \ 21 44 (2) > z^ G.V. / / \ PROPOSED WATER 3 / LOT (1) 8" G.V.O w • / \ I) LOT ' \ - SERVICE LATERAL (TYP.) / 78 w / / ) 22 / \ J //- // PROPOSED zo' ACSA / UTILITY EASEMENT PROPOSED WATER I PROPOSED zo' ACSA i / LOT - / PROPOSED 8" DI WATERLINE SERVICE LATERAL (TYP.) i / PROPOSED 4" DI WATERLINE UTILITY EASEMENT // / 43 / �// / MH-22 LOT / / LOT \ — PROPOSED SANITARY SEWER , / 77 ° / \ ' PROPOSED TYPE A / \ xy / / 20 \ \ BLOW -OFF ASSEMBLY / SERVICE LATERAL (TYP.), o c,� 3 p ,PROPOSEDTYPEA RO OSEDAIR R�EASEVALVE \ OPEN LOT / ~ / 6T BLOW -OFF ASSEMBLY y 2 3 SPACE 4 � LOT � LOT z v / / / / v� FUTURE PUBLIC GREENWA�O BE �\ 3 V A \ ` / / / / / DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT,V / A \ / // oo // / o / LOT T \ O PER PROFFER #z OF ZMAzoz8000u \f QT \\ 9 74 • - / /PROPOSED SANITARY SEWER /OPEN MH-i4 - - / f/ \ \ \ k/ ! S / 0 / SPACE / SERVICE LATERAL (TYP.) " 1 1 1I ; I LOT \ \ 3 /; / // / /! \ 73 v' / v LOT 41 v / �= � � � �'.: f _ ,. I/ 1g / o LOT /I / / . No* 3 / / / 72 / PROPOSED 4" DI WATER40 LINE/ LOT n j / / y�PROPOSED zo' ACSA / / . / 71 UTILITY EASEMENT / / PROPOSED zo' ACSA j I I I I I LOT / r y I a / UTILITY EASEMENT EXISTING ioo-YEAR FLOODPLAIN (TYP.) \ / / \ / / / / oo / ROPOSED 8" DIP SANITARY SEWER I / LOT MH-i o ! PROPOSED SANITARY SEWER' / / 39 r / / 1 / �� N^o — \ \ SERVICE LATERAL (TYP.) y PROPOSED WATER / / V / PROPOSED! SEWER / / SERVICE LATERAL (TYP.) ;SERVICE LATERAL / PROPOSED zo' ACSA l /LOTA \\ 4 t 'UTILITY EASEMENT / / / A A LOT %�, \ � � � 38 PROPOSED SANITARY SEWER / SERVICE LATERAL (TYP.) / ' • / • �5 / / \ / ! LOT V / v PROPOSED WATER/ / o O i/ / PROPOSED WALL I PROPOSED WATER / v � 7 g / I / SERVICE LATERAL (TYP.) x o/ o / I I SERVICE LATERAL (TYP.) \ / / / � `� � yh � xh W (MAX. HEIGHT=6') ROPOSED 2z" DI WATERLINE / LOT / 3 / // LOT i I \ \ \ / / // LOT ` \ \ i / / ROPOSED 8" DI WATERLINE 69 \ " W / ROPOSED iz" G.V. 16 / / / ROPOSED 6"x "REDUCER �7 I LOT 37 / ' / 4 \ I I z6/// /LOT \ % PROPOSED FIRE HYDRANT y I PROPOSED 8" DIP SANITARY SEWER y / ' b L I I \ U // \ f / 68 / / ASSEMBLY w/iz"x6"TEE / PROPOSED FIRE HYDRANT / / LOT I ti� �/LOT o ASSEMBLY w/ 6"x6" TEE I / / / / 36 / 67 H - — X ks _— _ / / / PROPOSED SANITARY SEWER f MH-i9 / / 3� ~ PROPOSED WATER SERVICE LATERAL (TYP.) _ LATERAL (TYP.) _ / i LOT ��� / _ _ / / 35 / 3 66 D � �/� E / 4OT // / / PROPOSED ASSEMBLY FIRE HYDRANTS / '„ x�° / V LOT / EXISTING MANAGED � 28 i / // / f / f \ \ J LOT STEEP SLOPES (TYP.) L i V y A V o 34 v — / / `� \ J � PROPOSED a \\ \ SERVICE LATERAL (TYP.) / \. / LOT �� Q PROPOSED SANITARY SEWER / / / A i / / - - V 64 .0000 SERVICE LATERAL (TYP.) I LOT 14 33/ tiN \ LOT / / / V PROPOSED SANITARY SEWER /, �O4 PROPOSED 20' ACSA/J��O` x I 1 I i` 0 29 / / / \ SERVICE LATERAL (TYP.) \�3 v / / LOT +° / / / / / / i QJ PROPOSED WATER UTILITY J / / / LOT / / SERVICE LATERAL (TYP.) J J / 0000, 32 / I xho r LOT / / LOT PROPOSED SANITARY SEWER II LOT I } 31 / / �' LOT SERVICE LATERAL (TYP.) f f f N ` LO / / / oo - MH s LOT a _I 1 — — — — — — — / / � ° / PROPOSED zo' ACSA PROPOSED WATER :'/ ✓� / / // ry� - , SERVICE LATERAL (TYP.)s A — — UTILITY EASEMENT-\lvl a � PROPOSED 6" DI WATERLINE PROPOSED 8" DI WATERLINE 5$ C. ` � / / o / // OTjam/ EXISTING STREAM (TYP.) � LOT OF ) \ Nti� 12 I + // I! I PROPOSED WATER i 57 SERVICE LATERAL (TYP.) `7 71 -- - -- I LOT ✓ / . OPEN SPACE J / ` 5 / PROPOSED 8' SDR-26 PVC SANITARY SEWER \W W \ LOT /� �� w PROPOSED 8"DIP SANITARY SEWER 11 - oo \ L —PROPER TYBOUNDARY(TYP.)` 1 NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS yti / 55 0° f / 3 o SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. Cl)o PROPOSED iz" DI WATERLINE LO LOT 54 \ 0 / / \ \ N J \ PROPOSED zo' ACSA UTILITY EASEMENT --J � O j'. LOT ISTING SANITARY SEW IER FUTURE PUBLIC GREENWAYTO BE / / h ' yx \ T\ ` 53 DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, \ \ 3 1 q � PROPOSED WATE\ 'ZI / W PER PROFFER #z OF ZMA2oi8000u \ \ \ \ \ SERVICE LATERAL (TYP.) STING PRELOT \ \ 3 $ PROPOSED FIRE HYDRANT LOT EXISERVED 10 \ \ ASSEMBLY w/ 8"x6" TEE oo / / 52 ` I / / PROPOSED FIRE HYDRANT STEEP SLOPES (TYP.) \ H- \ \ yy PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) J ASSEMBLY w/ iz"x6"TEE I \ � 3 �. � \ •• / � A SLOT / a % GRAPHIC SCALE / V. \ �� .1P. ° y / V A 50 - / 30 0 %s 30 60 w w ' PROPOSED 8"x6" REDUc R so 5 ; MATC N - E 1 T 8 v w OPEN V /_ / LOT I SPACE N 49 / w U LOT �. 3 / / . " ( IN FEET ) \ \ PROPOSED / o / 1 inch = 30 ft. / \ oo i� / < LOT l j �� WAY TO BE \ \ 9 / 8"x8" CROSS yo PROPOSED 8" 8 \ PROPOSEDzo'ACSA (4)-8' G.V. LE COUNTY / ' / \ /DI WATERLINE / PROPOSED 8" PVC SANITARY SEWER SIONPLAT / \ UTILITY EASEMENT Azoi8000iz SCOTT/R. CO•LLINSZ Lie. No. 035791 p 5/19/22 "Ai V/ Z z Q w o z O J an J I ¢ I O �'j > w F—I z V/ F�1 `J W Cd F- w f f Q U p o w � at z V U ¢ F- O o N � s a Q JLu w I � 0� p ¢ En to f > w m CX s i w a w Ln Lu -I IN IN N N w O O N O O 0, L ti ZM c'7 N � M N O WN (N Wa LL1 z J J Cn Lu — L U W' LLI I n D u■ F— LU zw C0 J~ Lu J< Q) O O O N u w JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 / �� FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY �� w w w w w w w w w w w w w ATTIME OF FINAL SUBDIVISION PLAT, w w PER PROFFER #z OF ZMAzol8000u N / / PROPERTY BOUNDARY (TYP.) w w w w w w w w w w w w w w w w w w w w w w u 07 w w w w w w w w w w w w w w w EXISTING PRESERVED PROPOSED WALLS STEEP SLOPES (TYP.) >c m w w w w w w w w w w w (MAX.HT=6') w C- // // z w w w w w w w w w w T w w w w �. w w w w - -�-•�- n 01 w w �.>✓. / A Z FUTURE PUBLIC GREENWAY TO BE w w w w w w w w w w w w w w w w w \ / DEDICATED TO ALBEMARLE COUNTY w AT TIME OF FINAL SUBDIVISION PLAT,vV V `' PROPOSEDTYPEA \ BLOW -OFF ASSEMBLY w w PER PROFFER #z OF ZMA20180001} w w w w w w w w �� %% LOT PROPOSEDzo'ACSA \ \ \ \ ��UTILITY EASEMENT w w w w w w w w w w w w w w w w w w w w w \ 135 WOO `W w w w w w w w w w w LOT o w w \1/ �� —� �- w w w 134 \+— ROPOSED 8" DIP SANITARY SEWER 31 LOT \ V A \\ II I II \\\\ \ \ \ \\\ LOT OPEN - - - -I 1 \\ z \ w ) PROPOSEDTYPEA LOT 3PROPOSED 30ACSA UTILITY EASEMENT INBLOW-OFF ASSEMBL YSPACE 127 LOT LOT THIS AREA TO SANITARY SEWER DEPTH 16+00 128 231 OSEDWAER--/�PROMH-3o ° 15+50 PROPOSED WALLS LOT PROPOSED SANITARY SEWER SERVICE LATERAL (TYP.) (MAX. HEIGHT=6') PROPOSED SANITARY SEWER _ -- - LOT 130 \ SERVICE LATERAL (TYP.) - �' /+ SERVICE LATERAL (TYP.), I 12 \ \ 15 o g +o - w PROPOSED 8" DI WATERLINE W w \ w \\ w w ` LOT \ \ \ I \ I 9 \ \ �\ `s -w/w PROPOSED 12"x8"CROSS I • + ° . , - \ .. / z) - 12" G.V. / \ \ PROPOSED 8" DIP SANITARY SEWER �\ MH-zq y4 5 W W \ / 126 \ \ \ PROPOSED za' ACSA I \ . , \ w (2) _ 8" G.V. W w v w \w w w UTILITY EASEMENT I I I - - - +oo w -� PROPOSED FIRE HYDRANT 141 w ASSEMBLY w/1z"x6"TEE W W1 w w \ w w\ w w PROPOSED WATER \ H z9 PROPOSED 8"x8" TEE I ` SERVICELATERAL(TYP.) `a H-z8 _ 8 WATERLINE - +5° R' 3) 8" G.V. ROPOSED "DI WAT v T -- - -- - - - - `LPS PD o ` 8"x6" REDUCER 13+°°98 R p05� P N 3 LOT w / o / !J PROPOSED 6" DI WATERLINE 3 I S _ _ 11+0o a+So T � -`i -- w -- w ............. MH-35 LOT I I \ \ ° \ •. LOT I I zo+oo 10+ o ° 1z+oo 125 I -- /\/ \ PROPOSED SANITARY SEWER u INw w ._ IY�-� _. :. i � .: � I \ / - \ SERVICE LATERAL (TYP.) a, o - - - LOT PROPOSED WATER N " LOT N , w w w \ PROPOSED TYPE A 110 I - _ - I SERVICE LATERAL (TYP.) 96 � h BLOW -OFF ASSEMBLY\ PROPOSED 4" DI WATERLINE PROPOSED WxW TEE PROPOSED FIRE HYDRANT : II ..... - 1 ... (REDUCER° ASSEMBLY \ LOT 8 / I LOT y + I I LOT 95 I I 1 II I " I I 1 I I II .. . I II- I PROPOSEDzo'ACSA- w 1 PROPOSED zo' ACSA,I 109 4 �' UTILITY EASEMENT o UTILITY EASEMENT II LOT "11 wl WIC A V v �� L I LOT :. ¢ I I �I I 1 PROPOSED SANITARY SEWER ' ° - I 94 \ y 12PROPOSED 6 PROPOSED WATER - 1 SERVICE LATERAL (TYP.) I N " H- 6 - y/I� LOT / / \ I "DI WATERLINE CSERVICELATERAL(TYP.)_ / 3 3 m III V A 12 PROPOSED 10' PRIVATE � I � � LOT LOT - - , /I - - - - I T - 108 PROP " DI WATERLINE 93 ' 4 UTILITY EASEMENT - I I, - - - II E8DS" 'ACSA zo UTILITY EASEMENT LOT P—O—S -- , a. : � _I i o� • a<` I I I3 LOT -� - 1 Y 3 : II LOT � 123 112 92 _I�w 0ISTING too-YR FLOODPLAIN (TYP) PROPOSED ACCESS// . $EASEMENTSHALOVERLAPPROOSE10] OT Ny � SWM FACILITY ACCESS EASEMENT PVC SANITARY SEWE_II P>flJ¢coLI ROPOSED 8" DIP SANITARY SWR PROPOSED SANITARY SEWER p _ -b0 w ` PROPOSED -SERVICE LATERAL (TYP.) Vw1 6 y FACILITY - � /� �� w MH-z6 ` � � I I ° � � O I � - I, I � :. w w H z / �/ / I l LOT 230 S//� S� r LOT r� Um I I H 36A 91 II I o d / ,m / Q� I LOT o w \ PROPOSED zo' ACSA - / � �( I I I M L UTILITY EASEMENT i / > + w w mll' /I� w / 120 ;tea o I s n CAIleii III J 106 o - w =mom i PROPOSED FIRE HYDRANT- WW ` I LOT PROPOSED WATER LOT I 3 t �- I I SERVICE LATERAL(TYP.) N ASSEMBLY w/6"x6'TEE '�� I I I O I I PROPOSED FIRE HYDRANT - `PROPOSED WATER - I - - - - - - ASSEMBLY w/8"x6"TEE 5 \ \ // // -i,ill E o // \ \ PROPOSED 6"x4': REDUCER i ; o I-- - = i C I LOT w� j i USER _ ( ) i 3 w w // I VICE LATERAL TYP. - 0 205 o LOT I z W \ \\ /ROPOSE WM // y y / MH-33 I PROPOSED SANITARY SEWER I Z3� SERVIOCELATERAL (TYP.) SED SANITARY ERI + i 3 \ \s L T \ \ LOT I _) ° ¢ m t LOT } n \ / r DETENTION FACILITY / // 0 PROPOSED 4" DI WATERLINE a 11 I --- LOTSER LATERAL (TYPI + Q p I w W w ti� i / 11g - - 4 10 88 I- % / W MH-z A \\� / / I UTI OSEASEMENT I 4 VO PROPOSED zo' ACSA 4✓ EXISTING MANAGED I ---� J a i LOT /;/ ^ UTILITY EASEMENT SLOPES (TYP.). PROPOSED WATER o - - - - L / / _SERVICE LATERAL (TYP.) `yx PROPOSED 8" DIP SANITARY EWER - LOT 3� $] bl 3 � I I v w FUTURE PUBLIC GREENWAY TO BE I - _ - - - - g _ 3 I I DEDICATED TO ALBEMARLE COUNTY / _ / w w T — _ ——/,\/�\ , 3 H-37 LOT w w PER PROFFER #z F ZMAzAT TIME OF FINAL IolBoao 1SION PLAT, ! / PROPOSED R-RELEASE VALV� F 5� / I 10 - I M ry / - N 86 I I \TIE-IN TO EXISTING 18" DIP SANITARY SEWER WITH A PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE. - EXISTING PROPOSED SANITARY SEWER / / LOT STREAM (TYP.) ONCE THE BASE IS INSTALLED (PRIOR TO MANHOLE SECTIONS), A PIPE SAW SHALL BE USED TO CUT \ 11 - - - _ _ - - LOT O / SERVICE LATERAL (TYP.) \ 5 - - I / TOP SECTION OF THE EXISTING PIPE. A TEMPORARY COVER SHALL BE INSTALLED AT THIS TIME AND THE � � \ 85 , / PIPE CUT SHALL BE SEALED TO PREVENT DEBRIS FROM ENTERING THE EXISTING LINE. ONCE THE MANHOLE \\ LOT � I I O / / W SECTIONS ARE INSTALLED, THE TEMPORARY COVER CAN BE REMOVED. THE MANHOLE WILL NEED FULL \ 118 n S 34 / \ \ / / LOT w EXTERNAL SEALANT AND AN INTERNAL COATING INSTALLED. THIS SHALL ENSURE THE NEW MANHOLE o \\ - w L w IS WATERTIGHT, SINCE NO VACUUM TEST WILL BE ABLE TO BE CONDUCTED ON THE NEW MANHOLE. \\ PROPOSED io' P RI I L \ / \ /,! 102 �/ - - -- - v kn DD ROPERTY BOUNDARY (P) \ VA UTILITY EASEMENT PROPOSED WATER Ln o I PROPOSED WALLS \\ / / / / \ ' `Jl SERVICE LATERAL (TYP.) 3 r A / PROPOSEDTYPEA (; LOT EXISTING SANITARY SEWER / \ (MAX. HEIGHT=6') \ ° \ / BLOW -OFF ASSEMBLY ` �/ LOT $4 AIR -RELEASE VALVE 12" DI WATERLINE ROPERTY BOUNDARY (TYP.) " vvv/// �/� I \ LOT 101 ( / _ �� l / w w w w/ 3 PROPOSED FIRE HYDRANT LOT 1 ' ASSEMBLY w/ 12"x6" TEE 117 I / PROPOSEDSANITARY SEWE PROPOSED 10R, OPEN'- A �� �� .)' 3 0 ' PRIVATE 116 / 3 UTILITY EASEMENT SERVICE LATERAL (TYP$3 w w SPACE\�� �� \ / LOTlo0 ROPOSED 8" DIP SANITARY SEWER b I w w \ PROPOSED AIR -RELEASE VALVE L8 T \ \� �\- / 3 PROPOSED zo' ACSA i I / / " w EXISTING PRESERVED\\ �� �_ UTILITY EASEMENT STEEP SLOPES (TYP.) � � / � LOT w \� NOTE: ALL ROOF OVERHANGS, PORCHES, AND FOUNDATIONS 99 LOT w / v SHALL BE OUTSIDE OF THE UTILITY EASEMENTS. �/ // / _ " GRAPHIC SCALE w�• PROPOSED 8" DI WATERLINE OPEN /� LOT — " " 5 3" 6" - \ \ f MH-37 N SPACE / A 80 9 , y ( IN FEET ) PROPOSED FIRE HYDRANT \ \ 1 inch = 30 ft. / MAT®INE-S�SHEET LOT _J LOT \ — — — r � 45 ASSEMBLY w/8"x6' TEE ! 3 79 mol/PROPOSED 8" DI WATERLI NE 3 \ tl SCOTT/R. CO•LLINS'_Z Lie. No. 035791 � p 6/21/22 "Ai V/ Z z p K w o z J F W - a i O > z w H L c W` c Ix L F w f f o 0 o w � at z U U 0 ¢ j O O N Q p Lu U w d J d � p � ¢ to f > w i w a 0 Lu Ca Lu N N w O O N O O CN Q NrN L ti M Z � Q N J � M � CN Q O 0 N W > Q Ld z J J I� C0Lu 1 � � z L9 F- Ill 06 Q H Z = U J W� T- 1Lu �--� V / L-- U w O LU Lu � J C0 H� J Q o CD O CD CD N Lu F r. JOB NO. 182150 SCALE 1 "=30' SHEET NO. 10 / I I ` l ' � � w � � 3 4.5o BSM so \ \ � ' 46A .• � � oo GA L T YD-1A 4� I - // � / % 0 4 49 / / �\ LOT 3 Jo / 401. FF 16B � / / p�TH Ofi Z W w w W 1 1 / \ / OT PROPOSED 8" HDPE ROOF DRAIN SYSTEM (Ke D1/W ` x° 10'PRIVATE DRAINAGE EASEMENT �0l i � � ��\9 �� s ' ti� 4> 45- � 4 �33 GAR 48 sW`�f 35 ^/o� 01. FF . -� — � I / ko PROPOSED PUBLIC - 4 �. � `�w ENDoDRAINAGE EASEMENT / / OTA HLINE _ J E°/OTTR. LLINSZ�saLL A47A / / < . No. 035791 � / �s ' FUTURE PUBLICGREENWAYTOBE / 30 --x'o y� O 1 \ LOT // �5 DEDICATED TO ALBEMARLE COUNTY 374 W 9 34 \ o ROPOSED GUARDRAIL, 1 AT TIME OF FINAL SUBDIVISION PLAT Y' / 374 gG zg n° \ 46 / PROPOSED DRAINAGE SYSTE o0 4oy �SSIONAL E�yG i / l j PER PROFFER #z OF ZMA2oi800011� /374Wz6�Bw \ 8 // ti , R PROF 33 6GBW� � 1 ` ay6' / •' \ JjNOT NO PROPOSED GRADES SHALL EXCEED za S OPE 410. 7 3 \ I PROPOSED 1z" HDPE YARD DRAIN SYSTEM / /374� \ gg. YD-1 w/1o'PRIVATEDRAINAGE EASEMENT / OPEN I 37oBG \ ooi 8/0 0 i i �6`8 67 BW \ o�" �PROPOSED PUBLIC a / SPACE 374T� P� g8.5o GA \ \ AQ Ae��c So DRAINAGE EASEMENT 4 OTE: LOPES GREATER THAN 3:3. SHALL BE PLANTED WITH A IVE N N PROPERTY BOUNDARY (TYP.) 368BG o ' o !?i I o z STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION( H- H- t/ ( / P z , 400.5o FFE S \ . z z F 66.67Bw q \Q �� 9� 33 \ G - :. I ti*`' / B. PER i 000 SF. � �' \L 3 � `` �''\ FO �O to � / SEEDS AT A RATE OF 6o LBS. PER ACRE OR � L w w � 3 0 es // oe a // f f BG i o O QJ i y -tea x <i� ¢j y y / 0 0 Bw j 0� P� QO LOT / / \ Zxoo\ \ q /�� . \ _ 1 398 F_ c� PROPOSED UNDER ROUND / �oQo� :; 3�° 3 / \ 2\� \ / / o o m l / / 39 3 % 'BOUNDARY (TYP.) > > m w 67 .R \ M 1zB 1 A i z as at z w 95 � DETENTION SY TEM B �� / Q \ / � rt .�° - / 12 ..... .._. ��.. s / 397.67 FFEF 4 3 / / / o J 87.5o B5 ' / M_ A oo . / d u u 0 V PROPOSED WALL I , _ / / U I I 1 1 (MAX. HEIGHT-6') nl ( 32A \ J / fob s M / \ y 394 0 m J LOT j/ \ I 1 6! EXISTING PRESERVED / p m g a z / y A v A \ 4 STEEP SLOPES (TYP.) O ¢ O OV w w Z n ��9 93.67SA a EXISTING too -YEAR FLOODPLAIN (TYP.) I ( 2 l 395 67 FFE J J 0 lox w Z ¢ ¢ vi 00 PROPOSED DRAINAGESYSTEM PROPOSED WALL \ / LOT m w GEO-GRID SYSTEM 3zB 1%\/ `/ 1 0 /�8�� '� w w r 354.0o GA A s �� Q� / a s 396.0o �/ w w 83 MT / d� JlIZw / J i m w li PROPOSED VAR. WIDTH SWM /FACILITY & MAINTENANCE ESMT ` \ / LOT \ PROPOSED 1z"HDPE YARD DRAIN SYSTEM 384. W � 374TW� Il /z'0/ow/10 PRIVATE DRAINAGE EASEMENT / % YD-6B / 368 eG / _ _ �I 393.67 GA ^°l v38z — _ / / N N N 366gW'�� 39 67GA /' }z% 5.67FF PROPOSED DRAINAGE SYSTE - j / / / / / w o o N o 0 �• _- / MT V/ N N y 3 4.67 E / 3 .5 / / _ i / / a O BSMT v7 EXISTING PRESERVED / / I I l STEEP SLOPES (TYP.) W W 3r3l.33 GAR A LOT / T FFE W W MAINTENANCE EASEMENT L I LO / 3 533 y PROPOSED WANI (1 39 3 5.17BSMT LL "GPROPOSED WALL 3� '41W LOT / ' w w w EO-GRID SYSTEM z 366 BIG 9 / PROPOSED 1z6HDPE YARD DRAIN SYSTEM 6686W 366 BW� 8. / I I J 36� I 368 w/ 1o' PRIVATE DRAINAGE EASEMENT 5 W W W W START OF 68 BG 3$4, / -./ j i.. y j� -. .. WALLA 366 BW� �� _ � _ , W W y w �i _ M PUBLIC ��- ' / / cei 386 N QbRAINAGE EASEMENT YD-6A ZZ C0 PROPOSED VAR. WIDTH SWM �, PROPOSED VAR. WIDTH SWM ti 8g / d EASEMENT, FACILITY & MAINTENANCE EAS� ` I w v . � FACILITY &MAINTENANCE EASEMENT / 364 04 L.L / Z / / / / N EXISTING STREAM (TYP.) / , / i Q PROPOSED DRY /// / / /% / / / / / / / / / / / / Lu I —I Q t / /Lu PROPOSED SWM FOREST & / / j- Q DETENTION / % /_ OPEN SPACE EASEMENT Z�_/ / / L �/ LI \� NOTE: VDOT WILL ONLY MAIN AiN I HIN DRAINAGE / / / / / / / 06 CII � EASEMENTS TO THE EXTENT NECESSARY TO PROTECT /\ 0 w DEDICATED TOALBEMARLECOUNTY I y�` / i / THE ROADWAY FROM FLOODING OR DAMAGE. FUTURE PUBLIC GREENWAY TO BE 358 / 11 / A / r W / i / / U o'�S AT TIME OF # FINAL Z SUBDIVISION PLAT III PROPOSED DRAINAGE SYSTEM 4 / / i / W W I I I I I ' / // / i (!� PER C0III ��� a �2 U) Lu o OP N h W 35 6 / r ° PROPOSED VAR. WIDTH SWM �� �— � � � � / SP CE I I Iul ��� .� I � FACILITY & MAINTENANCE EASEMENT�. � j 3Lu 44 \� Il / / / LU 34 r, 1 A i � PROJECT BOUNDARY (TYP.) �s V % o - 6 / W y ��i Lu - _ ' EX-B8 3 30' POLO GROUNDS A \ - —35z ��� O W W W W W W W ROAD BUFFER � I W ' O t Z 35° \ f / W W W W (D 1 I I -- \ 56-54 O / - _3561 _ - W W SCALE \ (V �� � W W W GRAPH � y $z w _ \ems ,� W I IC C W ry / / � —. .-9\\ \. _, —/ \ •r W W W W W •�y � I 30 o i5 30 `6a� � w ------------ I \ J yI ' --ETIE-INTO STORM STRUCTURE INSTALLED WITH — -- -- — - PHASE z POLO GROUNDSBoADPLAN, ) S IN FEET \ _ SEE PHASE z POLO GROUNDS ROAD PLAN �� 7 7�� h = 30 ft. ------ OR DRAINAGE IMPROVEMENTS, �- _' SEE PHASE 2 POLO GROUNDS ROAD PLAN \ JOB No. _ 7 7 - FOR DRAINAGE IMPROVEMENTS 1 \ \� \ \ \ 1 \ \ 182150 s —_------- SUB-zo1 -u - = - � � , o SUB-2017-117 — I— 1 I \ \ - �� �\ A o SCALE 348 N6 — — — SEE PHASE 2 POLO GROUNDS ROAD PLAN __30" 44/C Q FOR PROPOSED POLO GROUNDS ROAD \ \ EXPANSION & ENTRANCE DETAILS SUB-2o17-117 ` \ SHEET NO. CO Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet)l Easement Width Required (feet) Easement Width Pro\ided (feet) 6A 36 12.5 1 30.0 30 13 30 9.3 23.0 23 29 24 14.8 33.5 34 447.67 FF LOT LOT �/ / STEEP G SLOPES (TYP.) PRESERVED 2° - - - - - - _ �\ \\ r 45 3 79 / 44z ' ;./ k ���, MATCHLINE -SEE SHEET 13 / 4S.67GAR �// W ` 7 � �, zx // 4L YD-1K LOT D 44 3 \� / \ ,, GAR / � / / / 47r7.00 FF LOT LOT \ PROPOSED8" ROOF DRAIN SYSTEM w/ 445 67 FEE/ „ 3 0 8 / / CO w s EXISTING ioo-YEAR FLOODPLAIN (TYP.) / 0.6 GAR \ 10' PRIVATE DRAINAGE EASEMENT / 3P/o // ,- ,/ / <. /4/0 7 / v �4p • 22 OPEN / / PROPOSED SWIM FOREST & 3z 67 FFE / / / \ /' / LOT = 448 �' oo FF PROPOSED 12" HDPE YARD DRAIN SYSTEM '� ,, OPEN SPACE EASEMENT 4 5 1.0o GAR / / SPACE ` / / 3 / LOT / wl io' PRIVATE DRAINAGE EASEMENT z. o BSM OPEN /' LOT 8%i I ooF /4 �� 8 ro\ _ 43 4433 GAIN // .° , _, / o � 77 ° SPACE / 20 \ \ / // o / 45.67GA 43 h �- 445� 33 FF G � o. / \ LOT --I 76 44 �• / A, / / / LOT 4 �1 42 4433 GAR %446 45.67 FF / / / o� zs/o v / A 3 7 431'6 FFE 23 � 4 PROPOSED 8" HDPE ROOF DRAIN SYSTEM �� If 11 UP? SCOTT/R. CO•LLINSZ Lie. No. 035791 � p 5/19/22 "Ai LOT \ \ s/ \ ' 3? 1o' PRIVATE DRAINAGE EASEMENT �9 42 .33 GAR , / oo/ _\ i \ . 444 - 3 `u 444 4 43;67 GA PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ 434 �x d k / - ` FF 10' PRIVATE DRAINAGE EASEMENT ,wj PROPOSED 1z" HDPE YARD DRAIN SYSTEMI / \ OT I m 10' PRIVATE DRAINAGE EASEMENT' / 546 5/ / /3 w z D,... PROPOSED WALL p Ln o - j / / / LOT -- �� / 43/0o G� 44% /,` / 21 GEO-GRID SYSTEM O p i S /° \ i \ -- 1430.33 GAR I / / 41 � \ .• � •° / y FF LOT � / / / f o , / / END OF � � Z u 1 LOT f D 1 0o FFE I o / J WALL > o F T REP PUBLIC GREENWAY BE 4 .00GAR, \ x� s LOT f (CD STA. V/ \ U U U C G W O 18 \ 5/ p o 43 /' / / / \ -- - - tiw .. `u ' DEDICATED TO ALBEMARLE COUNTY z 4 ,� / 38.67 GAPE / / ° . �l y�4z.33 Gq AT TIME OF FINAL SUBDIVISION PLAT,. 41 BSM \ g C / I LOT 39.0o FFE / �� '\ oo FF / o I I PER PROFFER #z OF ZMA201800011 > \ /goo \ ` / / 40 / / /4 OT / u F- w OU ~Q o w � at z a x ¢ _ U U 0 ¢ F- U o N z g ¢ U I U w d Lu a p p En Ln > Ca w 426 I / GAR 1°/ / / 54 ' . `� 1 zoB 416 TW W 0- a \\ / 67FF / /�x� �/ 4z.67Bw li Lu vi I D 6% \ / ROPOSED DRAINAGE SYSTEM / / LOT / / �t \ / / / ^ 418TW w W xoo / \� / 0 412 BG - D / LOT 6 GA �x / / / - Yv �RA55� v x 4 7 ti ;' _ .. yzg.67 GA \ \ / . / / a _ ^�o / ^ \ 0 10.6� Bwl I / 17 z5.67 FFE / \ o. FFE \ t. �/ 4 COURTYARD 4187w 43 33 36.33 FFE f, 4 / 412 BG 39 / . /39 S YD 1H � 410.676W %� LOT / 4go / � ; _ % / '. 0 /, � �o �y1 / TN A / 7 \LOT / / 38 / / j//\ / / //410 BG F qqo ew / - \ 25 \ 1 S3 1,y1 0o LOT / PROPOSED 12" HDPE YARD DRAIN SYSTEM 408;67 Bwa N N L 7 z .00 GAR --- 933 / / \ 34.67 GAR / / - - y3 / \ wl io' PRIVATE DRAINAGE EASEMENT / 1 N N N I WALL PROPOSED DRAINAGE SYSTEM I z GAR / /. - , 4 4 5T . 1+6 45 0 4 4 1.33 FFE / Y \ ooFE X�o ,. 6 67 GAR7 70 i/ 408 BG w o o N o 0 p Ln N 4o4 o� g 4 0o FFE I Y � 435• s _ 0 06.6 ew � N N� N N 4oz BW y, \ 0 3 S 1.1 BSM / 9 . • ti. 44 / yh TW 'rn - �,� / / ✓ - // v / ^// 4o78G N o v �4zz PROPERTY BOUNDARY (TYP.) / LOT z 3 \ / / - / 8.33 GAR 6 / eW� 4 3.0o FPE LOT I \ LOT 9 t v 3 / �' 1�aN°s33 27 -4zz LOT 4z4 42 0 / 3 37 YD- D I 40o BG /3./0 • • •. Q/ s• �', I 26 \\ /, /� / 11 / LOT \ // % / �9 406 BG _ 404.67 BW x / s - 410 // LOT 4z9.33 FfE / / y� °/ / td/o 4 FF LC1T lo' PRIVATE DRAINAGE EASEMENT yob G I / � • • o _ / 6 0 / 67 PROPOSED 8" HDPE ROOF DRAIN SYSTEMo / 4 7! / PROPOSED WALL, 08 BG / _ i / / 3 / / 06.6 BW 4 4 tw (MAX. HEIGHT=6') 396 Bw ~ / _ - PROPOSED 8"HDPE ROOF DRAIN SYSTEM wl 733 GAR j �/ SzA3 5 / ,.CC� 4 33 GAR 4 tiff o� O) e _ 0 io PRIVATE DRAINAGE EASEMENT 4z8.00 FEE o 435 FF o PROPOSED WAL\ 418.33GAR 3% / zo.6 GA _ / / LOT / / / 3j LOT YD-iG / D �' 41oTW M 7 LOT 4zo.33 FFE� 4 7 �33 GA 66 % / 40933 BG (MAX. HEIG T=6') L Q !421.33 FF 18' - / / ' 35 / / / F / 4o8 Bw H EXISTING MANAGED 00 3 15 410.17 l35 / T u 4 / / 41g 52 FF z � X�o f \ \ / P PE ) ° .' S33 < LOT STEEP SLOPES (TYP. 396BG PROPOSED WALLA OT / / ' -- % � � / S7AR�OF� � � 948w MAINTENANCEEASEMENT " O �8 // / //v 4z6:o0F� ti� v v vv 65� �� ��o WALL M LOT / 7 O� 5 V v ro STA. o+oo d PROPOSED WALL 34 - GEO-GRID SYSTEM �m * pROPOSED 1z"HDPE YARD DRAIN SYSTEM/ % YD- C v f v v - v t � � ._ % 4z933 LOT v v � - � � � � wllo' PRIVATE DRAINAGE EASEMENT / \ 7 / �� �PJ' DD N Q m - . / / / \ 4z333 FFE / �/ 3 z�. 416 POSED GUARDRAIL (TYP.) � � � 64 \ / � , PRO DRA L TYP. 4ozTw 1 6 G � O / � /o / o ' Q'O ^. 8.00GA / CA w , 396 BG 4 5' a - / / \ \ \ / o Q z FF N 3948W LOT 417.67 FF _ < ` QIO 13/0 , , \ YD--36 / I, / LOT \ \ .° yv. � � / oo �3� � i w L.L 1 �� 1 6 FF 33 \ \ \ / �4Z'f2 LOT vD-1F T 4% 4 4 7� 7 / / ; � ,yy�-4z NOTE: SLOPES GREATER THAN3:1 SHALL BE PLANTED WITH NATIVE N 4 z CONSERVATION LOT / \ - I 6:0o GAR 63� / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSER N Q J ° / / \ 4z FF PROPOSED 8"-HDPE ROOF DRAIN SYSTEM w/ 400 Tw /�� z% LOT 10' PRIVATE DRAINAGE EASEMENT /�� �O • i SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,00o SF. -o� i4 /8.600GAR 98BG 4 LOT 62 �W 27 / / • -- TAR 32 V/ / '� z4.00�� R /Q ` 0 ROPOSED DRAINAGE STEM J I --I Q r ���llf TW < i o - BG - - 4oB--__ j PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ 5� / xy • e - % , �' 4' / ti - � J WALL 399 -- \ 16.0o G R o6 : LOT NOTE: NO PRO D GRADES SHALL EXCEED z:1 SLOPE. - - 4oA 10' PRIVATE DRAINAGE EASEMENT / 5 y'� ° < Q Lj / i 0- 16.6 oh_ • - I / 4 7 8 7 ryx O � b o I 1 0o GA Yi /� 0 4X3. w 1 97 o 4 3 40 / ' b 5: of / YD-1E = Q (� M 404-E FFF T 5% 4�� \\ // 31 / / / LOT v �/ 18 i i - - F- LOT 4 4. 3 BS 1 3 414.00 GA 4z� _.67 GAR 60 / .< 414.67FFFE LOT /� do / C6 < W / 4 v v v / v 42 59 Q -- - y k / / \ i / VJ y11.33 GAR �/ ,.. fz% 46. GAD � \ j ry / � 18B �° / D / U T� 06 4z.09 F, ` / 417.33 \ \ 1 % f i a v 6a/o / /y% LOT / PROPOSED 1z' HDPE YARD D w _� 10. CyA ;" v v y v 4 33 u ��� 1 10 � v •. 412 / _ / RAIN SYSTEM 41z.33 FIFE 4✓0 4 v YD-3 .. / / 58 YD-1D mow/ 1o' PRIVATE DRAINAGE EASEMENT " U) - � EXISTING STREAM (TYP.LOI ' v / FF x \ ' NIV4zo oo GA 57 d \ , �06I PROPOSED 1z"HDPE YARD/ROOF DRAIN SYSTEM / .� 4i4. FF j ti� (D w/ 10' PRIVATE DRAINAGE EASEMENT LOT / ,•' / PROPERTY BOUNDARY (TYP.) � W' ~ O I 1 \, 56 / r OPEN SPACE � /Lu 00 r,tf-" 408 z.00GAR / 46< it 41z. FF \ % \ ,` _ o // / 17 `Lu R z% ..' 1 \\ oo / s°/ LOT � q/ � � J 410.0o FF 1 - > ytix / 0'67 GA 55 00 / 3 J s 399.83 BS T 37 ` ;; i1. FF of /" (n H� 1 LO \ S + y8A %3% LOT PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ / / , 54 \zo PRIVATE DRAINAGE EASEMENT PROPOSED 1z" HDPE YARD DRAIN SYSTEM O o8/ � / 40� • 'y$ \ � yFF � .. //��✓ � i / ' w/ 1o' PRIVATE DRAINAGE EASEMENT og. 4 LOT 4 D ��� 53 o /o � j j s'. PROPOSED DRAINAGE SYSTEM 05.0o AR WAY O D PROPOSED GREEN(TYP.) o oo.F �, �. 4A6'33 396.83 BS LON \ ° 39 5 00 %� / GAR 52 l PROPOSED SWM FOREST & to V 1 8.z �, 7 f 4 33 / o A tiyx X,� z°/a 405. FF PROPOSED 1z" HDPE YARD DRAIN SYSTEM �„°° / ' / OPEN SPACE EASEMENT ,� Lu /.l/ LOT w/ io'PRIVATE DRAINAGE EASEMENT i:..D. •' /' '/ ; /' , / .�. i h� YD-z z%A 3oxg` ✓ z.33 /t 6 / x / a Lu STEEP SLo GRAPHIC SCALE 5 t JOB No. W yoz.67 GAR o ti z% 03. o FF� 6A 3" " �5 3" 6. d 04.67 FFE x �� y6B v 6 so 8215 � � \ 3. A y6 4 ° 4 .00GA 49 // jf 408 / �__ / j 1 0 w i r to / 401. FF PROPOSED 8' HDPE ROOF DRAINSYSTEM wl•,< / x� 166 / 1 inc N FEET) SCALE \ \ _ LOT \ r / o r \� \ 1 „_ 30' \ � � OT / h = 30 ft. - / \ 9 1 x0° _ / r 1o' PRIVATE DRAINAGE EASEMENT `y\\\10 45 �:.,. 401.33 FF R 48. S h , - /� / , / ; SHEET NO. PROPOSED PUBLIC WALL DRAINAGE EASEMENT r ✓ 5V .67 GA LOT \ / A H I N E- S ESHEET1 // IZ \ I'llr 1 r 47 /:Ak Drainage Easement Chart FUTURE PUBLIC GREENWAYTO BE PROPOSED WALL EN d of \ / -Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prodded (feet). DEDICATED TO ALBEMARLE COUNTY- - (MAX. HT. 6') �' zzTW 4zz TWA WALL Hi 2 PROPOSED WALL - 4 , zo B ' STA. z+42 t _ 56A 24 17.0 38.0 38 AT TIME OF FINAL SUBDIVISION PLAT -' \I, 4zz TW y18 BG 4 � V �MAINTENANCEEASEMENT �- - 16B zzTW PROJECT BOUNDARY (TYP.) _ - �� � � 57 24 12.8 29.5 30 __ - y16 B 16 B 4 PER PROFFER #2 OF ZMAzoi8000>> / i l - ..4zo TW vv _ .r, - M .,,..= w �' w �4i BW zz BG , 5 J 58A 24 10.1 24.2 25 � 1z 4�4BG PROPOSED SWM FOREST& �ti zoBW FUTURE PUBLIC GREENWAY TO BE 'T , 0 59 24 7.3 19.5 21 v OPEN SPACE EASEMENT I- - 1zBW _ _ _ _ / 4z4TW 43 / 63 24 7.8 19.5 20 4 - - yzy BG PROPOSED SWM FOREST& 65 24 6.2 16.3 20 alsrw, - yzzYw i s� 4zzBW / / OPEN SPACE EASEMENT DEDICATED TO ALBEMARLE COUNTY - '" _ a ''TW. 412 BG 416 BG gGl zx / ATTIMEOFFINALSUBDIVISIONPLAT ��� T_y yz 42oBW 44 4 6BGh w, yz7 4z6Tw- WA O tS / I /5 y1z BG T 'v' �.. 1 BW \V 12 �� 1 V PER PROFFER #2 OF ZMA?oi8000ii `" PROPOSED WALLS y T' 410 BW41 �y18 TWw �� 4z ��N 43�" 4zz BW_ STA 61 E � A / V PROPOSED WALL (MAX. HT. =6') 414TW� w w - ioBW %G wPC�{{1 i6 N 01 GEO GRID SYSTEM - 412 B 4 _� 0 v -/ \ W w -w w v / EXISTING PRESERVED END OF - 410 Bw w w i zz BW/ \ OPOSED WALL \ \ \ i O STEEP SLOPES (TYP.), VW ALL Eo 4zz BW 410 % (MAX. HT. = 3') y END OF "-�2TW 394 TW 4o6 TW 9 424 W %'� - - \ - `- I m WALL F' 38o TW oTW� 386 BG 3 403 BG 41oTW �, 410 BW - /yzy BG' \ PROPOSED WAL�t \ LOT I �m ' w 88 BG 404 TW .�. . 1 38o BG 388 TVS 39 - 3 STARTOF.. .STA.3+56 378BW 384BG.. 384BW -. -g86BW 398BG F.. BW 41oBG STAR O yzzBW \ / p 44 38z BG ,3. 3-6 BW �° \� 08 BW WALL H - WALL Hz MAINTENANCE EASEMENT, 135 - I Z/ \ SCOTT/R. CO°LLINSZ Lie. No. 035791 p 6/21/22 "Ai Y \ \v \v- \� w 38o BW _ 38z BW 38 - �., LB�, . 404 BG 4-- TA. o+oo _ STA. o+oo \ \ _- \ u 4°05 TW 4oz BW - - \ \�. \ \ LOT _ t ` \. ] GA 1 0 F 4000 6G y10 TW i / V' PROPOSED WALL. V A 134 -- -- 1 r� `l �, `u yoo TW _ -- g86W 4 5 - l� - \ \_ 7 _ - 4 4.67FF-oz.-40o BG 16 GEO-GRID SYSTEM 398 -- _. 403 BW \ \ LOT .5o BSM "398 BG - - -3 z BW _ _ 394 BW _... __ -- i 4., s C �� --_ ,� \ 1 \\ \ 41.00 GA -- � 1 442 / \ C 386Bw� - - _ _ 41oTw \ LOT 4 3.0o FFE c _ - v 39 4oa BG i\ V A A 5 7-33 GP A 4 .83 BSM �\ \ 2" 11 LOT /yob BW \ \ \ LOT / /�3z �\ 4 9 33 FF R \ \ \j " 1 71 16+0° % \ o < 12 WALLOD 407 BG 4oz BG 406 BG \ \ ,.,,, .1 _BSM - ,\ 1 - v G 7 LOT 0 Q u 12$ - STA. 5+z7 4 5 0o BW yoy BW \ \ \ 131'... \ 00 GAR \ 4 ] - - / \ PROPOSED SWM FACILITY & / / / 414.00 GA I 4 I I, LOT 4 4,0o FFE i5+5o °r ,m I PROPOSED 20' PUBLIC o B \\ MAINTENANCE EASEMENT / G �' \\°O o .8 BSi6.00 FFE 41 .00 GAR I GA 4 .83 BSMT \ 5 3 LOT 130 7 \ 4/a -, - s/' i ..mo w- -i+°n $ / DRAINAGE EASEMENT Z o co 2 W \ / PROPOSED WALLS 1 .00 FFE \ =j `� 4 8.67 FFE -15 t�/ z Q i \ w (MAX. HT,=6') \ 40 :83BSMT 129 - j w/ l° / 72B O W w w \ w ` ss\� LOT 1.00 G / / / H j Z a W I w w \ 3 126 13.67 GA \ �3/a .� o / / p 74 i w < \ GEO-GRID STEM' 415.67 FFE' 414 I 7.0o GAR 4 Z,00 BfE \ t o \ \� / i W y I 43 . 9.0o FFE 8.8 W w \ w \� o ro l` i I SM `W \ / 3B- N YD 4A o i -44 a I 66� , W m '0 0 / c ,G W A"' w 3 ,� "' I !-. / \v _! -. -- -- -- II_��._. -_ - - --- --- --i-4 D s ..., �3+ y i ".� 6` \ 7. i' 4. 1 I 74B °,� u CONTIGUOUS W WETLAND / w \ \ ^' \ / / 13+pO ro w +N _ YD 4 LOT I 1 ROPOSED DRAINAGE SYSTEM W w w SYSTEM I \ PROPOSED 12" HDPE YARD DRAIN SYSTEM W m 3 I 415.00 FFE 1% / 6zA b ° w - 'r'� - 6- 76B 76A 3 76 , Ig/o 1 w/ io' PRIVATE DRAINAGE EASEMENT - -- 3 I o 8 BSM to+00 20+ o r o--12+o LOT ! 11+00 11+50 LOT 4 4 3 60 - -i - w o - .;,; MA2 L PU IC D 68 l _ I 1 v \v w w 1 - - - PR O5 - I o.00 FF (�� \ I � 5 �� w OP r � � 3 ° 8°/a 4 PROPOSED 8"HDPE ROOF DRAIN SYSTEM wl I I; 6oB - _,T- f �s j / - - ' 0 1 - 2o' PRIVATE DRAINAGE EASEMENT 38o�w I F -f 6i / 4 7.67 G/�R L u -- LOT 374 BG 6 �. 6oA L_ _� I 1.. LOT I o/ 1 N I 1 1 I 11N 3 zBW I39 n, --� 4 4zo.6 1 I 110 - -- 3 _- 4o.00G R9 1 1 ; W 1 W 3i3BG BW 3easw'I 6z 3 / e g I 410�`4 0.67FF 1 Il "<t 37 -r o PROPOSED DRAINAGE SYSTEM / - PROPOSED PUBLIC II PROPOSED SWM CONSERVED ENd - 1 W w \w - \ I kI _ 1 _ I - ` 1 I I ; OE ' ui lI sagas: � � PROPOSED PUBLIC �,�7 °. / I I ...DRAINAGE EASEMENT 11 1 I _- , W W T v WALL G II .. OPEN SPACE EASEMENT I 3 II- \ 3aoaw � Y � j " _ v - r ^ \ I i LOT 1 _ LOT 4�40.0o , FI r9 i/o 1 GAR + 64 l II YD 5A 1 STA.1+ 6 li TW - o • iDRAINAGE EASEMENT' o I 4 0.33 FFE I ` ' 11]%. 40.67 FF I� � 1 11 ., I 37Z BI = °� 3773 BG 373T� °o FFE " ( I 4211.33 FFE 74/0 419I.67 GAR 111 I 109 4 :17 BSMT 1 I I t I �: I 3o B 367 Bw 37oBG 81rw =, / 11.1 BSM of PROPOSED 8" HDPE ROOF DRAIN SYSTEM r OT 1 I N 1 1 37 w 4 .83 BSMT LOT 7I 4 .67 FFE �I 1 o I I ! i iL - - - -- 373 373 BG 373 BW / �_...- - - 122 ^° ¢ - " I r`PROPOSED WALLS 368 B ec s� 37� aw o I � 64A : 9 L 21 4zo. lo' PRIVATE DRAINAGE EASEME 1 1 N. I I a/o 1.33 FF 11 1 1 � 11 LOT 3/0 - _ I _ (MAX. HT. - 6') ,- \ / _ 4 9.67 GAR 1 _ 66B„_I z I N \_ YD-5F LOT 4Y° 4 \ 1 ir373� e 12 - 10$ 1.6] FFE LOT 4 � ROPOSED DRAINAGE SYSTEM I 4 I 44i. I 1 - _ 6 BG �\ 9,� 9 \ wnu � 389T START / ooGAR _ _ I I DRAINAGE &SWM 6 D 6 C 43 5 1 44 33 4 PROPOSED PUBLIC 4 £ 4 6 B �'1 .1 1 o BSMT 37 11 I - - IIEBw >s�'� �'o srA. I+too, azaw wALL 5.0o FFE I _ CAR 3 ` II -III= y 3a rw STA. o+00 05.83 BSMT =m u- ACCESS EASEMENT _ 1 0 4 1 4 33 1 % 42.0o FF I YD-4E sJ I o li I I 1 I << m 376aG / LOT 58D -408 I_li �) LOT 4 z.33 FKE' 14 142 0o G BLOT i pl m lllr 37a ew 386 BG + 386 BG / 12 5 � / _ � � 112 11 YD-56 LOT 4 z.17 BSM � � 1 '�% 42.67 FF 92 I I \ � � w I w- ear �e aw 3 J / 2 6 /Imo¢ c / / LOT 4 �. 7 GAR Yp_SG 1 107 - \ / v a O a97N a97rw I / - I 9% z 6 FFE �) m r I ROPOSED DRAINAGE SYSTEM 9iBW 97ew� EN of " / 1214z 83GAR ,a7 _ . �1 PR O� D SWM FACILITY & w � � Ili , �' sraLz 39 � . ii�t �o I - - -� - - - - - 422 / -' - - - . • 8A_ _ •' � - - - •: 11 �1 > - i � MAINTENANCE EASEMENT V p w V �/ 41 6 BSMT \ 4 3 .7 f - 3- .., o rVJ� H r 0 III I I , II 58B �N Oi F \ ' . � - �t - / -�{1J 0 1 WI` 404 swr- wALL Ci F I - - - - - - -� �I I �I II I I 14xn w POS D DR I Illy= / �sTA 3+n I • o � � , I PROPOSED lz"HDPE YARD DRAIN SYSTEM 78B II � __ LOT I I 1 � O v o , / izTvJ 2 + LI w/ zo' PRIVATE DRAINAGE EASEMENT a • o o {r4z.67 G ° I23w0 DETENTION 39 aGJ�� zzBG I 4 FF 91 V o �' 3 ° aw���a°4 r 58A // 4zo BW LOT � I � I I I I ii w O _ 44333 + B SIN A ! 397 _400BG / 4 4.00GA ` � - e " -� I I �_ LOT { \ EXISTING zoo-YR FLOODPLAIN (TYP. ), A sa9B �lil 39aew j 120 426.00 FFE \ \/ �/ o I / 106 4 o - I L.. • N I O w \ \e7aw ]x yzz y /� %' 4z3.83 G R LOT I oo GA o Z v `4 5.83 B5fv1�% 9 I n n w 44 .00 FFE I I Q m 3 } 8 BS T N Q � 0 4333 GA LOT 4 � I N 1 / m- '396ew n° / w .4o\w 4z5.83 FF 11 I : 43 3 M ' o III /o L p ° 3 I Z�_ 1444 0o FF 9 PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ 2 /per'" a p w lo' PRIVATE DRAINAGE EASEMENT Q / //2T � - I I � � �\ ��. // S AR'1`0 9 / /412TW , STAR r i I �CCLISTING MANAGED \�\ aIr r\J STEEPS (TYP.) v \ i a aG 4oy O * YD-5H I / 43 .17 BSMT 5%a 444 7 J I o I 1 3 x \ Rom/ �.� �:QQ y. / / I I , EXISTING STREAM (TYP.) 398 BW / 533 GAR �� I I PROPOSED 8"HDPE ROOF DRAIN SYSTEM w/ I n I I I / ;_ I / ry / LOT z7,33 FFE /4 ` lo' PRIVATE DRAINAGE EASEMENT o I LOT I h FUTURE PUBLIC GREENWAYTO BE, `. \ I *) 3° / I LOT DEDICATED TO ALBEMARLE COUNTY n / 119 4 .6 GAR 4 a C 44 ,00 GAR' PROPOSED SWM ACCESS PATH w / 17.17SMT /0 FF $$ I 5 7 o �.. 3... 4$ 33 J AT TIME OF FINAL SUBDIVISION PLAT, \ o /M / I - / FA 6 FFE I m 104 44 ,00 FFE I [I I PROPOSED 12" HDPE YARD DRAIN SYSTEM ! ( PROPOSED WALL 7 PER PROFFER #2 OF ZMAzol8000u \ I r I 43 .83 BSMT w/ lo' PRIVATE DRAINAGE EASEMENT GO -GRID SYS1TEM4 a I 400 I I _ I s 6 I o/044��33 GFAF L$O7T . 39I�I II w 113 BW " PROPOSED SWM FOREST & yo /T o N - Nq 103 OPEN SPACE EASEMENT_ 398 BG m - l \ g 6 6W cz - - PROPOSED WALL YD_4G •. , MAINTENANCE EASEMENT'. u / = I ! If- < - - I ° 4 6 67 FF �� PROJECT BOUNDARY (TYP.) - - -_ _ $6 I - ry= _ - _ N PROPOSED WALL � 9/0 476.5o GAR LOT / / YD- D � I I o 44, oo G PROPOSED UNDERGROUND 2�jp .: - • /0 446.67 FF LOT I SI / DETENTION SYSTEM'A' (MAX. HT. = 6')\428. - I L I O I I \ w m LOT 4 \ / 5 � � o w�� � \ z8.00 FFE / � v / � - i- _ I8 I / PROPOSED 12" HDPE YARD DRAIN SYSTEM ,1 y4 PROPOSED PUBLIC DRAINAGE w lo' PRIVATE DRAINAGE EASEMENT M l I / / 44 I ] a I / / & SWACCESS EASEMENT l/r 102 DD '7- / PROPERTY BOUNDARY (TYP.) \\\ 412 TW GA y4 .83 i 404 BG 4zz68 oFFE 4z].00 GA \ I I II °a 447.0o G LOT i ,' / / / A4o46w ylorw / z ooFFE 6 GAR / 4 .83 BSMT n 9 LOT 447 7 yoy 6G / i z / 400 BW i 4 3 LOT 4 �.• . ° ,�% 4�r7.67 GA I ®` 404TW y \ 4� 20 LOT N / / `� / 398 BIG �! \ 6 117 11 w / I 48.33 FF BW C2 410o8T83 G / 116 -- S \ PROPOSED WALL \ oo BW 4zzTW 416 42j3° / I LOT 44 67 GA I / PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ o ' OPEN (MAX. HT. 6') a o8BGo I ' 3� / r% 447 67 GA lo' PRIVATE DRAINAGE EASEMENT n \ W �� o6 8w- 1 100 4 6] F J I o ` 48.33 FF I / SPACE - � r �/' LOT � / -i 3 - / 400 BG w 410 STAR OF \ �'o° YD-5E PROPOSED 8" HDPE ROOF DRAIN SYSTEM w/ �. p °' I H2 447 . _41oTW ALLC1 8� lo' PRIVATE DRAINAGE EASEMENT EXISTING PRESERVED`/ 3g8 BW 404 BG 43 e I I ,/ STEEP SLOPES (TYP.) / STARTOF 4oz BW 410 W A. o+oo i o8BW I 3 I I3/0'447.67GA I I t WALL Cz 410 BG / LOT 4 b7 GAR/ 633 FF LOT YD-1L STA. + o - 412 TW yz3 TW 4 44 .67 FFE/ S .. - 406 BG "yoz BG MT�---- ---- -- 4oy ew _ yo5 BW f: i 4 SO BS 447.67 GA 99 RAPHIC SCALE' / \ PA N ' 4 / 1 / 33 FF LOT - / 1 26B j (/ s a° i - -- SPACE 80 �1 r i w f f 0 p w Ln at z V U i Q F O ' � Q o N M g U U w d a 0 p E > w Q i w a 1 o I Ln Ly N w O O N O O Q � NLK N / L ti M Z Q N J M d' O W0 04 N W > Q w J J_ Z ~ z > J a W 1 W ~ r*�N Q p L9 r-I z _j 06 0 ZQ U 06 `� W� Y U) z F- U Q 0� ul CO 0 / F- LU Lu m CO HT� ~ 2 (Y J o rQ V CD 0/ O CD m Lu F r. t- /I S NOTE: NO PROPOSED GRADES SHALL EXCEED 2:1 SLOPE. ' / I o;447 0o G I z6A 7 z6 ( IN FEET) / / 3: - v I 1 inch = 30 ft. z NOTE: SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE 447.67 FF LOT - LOT I \I 1 /r / \ / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATIO - _ _ -- - - 45 3 _ 79 I I 442 \ I iVED Yp) SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,00o SF. \ MATC H LI N E - SEE SHEET 12 JOB NO. 182150 SCALE 1 "=30' SHEET NO. 13 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN 7HE 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 PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 7HE SUBGRADE SOIL. THREE 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 7HE 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 WI7HIN EASEMENTS PRIOR TO ACCEPTANCE BY 774E COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END 7REA7MENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONS7RUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS 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 SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH 7HE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON 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 7HE 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 CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH V907S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES RG ADING 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF 774E VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS 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 K17H SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONSTRUCTION OF THE SUBGRADE. DRA/NAGS a 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. �Ez 2. STANDARD UNDERDRAINS UD-4 OR CD-2 OR CD-1 'S TO BE PROVIDED AS INDICATED ON THE PLANS OR WHERE FIELD ( ) CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG7H AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACTi0N 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 METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TFST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT 774E SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE 7REATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA770N SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN 7HE STREETS RIGHT OF WAY. Pavement Design -TRIP GiNE"TI ` %� � l �-- . ti- ,ocation ADT HCV Design CBR SSV Dr Surface IIIa Base b a Sub -base h a Dp [alley Avenue 2665 2 2685 4 4 18.19 SM-9.5 1.5 2.25 BM-25 5 2.25 n 6 0.6 18.23 4 4 ablewoodIhive 227 2 247 9.89 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 1 CP \., �� D o 'A - - aconia Lane 640 2 660 4 4 13.31 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 12.94 Marcella Street 236 2 256 4 4 10.02 SM-9.5 2 1.67 BM-25 3 1.6 21A 8 0.6 4arce1la Court 113 2 133 4 4 7.74 SM-9.5 2 1.67 BM-25 1 1.6 21A 8 0.6 E24 OTE: PAVEMENT DESIGN FOR NEW SUBDIVISION ECONDARY ROADS IN VIRGINIA AND STREETS MUST BE BASED ON SHALL IN PLACE BE DEVELOPED MATERIAL AT USING THE TIME THE PAVEMENT DESIGN GUIDE OF CONSTRUCTION. FOR SUBDIVISION AND BEVELED UNITS EXTEND GEOSYNTHEnC RE1NfORCEMENT TO W )THM 21NCAIFS OF THE LAVER ER BLOCK IP(P ID°MrNNM� _ _ AncIT -Diamond{' X REINPORCEMENT CONNECTION WX (NOT TOSCALE) CONNECTION I r. V II REMFORCEMENT LENGTH � I FIMSNEO GRADG I I _ GEOSTNTH6TICRE PORCEMENT 1N TIL'(ELEVATION VARIES ,{\U Woa WH)THOEOVERSEJNG De- DEPTH OF EXCAVATION L-LENOTX OFGE09YNTHoTCREIN.EMENT W¢=(3•[k)a Lib' WO, �� AnchorTN Diamond® / x 1 EXCAVATION OVERSIZING WX /(SCALE 3/%=F-O") "'A"� ARCIIorYKI DLarnonU X TYPICAL BASE PREPARATION WX (NOTTOSCALE) "•""""`.""..• \e iCOTT/R. CT?•LILINSZ Lic. No. 035791,E >, 4/11/22 I D D I I CAL RM' J O O ` I \ 4 En U - ♦ _ F F Po�M cxnoc 0 v Orr sxen ZZ )jZ Wei 2: 6 NOTE: NO PARKING / / °° i'i U C ' 4' '� s' ' ALONG ROADWAY / ° /P "i � ��- r I«-s,�., .i ,i ,. ,.x.: a.xP I.,....P rcc«aFre �, 6i RlW-RICO \'\' / + '� U J Q e TYPICAL STREET SECTION - 61' PUBLIC ROAD R/fY _ ` / !�. w a a U) U (flAiSls'Y AI�ErYUE) ` \ a / �� J -- N ' K a 30 MPH DESIGN SPEED U � (NOT TO SCALBJ � o \ a (\ •�` � - -� I - - Z W � Z w' TYPICAL AS'TRETLTT ASLTCTION - &I " PUBLIC ROAD R/W (SABL.F#r00,0 DRIVE LACONIA LANE, jfARCELLA S"TRELTT, & MARCLYLL.4 COURT) 25 AfPN DESIGN SPEED (NOT TO SCALE) TOP I CURB 2" R SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A \VDCT #57,#68A OR #78 STANDARD CG-6 STONE BASE UNDER CURB & CURB &GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFlWNG. ASPHALT PAVING - ROADS NO SCALE 0 0 1 - _ z m 0 I D P , � I o r 1 p : II � - �, r En � ELI ° < NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, C I of I ICI m D IC I / o�q .'./ r-- I. v r ..../� Q AS DENOTED WITH NO PARKING SIGNS.'NO I � I , / � ; > � D PARKING' SIGNS SHALL BE PLACED EVERY iso o l \ L w :: a c l D 1 -- S 2N r i -'.LU ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS / l P� i :_I , w ° r LU L SHOWN ON THE ROAD PLAN LAYOUT SHEETS ° I _ _ / \ 5-T Dy I � �' � / U) ° 1 _ P J ° / P Y ( , I i , N N O N T. � W O O N N GENERATION C LC ATIONS � rlJ (5" MIN.)ko t WI �L�.- / ;TRIP GENERATION BASED ON ATE TRIP GENERATION Ta"(TVPJ �� � J SEE PAVEMENTCHART 4" CONC. a �FOR DEPTH ^�- .' MANUAL (ioTH EDITION) PAVEMENT OF E� CHCOURSE 3000 psi MIN. ° .I �( "` 54 SINGLE FAMILY DETACHED UNITS (CODE 210) PAVEMENT COURSE P D R o 28 SINGLE FAMILY ATTACHED UNITS (CODE 230) e y 53 TOWNHOUSE UNITS (CODE 230) 4" 21-A STONE BASE A ::? '°, - / Ds//.:;] ADT: 1,103 VPD 2 ENTER/ i EXIT CONCRETE SIDEWALK °�-�°°'J j o 3 (55 55 ) � O No SCALE - pQLO - AM PEAK: 77 VPH (19 ENTER/ 58 EXIT) I� -- � _ GROUNDS a C`7 - _ �• 4 _ PM PEAK: 99 VPH (62 ENTER/37 EXIT) cy) 15-1 CC-12. NOTE' COMPONENTS OF CURB NAMES CONSIST OF THE FOLLOWINp CC_V NOTE: COMPONENTS OF CURB RAIDS CONSIST OF THE FOLLOWING, HYMAALIC CEMENT SOEWALK (DEPTH N INCHES. AREA N SQUARE YMOS) HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES AREA N SQUARE YARDS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING GENERAL NOTES CURS TTEEC'TAABLE REWIRED NSURRFACER(LAMA IN SOUS YES) GENERAL NOTES: DETECTABLE REQUIRED NG SUR I LAM PE IN So"i� YES) EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM MD SHOULD Y EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM MD SHOULD PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED THE DETECTAB E WANING SMALL BE PROVIDED BY TRUNCATED DOMES. E ORFLTNIE WARNING SHALL SL PROWGEO B TRUNCATED DONES. fE SUMMARIZED FOR EACH CURB CUT RAP. BE SUMMARIZED FOR EACH CURB CUT RAMP, 2. DETECTABLE WMNNG STALL S, FROM THE NOT APPROVED T FOR 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED L5i FOR ttm SIDEWALK DETECTIBLE WMNNG SUFACES PRODUCTS NOT LISTED SHALL MEET DETECTIBLE WARNING SUFACES. PRODUCES NOT LISTED SHALL MEET TO BE STATE MAINTAINED: 9 RASP 12:, MAXTHE REWIREMENTB OF THE SPECIk PNOV5HN FOR CG-12 DETECTABLE TXE REWIREMENTS OF TXE SPECUL PROVISION FOR CC-12 DETECTABLE4&1 MA%WARNING SURFACE MD SIFOR BE SUBMTTEO TO TIE STMOAR05 ALD WMNNG SURFACE MO SHALL BE SUBMITTED TO THE STMDAR05 ALO SPECVL OESGN SECTION FOR APPROVAL. \. SPECIAL DESIGN SECTION FOR MPROVAL. \SHARE TO ELEVATION 1-1- 3. ADPNG SINES DF CURB RNAP NAY � PWREd YDIbLITHICALLY WITH RA1P ]. YDPNG 9GE5 DF WRB RAMP NAY BE PWRED LgNOLITHICkLT WITH RNWi. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS ��g/ °LAR6£°sr PPON`FE°F FLOOR OR BY USING PERNSSBLE CWSTRUOTIW JOINT w}n REQUREO BARS. { j� FLOOR OR BY USING PERNSEIBLE CONSTRUCTION JOINT WRH REOUREO BNB.4COVERED. � % , I 4 THATTMR FLOOR ADJOINNING FLARED VMSLCAR BESCAST N PPEACCE AFTER PLACEMENT a L MA 4. IF SNAP FLOOR 5 PRECAST,S CA MUST SL PROVIDED FOR ROWS ISMS 50 ° L THAT ADJOINING LFLARED,SEES T C BE CAST N L B E /SAES PLACEMENT OF r0.1 MAX Q CONDOMTYPEI PRECAST RASP FLOIXR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RNP FLOOR. PRECAST CONCRETE 9H&L BE CLASS A-4. W PPE I 5. MOORED BMS ME TO BE NO,5 X 9" PLACED TCENTER TO CENTER &COG TYPE A 5. MOWED BARB ME TO BE W.5 Y 8" PLACED 1- CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE HARP FLOOR, NO -DEPTH OF RMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE RASP FLOC, ND -DEPTH OF WAR FLOOR. MIN" PERPENDICULAR ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE I CONCRETE COVER %. CONCRETE COVER 1'/f. RIGHT-OF-WAY BEFORE BEING COVERED. B. CURB A CAR AN GUTTER SLOPE TRANSITIONS ADJACENT TO CURB C APE 6. CURB / OUR AN CUTTER SLOPE TNMSITIONS ADJACENT TO CURB RAPS AE INCLUDED IN PAYMENT FOR CURB I CURB MO GUTTER. 5'MIN ARE INCLUDED IN PAYMENT FOR CURB I CAR AND GUTTER. 5'MM Max NA% ]. OUR RAPS ME TO BE LOCATED M SHOWN ON THE ELMS OR M DIRECTED 2 ]. CUI18 RSPB ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED Q I 1 _i I Y T R THEY T PROVIDED T I A it R Y i R THEY T P T T TI B HE ENGINEER. HE IRE 0 BE ROV DEO A N ERSEL ONS WHEREVER � B THE ENGINEER. N ARE 0 BE PROVIDED A N ERSEL ONS WHEREVER 12:1 ALAI( tV!TYrPEB III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY I -- ACCESSIBLECURB BRUTE WITHIN THE NIGHTWHET LN COAT A. A HIGHWAY FACILITY M ACCESSIBLE RWTE WITHIN THE NWr OF war W a HIGHWAY FACILITY j �:� 2 : i CROSSES A CURB REGM0.E55 OF WHETHER SDEWN.N IS EXISTING, PROPOSED. MOSSES A CURB REGARDLESS OF WHETHER SIDEWILN IS EXISTING, PROMISED. TESTS BEFORE PLACEMENT OF ROADBED BASE MATERIALS. / OR NONEXISTENT. THEY MUST BE LOCATED WITHN PEDESTRIAN CROSSWALKS OR NWEWSTENT. THEY MUST BE LOCATED WTHN PEOESTRIM CROSSWALKS � 1 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. MD SHOULD NOT TYPE B AS SHOWN W PLANS OR AS DIRECTED BY THE ENdNEER, AD SHpLLO NOT / HE LOCATED OP NL INLETS. ETC STOP LIES EXISTING PROVIDE POLES,FRE HE LOCATED OP BEHIND VEHICLE STOP CUELE EXISTING PLIGHTROM POLES, FINE / MORMRUCTEDP INLETS, ETC. ND SUP RE ROUSES PROVIDE A TING AL PARALLEL UNOBSTRUCTED INLETS, ETC. AND SLIP RESISTANT E ROUTES PROVIDE A WG ALL PARALLEL iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL AACCCE59BLETELLEME TS OF�A'FN}LIT YTHATSCA SE APPROACHED. ENTERED v Y�"v4 �2(2' AACCQs�LETCUMENMTLSEOF A FAACILITYPTfHAT THAT ABE PATHCONNECTING ENTERED : 9 � OUTLET PIPE TO INVERT AD USED By PEDESTRIANS. P ]ADYV ArrCfyC^�'��a� lul �'+Y�\A�.S�n�A• dn4C sfD USED BY PEofsrmMs. CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND SECTION A -A 5. RAPS MAY BE PLACED W RAVE OR TANGENTIAL SECTIONS PROVIDED THAT bv' " zI MA B. RAPS MAY BE PLACER ON RADIAL OR TMGENTIAL SECTIONS PROVIDED THAT IIi THE WRB OPENING 15 PLACED WITHIN TIE LINrt3 OF THE CROSSWALK MD �� THE CURB OPENING 15 PUKED WITHIN THE LINTS OF THE CROSSWALK AN) 12,E yqx m ~� APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. THAT THE SLOPE AT THE CONNECTOR of THE cuflB OPENING Is � 12" "A'L ;AV THAT THE ROPE AT THE CONNECTION OF THE CIX28 OPENING IS � ' PENDICnLM LD TIE CURB. I1'. Tf PERPENDICULAR lD THE CURB- X REM MAN BEPNEEN PER B yyN * PERPEWC S. MIN %PE OINETERS WHEN � METHOD OF TREATMENT IN DROP INLETS 9. TYPICAL ES CONCRETE SIDEWALK IS 4" 1HICK. WHEN THE ENTRMCE RNIICMNOT I S. TYPICALTYPICALCONCRETE SDEW&H IS 4" THICK. WHEN THE ENTRMCE RNtlCMNpT v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS DIFFERENT SIZOF ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF TICPATED HEAVY TRx K r T PPES ARE ENCOUNTERED. B TRAFFIC,WEERTO STMDMO CO-13 LOMERC1k ENTRA4CE (HEAVY 4'MN TRAFFIC, REFER TO sTMDARO CGE C04MERL1k ENTRNNCE (HEAVY 4'MN AT I . Y' RICHER NM AT ,X' . 2" HIGHER THM TRUCK iBkfp) FAR CONCRETE DEPYX. TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT EDGE OF PAVEMENT CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO A,/A'TA t0. WHEN WRB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, � AT XX ,SHE AS TOP OF Lufle 10. MEN CURB BAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY THE MN UM WIDTH SHALL BE THE WIDTH CIF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. AT K0 ,SAME AS TOP of cufla n X Y 1 F A TYPE C 11 H r P P F A TYPE C WHEN 4 ONE CURB R/W S FRRVIOEO OR MI CROSSINGS DNON&I, WHEN ONLY WE CURB SHALL S PROVIDE OR AN CROSS NCS E CHAIR FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A NOTES �� INTO THE HE CROSSWALK AREA SHALL BE GOING INTO TO 4RAVELW A WHEELCHAIR PARALLEL &PERPENDICULAR 14'F HE CROSS AREA SMALL BE GOING INTO TO MANEUVER A THUS PARALLEL & PERPENDICULAR SHNINC Di MANACLE AND IN.ET INVENTS IN ACCORDANCE WITH � • � \ INTO THE CROSSWALK MAHOUT GOING INTO THE TRAYELWAY. THIS 4'v L' INTO THE CROSSWALK MTVOUT GOING NTD THE TiRAVELWAY. THS {' A 4' PAVING COURSE AS SOON AS POSSIBLE. \ LMDNC AREA MAY INCLUDE THE COTTER PM. LANDING AREA MAY INCLUDE THE COTTER PM. IRIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED , SLOPE TO GRAN TRUNCATED DOPE P, TRUNCATED DOME In W FILMS OR WHERE INVERT U PPE IS MOVE INVERT Di ` TO INVERT OF 12. ALL CASTS WHERE CURB RSPB INTERSECT A RADUL SECTION Of 6"-2 9" C-L m I2. ALL CASES COHERE CINB SAWS INTERSECT A RADIAL SECTION OF m .fi"-2.4" C-L STRUCTURE. CUTLET %PE CURB AT ENTRANCES OR STREET CONNECTIONS 174E DETECTABLE o CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE d WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O a WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FEUD O O O O o II� II� A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, I"W'"'K10LD�M°a WITH iaPiicATB°LE�srFND°�NEm° on sPLEcISALT"ori DRAWING. / i�dana°c of cEILRLIi'MExpfD Br THE MANUFACTURER TO MATCH L. � o 0 0 0 0 0 0 0 0 0 0 - iFEL'eA1ECLic of RECOMMENDED BY THE MNUFACruRER TO MATCH LB.- � o 0 0 0 0 0 0 0 0 0 0 - UPON COMPLETION AS PART OF THE FINAL INSPECTION. WE WORT SBMNGc As METALED TMIDN IS TO ECULr A N a o 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 a PoRTLMD CEMENT CONCRETE La CONFORMING TO GLASS AT OR / u - -j O - -r CLASS Cl EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o u O O O O O O 0 0 0 0 0 O O O O a UP TO PI IN RETEA AD CONSIST E STONE, BROKEN BIRIOK, T LNONG RASP + LAN)MD flAMP + BItO(EN CONCRETE OR BRONFN CONCRETE BLpCC. 'RUE SkFACE I/ 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 vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA SILL a LEFT SMOOTH BY MEALS EE HAD TROWELLING. NONE I I n o 0 0 0 0 0 0 0 0 0 0 O o 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF OF 174E COHSE AGGREGATE SHALL REMPX! E%POSED. _-- ro 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o rA O o 0 0 0 0 o O O O O o 0 0 0 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X-65K OF BASE DIAMETER O O O O O O O O O O O 0 0 0 0 PURPOSES ONLY. EACH MANIIME 0% DROP INLET IS TO BE SHAPED - - TCP DIAMETER TOP DIAMETER CONSTRUCTION TO SCHEDULE AN INSPECTION. INDNIDUALY TO BEST FD THE PMTIC0.M )NET MD OUTLET DfrfcTMLE wMNNc o IETECTMLE wMRNG d CONFIGURATION MO ROW LINES. AL BACK 01 WRB "1{" VARIABLE FULL WIDTH OF SNIP ROOK AT BACK 01 CURB "-14" I yARIMLE FULL WIDTH OF RAW FLOOR SECTION B-B SEE NOTE 12. BASE pALETER AE NOTE 12. BARE DIMETER I PAY LIMITS I PAY ITS viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS PLAN DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME METHOD OF TREATMENT IN MANHOLES INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DETAIL DETAIL DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING NVDO-r SREOFICAMM XVOOT SPECIFICATION XVDOT SPECIFICATION ELIGIBLE FOR STATE MAINTENANCE. ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFEdNDE ROAD AND BRIDGE sTMDMOS CG-12 DETECTABLE WARNING SURFACE REFERENCE MR MIME STANDARDSCG-12 DETECTABLE WARNING SURFACE REFERENCE MANHOLE &INLET INVERTS ROM ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCT/ON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTAT70N (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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7H THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). FET 1 OF 1 REW9pN GATE ENTRM'JPOBT302 SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 1pp,06 VIRGINIA DEPARTMENT OF ATMN 203.05 DJ/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 5 D2 203VIRGINIA DEPARTMENT TRARSP01RTgnON .05 01Y15 502 OF CG-90 WIDTHOFW2 Gft-2' RA I T 1 A-9-1 A WIDTH OF ENTRMCE O, A' r � D E%PMSION JOIN EXISTING OR PROPOSED W ¢ 5% SIDEWALK OR SIDEWALK SPACE C ~ / T\ CURB INCLUDED IN ENTRAYCE GUTTER � � EXPANSION JOINT � m C yy t Y FLOW LINE ENTRMCE WIDTH MINIMUM IS E%PkSION JOINT ABSOLUTE °SOLUTOLUTE MINIMUM 12' EDGE OF PAVEMENT A� FIFLF VLAIV UWAVW- I SIDEWALK SO NORMAL COTTER n ® D 9 ba. ^Q4e b d' 9b 4goe 6" AGGREGATE BASE TYPE 1512E 29 3.- 0" 12% MAX_ SLW f FOR CURB MD CUTTER ONLY FOR SDEW&K WRB MD GUTTER BUST CWWRRENTLV SECTION A -A XVDOT ROAD AD BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 203.03 WAS °_ ITY AT CM BE PPROK ED ENTERED MO X 27;Fi' MIN - 28Y4" MAX RAIL HEIGHT LINT F PEIEESTRIM RWTE NOTES: � ACCESS UWAVER SPACE NON -TRAVERSABLE 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. ACE 2. CONCRETE TO BE CLASSF AD CARRACE T IN , 40W PSI IF PRECAST. 4. 8'-3" B'-3' J'•T/R" 3•-lyi' 3•-1%' 3'-1'/R" WDTI'H�'I 3. CORD HAVING A RADIUS OF 3 FEET OR 7 R OF CURB) WILLBE PAD i0P AS F�/dN CAR..FNE N AL �TRAVERSAAI 4. TIE pEPTXaF CURB IMY BE REDUCED AS MUdI 3' IS" DEPART OR INCREASED AS MUCH ' � ''AS •3"12T' L DLE5TB DEPTW IN dRDER THAT THE BOTTOM Ci CURB BULL COINCIDE WITH H TTOP OF A CURSE CESS RWTE .' CE53 POU OF COURSE SU P9: OF THE PAVEMENT BSTRUCTURE THE DEPTH S TO BE WAS sNOwN. NO N,N511O1T N THE PRIDE BID IS TO BE WOE ♦ 1u e_. a,e .' J J I� PEDESTRIAN ACCESS ROUTE DETAILS WITH & FOR A DECREASE OR M MORE/BE N DEPTH. WITHOUT UPAVED SPACE a EI°i2REISOTURED SE FOR SHMEETING N �� " "'' MENTIES C6e AS WN APPQDIX A IO THE VDOT RAID DESIGN 11/AWIAL, yZy 0 P'F!P'f!P GR-2 GR-2A NOTIONAL RIGHT-OF-WAY IS PEOED F THE LIMITS 1,_3„ IN TFE SECTION ON CB URBAN STANDARDS. A A U'-3" POST SPACING) t3•-P/y• POST SPACING) OF REDDEST NM NCE55 RWTE EXTEND BEYOND EXISTING t5" DR PROMS VDOi RIWT-OF W ICJ p.�!D,�T D MAX pTNNdt DEFLECTION 3' MA% DTNWIC DEFLECTION - 2' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CWTINIOUS - GN095TRDCTEG STALE FIRM AND SLR RESISTANT • �. e• 'e • • D'� PATH CAN AL ACCESSIBLE LE ELEMENTS Ci A • �'• FAC i • S USED BY PEDESTRIANS. H ' W IF PECESTRVN ACCESS ROUTES ®ME BERG 1III r RADIUS sueaASe NOTES: PROVIDED. A PIRA R I I I WARM LA BE S SHOWN ON PLAN ST ATION IIMTE RO DIED, MINIMUM TRAVERSABLE MOTH 5 /r AL N 5 REQUIRED WITH A MM. 2X CROSS SLOPE. ONLY MO CM ff ADJUSTED WHIN: CONSTRUCTION F A•D (�/�Ij��-JIIIII$�II��/) 0 � JLJL SECTION B-B A' 6• AS DIRECTED BY THE ENGINEER. WHEN USED N CONJUNCTION WITH STNDMD D.' CO-3 M LG-T, THE CURB FACE ON THIS FOR DETAILS OF POST AD BLOCKBUTS SEE SHEET N0. 501.05. z WHOOPTIONALNE TEDGR-2AR METHOD • OPTIMAL OR-2A METHOD STMpMD 5 IE U ADJUSTED TO MATCH I�-2-0 F p.', USING NESTED RNL USING ADDITIONAL CE PARABOLIC THE MWNTMLE CURB WKIOMAipN. ; D,• !p, BLIFACE FOR COF RNL ELEMENT RAL SPLICE JOINT MO RNL ON BACK OF MET X ASSOCIATED UTEO HARDWARE SEE 9N'EEi NOS.5O.01 Md 501.02. CURVE •o. • '.: .i '-' x WHEN NESTED RNL T ADDITIONALRNL 6 PLACED ON BACK OF POST ® FOR CR-2A THE POST SPACING WILL BE '-S". n'. � .. •A" D.�!D. RK ELEMENTS ME FURNISHED SHOP CURVED FOR RAOI BETWEEN 3 FEET AND 150 FEET. BAY p- -b'. p- -b'. a K ••D. • A�•D. ALL GUARDRAIL POSTS SMALL BE SET PLWB. PAS5T SMALL HOT BE SET WITH A VARIATION OF MORE THAN PER FONT 4p4i WOXITO SIX CHANGE •oaese evee e�'A FROM VERTEBI W-BEAN, BLOCKOUTS. AND POSTS SHN1 BE "C-C _. SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION faJfSASE SECTION 505 OF THE SPECIFICATIONS. CLASS A3 tHE.SU CONIC. ALL MR 2 MD GR-2A RNL L OF MAINTAINED AT A 2•-D" HEIGHT HEIGHT OF 2]�" MIN - 28 i' MAX M LEASUREO PER 5'-0" ®POINT OF GNNE CHARGE I•�-� B° RO CR-INS. 12" ALL w-BEAM RAVES SHALL E LAPPED N THE DIRECTION OF TRAVEL FOR THE VEHTHE X K 12 X MNIIMUM INCREASE N ROPE AT MINIMUM INTERVALS , �,' . p, OAM THE GR-2A METHODS TANG TH. S OF THE RIVE OR USE a i x 3 X MAXIMUM DECREASE M SLOPE FOR FIRST p' INTERVAL ND M' NT ACCEPTABLE ALTERNATIVE THE B K OF T OF ID NOITIONAL RAIL ON THE BACK OF THE POST FOR ADDITIONAL SHALL BE APPROVED BY THE ENGINEER 8 X MPJW.IW DECREASE FOR SUCCEEDING MNMU.N O' INTERVALS PRIOR To NST&unox. PRIOR TO NSTAL IF CURB IS EXTRUDED RARE RATER SPEED WEED INS" Stt LINE BEYOND My LINE MPH MY ENE L5 FLARE RATE FLARE RATE 70 B' 200 15,1 D 60 8' 28M MH ♦ 50 6.5 21+1 111 40 5' 16.1 B:I ♦ 30 4' 1Y1 T1 ♦ CGB NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE 4WD PS IF PRECAST. ' 3. COMBINATION CURB M BUTTER HAVING A RADIUS OF SOD FEET OR LESS (ALONG FACE (F CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABLIZED OPEN -GRADED MARIAM LAYER, THE BOTTOM OF THE CURB 4 GUTTER ftBE CONSTRICTED PARALEL TO THE SLOPE D� SUSOME COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. A_OWABLE CRITERIA FOR THE USE OF M-6 IS BASED W ROADWAY CUSSFCATNN AND R MGROM DESIGN MAUI1 IN ME SECTION ON GO tRSM STANDARDS. BE CONCRETE OF THE CONTRACTOR ERENGE COMBINATION 6" CURB AND GUTTER p5 502 WRCINA OEPMTMCNT OF TR,WSPORTATIW 3 A-� (RAOUS TOMM AL BTWEE IPPRONX SASE CORN AS YNNINE ROADWAY (SEE NOTETE 6) SHOWN ON BINS) C C T I ( TO BE AS / PN1:1L COMBINATIONCOMBINATIONSHOWN SHOWN ON PLANS) ClRO ANC COTTER CC-8..(SE� NOTE ]I � I SOEM&N 'a i I¢ ISEE NOTED 6° _--- FLOW LINE Imo- EXPANSION I JOINT o A Jd NOTE: WON "B" 2'-O" OR AS W NNNLNE ROADWAY SHOWN ON TYPICAL SECTION. A-J PLAN VIEW MAINLINE RpAOWAY ROPE 10' PARABOLIC CURVE EDGE OFHAUL ax MM. D IIR.ELR FLOWSLOPE WAGE D ® - --- MARLINE ROADWAY ------------- ez MAIL, ® p ELOPE CXMCE W MAXIMUM ATE SECTION 0-D FM SEAR G BARRIER SYSTEMS.SUGGESTED RB STANDARD ENTRANCE GUTTER SPECSKATION REFERENCE SPEED SPEED K TON REFERENCE �VDOT `VDDT A COPY OF TXE ORpINk sEALEO ND SIGNS ORgWNG IS ON FILE IN T E CENTRk OFFICE. SREF REFERENCE REFERENCE SPECIFIC IEFERE STANDARD fill CURB ROM AD BRIDGE STANDARDS ROM MD BRIDGE STMDPIDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 502 D5 REVISION DATE SHEET i OF 1 SHEET 1 OF 2 REVISION GATE (STRONG POST SYSTEM) 221 W2 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF iRAN$PORIDTIW 20L01 50194 WA14 VIRGINIA DEPARTMENT OF TRMSPORTATON 505 F A REVISION DATE 9GELT 1 a 1 201.D3 CG-11 GENERAL NOTES 1. WHEN CO-1 IS USED FOR STREET CONNECTION THE CONNECTION MOST BE DESIGNED IN ACCORpM WITH AASHTO POLICY ND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD MON MMU&. INCLUDING EIGHT DISTMCE REWIREMENTS. 2. WHEN THE ENTRANCE RADII CARROT ACCOMMODATE THE TURNING REWIRET@NTS OF MTICPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK M CURB RAPS WITHIN THE LIMITS BE THE RAWSHOIILD BE INCREASED TO ]•. 3. WHEN USED IN CONJUNCTION WITH STMDND CO-] OR CC-] TIE CURB FARE ON THIS STMDAD IS TO BE ADJUSTED TO MATCH 1TE MOUNTABLE WRB WNIGURAl10N. 4. SEE BEAUN ) CG-12 FOR CURB RAP DOWN TO BE USED WITH THs WINDARO. 5. OPTION& FLOWLRE MAY REWRE WARRENS OF A PAWN OF CUTTER TO PRECLUDE MINDING OF WATER. ENTRANCE NOTES 6. FILMS NE TO INDICATE WHEN CONSTR UCTEN OF A ROW LINE 15 MOUIRED TO PRORK POSITIVE "WE AGREES THE ENTRANCE. ]. MNNINE PAVDIENT SHALL BE CONSTRUCTED TO THE RAW LINE (EXCEPT MY SUBGRADE STABILIZATION REWIRED FOR MARLFE PAVEMENT WINCH CM BE OMITTED N TIE MENACE.) 8. RADIAL CURS OR COMBINATION WRB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE RAW LINE EXCEPT FOR RE0.MFMENT PAPOSFS. °D"TENLLOEENTRADGS 5'MI& COM1ffflCIAL ENTRANCE ARE LISTED ITHE ALLOWABLE ME TABLE, THESE VALUES ME NOT APMCMLE TO STREET M CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES 0I IT P ENTRANCE VOLUME GRADE CHNGE DESRMLE 1 M HIGH I MORE THM ISM WD I 0X 3X MEDIUM I 300-U00 VPD 1 13X 1 6x LOW I LESS THM WHO VPDI S S X I e x w D. CLASS AT NOTED N10WMlE ENTRANCE GRADE TALE IS NOT <NE.5.1 �\' 'N• •.�, •O,' •V• --� APPLICABLE TO STREET CCTFECTpNR CONCRETE ` •E. •l•. SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION LV B/Ol 203.04 N co 1 N O W N N W J J_ PU)r^ Vl �- LU L9 O J U W I W Ul w z LU I. ) LU JQ O O O N U JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE 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 (i-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. iz. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED 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. i5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OFTHE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Na<mI"6" INITIAL BACKFILL 82a NB" MIN�MIN. IN. MIN. 6" BEDDING -=_- #68 STONE 4 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 4 1 INITIAL BACKFILL 4 MI UNSTABLE 6 all g 6" $QL\ MI MIN. - MIN MIN. 8 STONE GRANULAR FILL AS APPROVED BY ACSA `\ lTA L SOIL 0 UCK 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, VARIES �10"± 101� WATER SEWER 3 p d £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THSI WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER L SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT c TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID i II U 2 N m a M.J. GATE VALVE WATER LINE b lid 2500 P.S.I. CONCRETE E 4 2'x 2' BEARING AREA. THRUST THRUST BLOCK .d .. o. 4 o A Ar 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 FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 71/2" AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSn REQUIREMENTS 1'• •• PVC FEMALE CLEANOUTADAPTER WITH INVERTED NUT SCREW CAP OR y 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 Y BOTTOM OF TRENCH SECTION'A-A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CAST IRON CLEANOUT FRAME AND LSD v y N I II I ( I iLLL WYE SEWER LATERAL A NCONCRETE A 45P BEND COLLAR 4 za° `---- PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS WIDEN TRENC ir ACCOMMODAT ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUND. BEND I L H T l H T 90 2.50 2.50 3.01 0.24 4" & 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 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.0 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.63 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : 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 1- COMPRESSION . 31e MALE PIPE COUPLMC OR APPROVED EWAL 1' TYPET C SOCOPPER FOR UK ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES ON DUAL RESOEMIAL 6 AND IRRIGATION SERMC 1•.1•In• TEE OO NOM. x0 SWEATEDFRTRNG6 � R, DUAL SERVICE 4 )- COMPRESSOR . 31e MAZE PIPE COUPLING OR APPROVED EWAL I- TYPE I' KEY COPPER O FOR USE ON DETACHED SINGLE FAMILY RESIDENT& SIAYICE %HERE AN RRIGATNN METER IS NOT PROVCED, SINGLE SERVICE NOTE; 1) SMDIES SHALL BE USED W PW %PE CAST IRON AD nNISHED GROVE LOCKWNG BOLL METER O W ET) Box 30' MIN. COPPERSETTER 1/8 BEND COUPLING _�\ y s - METER CgWgRATCM STOP BRIO( AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 A_L_"�k . 11 \ \ 12' 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 I; BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-I-B TD-27 Top View -7 6" MINIMUM °a 4' MINIMUM ° m a HEI 4" MINIMUM d. d _o N A.a d NOTE: RESTRAINED JOINT FITTINGS. Side View 42" Minimum R 95Xuired q : °d Steel Beam, (min. size) 3' min. penetration into undisturbed - 45' soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTO MIN. 60' DIAMETER MANHOLE REQUIRED, 0 N" STEEP, .` DROP HANROLE PVC CROSS USE APPROVED FLE%IBLE RUBBER I BOOT, Re 6• ----- OAS17 STOP COIALING e 21 I DROP PIPE PIPE STRAPS (STAINLESS STEEL) '. R= SPACED EVERY 2' VERTICALLY 90" RESTRAINED BEND I SLWEft INFLUENT .. PIPE e '. MAN • .i•A• 'i•+' PpER F- I PLAN PROFILE MIN. 6• BEDDING WITH NO. 69 STONE L HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACS& BUT SMALL NOT BE LESS THAN TW C (2) FEET. 2. VERTICAL DROP PIPE SHALL BE STIR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING 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 CONNECTION DISCHARGE POINT TO SPRING ONE 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 30' OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 �E n \ E LR�II EB ERA 9 Uu �a Rs E n Cy cEaY o E oEy O Q 1A�E ry nm*J dd <_E Om E 6 G nE N� 0 \E T NE O oT oT ' E i E 4 IS 0 IAT N m p E U f n ,p C AI P 0 0 ry lV m TYPICAL MANHOLE FRAME & COVER RT.S FIG S-1-D TD-31 FINISHED GRADE ITT= 1=1T1=I=T1r=1TI_ fT=TIT=1TI=-ffT= TRENCH REDUCER f �2500 P.S.I. CONCRETE THRUST BLOCK ---------------- a - -------------- UNDISTURBED SOIL 18" MN PROFILE VIEW} UNDISTURBED SOIL - EDGE 1•.. T - - - OF TRENCH- 4247 MN. - - - - - m REDUCER A' . 8 MN A 2500 P.S.I. CONCRETE THRUST BLOCK . !i MN 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. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D 18" PIPE SLOT (2 PLACES) TO-7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/81e-1" METERS) NITS 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 (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 25 1 (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 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES It SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MILLE THREADS WHICH IS QTHE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" ALVE BOx 7 CO. FT. g68 STONE 42-MIN fi" GATE .I VALVE 8" % 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST ;',• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL 15 D15TURBED OR 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 CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE 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 REWIRED 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 IIIII AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE F POSSIBLE III II. ICI I1-111-1I1- I ` BRICK SUPPORTS OR SOLID CEMENT BLOCKS RUSHED 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 35"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT + THOROUGHLY COMPACTED SPRING UNE BY HAND OR APPROVED PIP OF E O MECHANICAL TAMPER HAUNCHING N0. 68 STONE _ _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : L 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 iCOTT/R. CB'LILINS'ZI I ---I Lic. No. 035791,E L. 4/11/22 "Aj z F LOU U � e 0 C 0 C > 11 Z a6 ci O J Q I= Q U) U .A K a Yl W� Z2 Z 0 U) � O Z O a 0U C � F w u ,w z < o w GOQ u ` Q e ❑G ❑ u LUw a ❑ ce mU > LU o I Lo w U Z Q U U F O gI Q. I w 1 d In > Of .--I r,4 N N w CD CDCD N N Q C N Ln F4 H N LO L Z Mti l' J Q N J IIIIILILIi CY) 1 N Q O Ci7 0 W N LL W > Q IL] z J J_ H > LL W J '_j L9 Ti 06 LLJ C) U) Z T 1 U ,--1 H W (n o LU �Ul z U /� v J O LU W Z LU J y) W J 0� O o (< V ci O 0 W N U 1- JOB NO. 182150 SCALE N/A SHEET NO. 15 Z 440 PVI STA: 22+00.00 K:5 34 LVC: 450.00 0 It 0 110 00 435 + s N 035I N W N Lij V > m V > w > > m w 430 FI L PROPOSED VDOT STD. CID (TYP.)' PVI STA: i8+oo.00 PVI ELE : 4i3.97 K: 4 .93 Lu 4�5 LVC: oo.00 = 0 m m o m PROPOSED VDOT STD. CD-1 Lu Lu O + m o + a i.4' W � N v m> "u 420 > zoA z m w 1.990/1 _ PROPOSED FIRE HYDRANT ASSEMBLY w/ 12"x6" TEE Q 415 + ILL Ln TYP. N Lu z .-. 0 1.3' Lu + O I < 0 > ¢Q ~ PROPOSED VDOT STD. CD-1 410 w v~i 187 Ln —PROPOSED STORM SEWER CROSSING Li O p / Z O / PROPOSED FIRE HYDRANT 405 0 0 / ASSEMBLY w/ 12"x6" TEE w / w � J d Q / F(A �3 Z 3 PROPOSED 12" CL. 57 DI WATERLINE 400 / / 16A / / / i PROPOSED GRADE (TYP. / 395 / PVI STA: 12+28 75 1/ PVI ELEV: 356.84 EXISTING GRADE (TYP.) K: 37.02 LVC: 296.00 / 390 t � —Y 13' kD n / 14A 00 + 1m11 m + m / off w N w > u > 11 / ROPOSED STORM SEWER CROSSING mm > 385 w / Lu / i � oho o ° 1. PROPOSED 12"x8" TEE, (z) - 12" G.V., & (1) - 8" G.V. 38o / 3.5' PROPOSED SANITARY / / MIN. SEWER CROSSING / 375 VERTICAL GRAPH C SCALE PROPOSED FIRE HYDRANT z.s / ASSEMBLY w/ 1z"x6" TEE p PVI STA:30+30 00 0 co / 37 PVI ELEV: 3S2.36 0 IN FEET K:3.99 ~ / i inch = 5 f LLVC:io.00 F . / L W PT. STA: 1027.00 L^ PROPOSED 1z" zz.5° BEND TO CONNECTION w/ L DW PT ELEV: 3 2.88 WATERLINE PROPOSED UNDER THE PHASE z 1.2 HORIZONTAL GRAP IC SCALE 365 o rn o o Q / POLO GROUNDS ROAD PLAN (SUB-z017-117) I z// NOTE: A L ROADWA EMBANKM ENT MATERIAL SHALL UNIFORM LAYERS NOT MORE THAN 18 INCHES �I`VE— IN THICKNESS BEFORE COMPACTIO N OVER THE EN7 IRE ROADBED AREA IN A CORDANCE WITH VDOT z zo ROAD AND BRIDGE SIP ECIFICATIO 303.04(h) NOTE: CLASS I BAC FILL MATERIAL SHALL BE CRUSHER RUN AGG REGATE SIZE NO. 25 OR 26, AE GREGATE BASE MATERIAL SIZE 21A OR 2113, FL WABLE FILL, CONFORMING 1 10 SECI IONS 205, 208 OR 249 RESPEC IVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRU HER RUN AGG EGATE SIZE 25 AND 26, PER DOT ROAD AND BRIDGE Sp ICATIONS, SECTION 302.03(a) G "BA KFILLING". 1. ALL FILL TO BE PLACED AT 9S% COMPACTION. z. MI qIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MI qIMUM OF i'OF VERTICAL SEPARATION FROM STORM SE NER & W/L AND i.5' OF SEPARATION BETWE N W/L & SANITARY SEWER MUST BE PROVIDED. V1 N V1 N m N Z / BA l NLL w Nw / > m > w � / / ( IN FEET ) w / 1 inch = 50 f 36o m w . O Z / � ROPOSED 1z" CL. 52 DI WATERLINE EXISTING zo" DIP SANITARY / SEWER CROSSING / ROPOSED 1z" 45° BENDS 355 � VDOT STD. CD-2 .500/0 00% ATE: SEE PHASE z POLO GROUNDS- 13' ROAD PLAN (SUB-2017-117) FOR ENTRANCE DESIGN INFORMATION 4A PROPOSED STORM SEWER CROSSING EXISTING 15" RCP STORM 345 SEWER CROSSINGS •i m In Nm l(1 Nm n m n m m,m m m m m nm m Nm d 3. N c�i} OlwS S O�. d S0 It Ol N N00 Odl 0) N .t m 0)ci Ol0 N pr° a) lp I11 (n 0m 01 w l '.O J M J �ON N m 00 S nm OD Ol O O O O O O O m m m m m ^ ^ S 0 O rr'i 4 N m m 1 It d 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+So 22+00 22+50 23+00 23+50 24+00 24+50 HALSEY AVENUE (DESIGN SPEED=30 MPH) SCOTT/R. CbLLINS'Z Lie. No. 0357911'n p 5/19/22 'Aj z 0 J a N co Z O O z Z J O Q Ln r > z w W ce (r) U) w 0 z Z w 2 � U 0 j O O a r u g a w w d d 0 0 Lu rn > > Lu w N N N r4 r4 CD N Q M L9 z L9 z ul z ti M N c+� N C:) CD N (N W J J_ U) Lu — O Q U i Lu F— W LLJ U) Lu O O N z Q 0 LL J Q z H� ^1 1 ` rl 06 U 0 m J H 0 0�/ LL co LLJ J_ ILL 0 LLJ J Lu 06 0 0 W J F H (i F 0 W W d In JOB NO. 182150 SCALE 1LL = SOL SHEET NO 16 455 PVI STA:16+oS.25 PVI ELEV: 44-A.15 455 PVI STA: 14+50.00 K 2.50 PVI ELEV: 440.88 LV : io.00 K: 1 .57 LOW PT. TA:16+o5.25 LVC: ioo.00 LOW PTELEV: 443.20 m o 450 o w N N a °O a N N 4SO ° a a c°i Mt N W N + S W W + It m W HW UW � m i W Um m w 445 INTERSECTION OF 445 PVI TA: 12+00.00 MARCELLA STREET (STA. 14+o6) PVI ELEV: 416.00 w/ LACONIA LANE (z3+lg) 2.o0 n 2.° K: 2 5.40 2•p0 LVC, Jao.00 ILL PROPOSED VDOT STD. CD-2 44° ° PROPOSED VDOT STD. CD-1 (TYP. 440 91 + N �t °, w PROPOSED 1 TYPE A 0i ' U - -OFF ASSEMBLY V m W / PROPOSED 12"x8" CROSS, BLOW 435 i (z) -12" G.V., & (2) - 8" G.V. 72A 435 000 EXISTING GRADE (TYP.) PROPOSED 8" CL. Sz DI WATERLINE ROPOSED 8" CL. 52 DI WATERLII ri / I° 2.6' - 00 F � � �Ln °� 75 N 43 0 w i ROPOSED STORM SEWER CROSSINGw S Ln d Ln 43 O / � / PROPOSED 8"x8"TEE Lu z J o PROPOSED GRADE (TYP.) TYP. & (3) 8" G.V. w w O a, v N //V PROPOSED 8"x6" REDUCER Ln F U 425 0 ¢ / F 425 LL D v `1O+" z z 0 3.5� I �.7 PROPOSED SANITARY m° O v O Q/ / 1 z' PROPOSED SANITARY SEWER CROSSING g w w F w SEWER SERVICE w0 z w 420 0 Lu UU LATERAL CROSSING oQ > Ln 4 20 D F Q g 68A U w z z 3 ROPOSED STORM SEWER CROSSING w Ln ¢ Lu w 0 Lu F 2 Q 415 PROPOSED 6" CL. 52 DI WATERLINE z z 415 2'p0°� 3 9 PROPOSED FIRE HYDRANT PROPOSED VDOT STD. CD-1 ASSEMBLY w/ 6"x6" TEE 410 PROPOSED SANITARY - 4io SEWER SEWER CROSSING ROPOSED TYPE A F LL 62A PROPOSED 6"x6" TEE N-OFF ASSEMBLY (TYP. & (3) - 6" G.V. 405 533 405 PROPOSED 4" CL DI WATERLINE \\\\�> LPROPOSED 6"x4" REDUCER PROPOSED STORM SEWER CROSSING �\ u Y PROPOSED SANITARY Opp SEWER CROSSING 400 M O 10 O O O w O 9 ON) a)N O L9 lN0 cl m 00 00 00 00 00 VNMS1 00 9 MO O 0 Li) 't ' u N 00 O 91 M 'i MM M S N 1 N M M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 MARCELLA STREET (DESIGN SPEED=25 MPH) 15+00 15+50 16+oo 1 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch 50 ft. 20 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. PVI STA: 11+75.00 PVI ELEV: 422.52 K: 13-79 LVC: 50.00 °° � °O o PVI STA: 10+17.50 N N 435 PVI ELEV: 418.66 U wLj 435 2.50 U m U Lu LVC: io.00 m W LOW T. STA:1o+17. o N EXISTING GRADE (TYP.) LOW PT ELEV: 418.7 H PVI STA: it+oo.00 Q 43° N PVI ELEV: 418.30 - - - - Ln 430 It + d :2 .20 / \ U H ;; LVC: 5.0° / an PROPOSED U U FVDOT STD. CD-i m U w m LL9 m W + ~ + \ + N 4�5 w " " 4�5 m ' - J m '2. ° o� FL PROPOSED AIR -RE Cc Lu\"(TYPJ / PROPOSED PROPOSED TYI GRADE (TYP.) BLOW -OFF ASS 420 3.5� MIN. 420 VE 5.62% 00 2 p0% PROPOSED 4" CL. 53 DI WATERLINE 0 PROPOSED VDOT STD. CD -2- 4�5 o PROPOSED 6"x4" REDUCER 4�5 o 00 PROPOSED SANITARN N 1.6SEWER SERVICE w PROPOSED FIRE HYDRANT LATERAL CROSSING Lu LL F- 0c 6 C ASSEMBLY w/ 6"x6" TEE 410 ° Z) Ln 4 420 p UU J 63 ROPOSED 6" CL. 52 DI WATERLINE J Q W Ln U Q PROPOSED 6"x6"TEE PROPOSED STORM SEWER CROSSING 405 z 3 & (3) 6" G.V. 405 N 9 n M N ^ L!1 N u1 0 Ql 0 N N N N Ln 00 M ei a) M N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 MARCELLA COURT (DESIGN SPEED=25 MPH) PVI STA: 28+oo.00 PVI ELEV: 46o.o1 K: 47.26 �00 24+So 2S+00 25+So 26+oo 26+5o 27+00 27+SO 28+oo 28+So 29+00 29+So 30+00 30+SO 31+00 31+So 32+00 VALVE A OBEY .G- SCOTT/R. CbLLINS'Z Lie. No. 035791,'n p 5/19/22 'Aj Z z O a N o Z J co � _1 J Q O 2 in r > w z C� \ W ce M 1n w 0 z U o 0 j O Q >u g a LL' w a a 0 0 Lu > > Lu N N N N N Lu r4 r4 CD CD CD CD C) r1j Q N O\ C N l0 7 ­1 11 L ti z� N 1 N C] W CD N (N W> LLJ z J J U) W L9 '_j 0 2 z C) W 1 Y W ul v) F- Z LLJ W F- U) F- W Q O 0C:) N u a J a a Lu zJ I -I LL LL p I� w �--I J 06 0� LU U �z o?S U o O a0 CO 0� J J H O IY- co Lu J H F- 0 w O w a U) JOB NO. 182150 SCALE ill _501 SHEET NO. 17 PROPOSE TYPE A BLOV PROPOSE[ SCOTT/R. 0b1.LINSZ Kcj� Lic. No. 0357910 5/19/22 .G�'4/ IMS17 1 450 IMAL31 IL10661 11112=7 11"xm IIL"al 1 420 It24M 1 410 1 405 1 395 390 4" 45° BEND TO -OFF ASSEMBLY 385 4" CL. 53 DI WATERLINE v\\\\t\ PROPOSED 6"x4" REDUC 38o PROPOSED FIRE HYDR. ASSEMBLY w/ 6"x6" PVI STA: 6+oo.00 K: 1! .6g LVC: i oo.00 N O) O 0. O O l0l1 M 0 0 V) l+0 V m V > m w PV ELEV:398.07 K: 2.50 / LVC: io.00 EXISTING GRADE (TYP.) LOW I IT. STA: 10+17. 4 LOW PT ELEV: 398.1 ^, It ^, PROPOSED GRADE (TYP. / 00 M N 00 + M / / 1.5 v O ' u PVI STA: ii+ 6.02 PROPOSED FIRE HYDRANT tui m kA w U PVI ELEV:4o .44 ASSEMBLY w/8"x6"TEE / . 3' LVC, 16S. c o / m �+'t / �7, FULCOMO) 00 .N. m Ln > Lu ix w / O 0 + / "CD "+ ZI PVI TA:8+64.00 z � / PVIELEV: 393-1$ a zz / / K: 26.25 / PROPOSED SANITARY SEWER VC: 72.00 V> / SERVICE LATERAL CROSSINGS a a O cn O N 0 O+ It m O❑ Z O / / PROPOSED STORM SEWER CROSSING F m PVI STA: 9+56.00 00 ° w O w PVI ELEV: 397-54 F- i > u > K: 12.76 Lu / o m w "' LV �m : 35.00 w Q / Ln a Ln Wn 00 f 00 m m m 0 + m 0i U + m Ln v / 3.5' MIN. >�' >m m w 1' PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS PROPOSED VDOT STD. L'Lj / 00% / z. •oo� z.00% 48A J J �3 PROPOSED VDOT STD. CD-z =N912.1•yg06yto] [7LT, %9XVi9:1:ZM:loj. 110It I 35 PROPOSED 8"x8" CROSS & (4) - 8" G.V. 31 PROPOSED 8"x6" REDUCER PROPOSED SANITARY SEWER CROSSING -PROPOSED STORM SEWER CROSSING 6" CL. s2 DI WATERLINE PVI STA: 22+00.00 PVI ELEV: 438.13 K:6 2.42 PVI TA: 1 +1 .00 / PVIELEV: 448-43 0 0) 0 K:32.68 0 o / / L C:215.00 + \ + / / 0 � N \ \ N N N HIGH P . STA: ig+o3.7 /Ln HIGH T ELEV: 446.68 N a m \ u / / u PROPOSED AIR -RELEASE VALVE o N � m \ w \ m > w / W � 2 9g% 3.6p� 3.5' MIN o /PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE I 1.2 I PROPOSED SANITARY SEWER rl 78A SERVICE LATERAL CROSSINGS H STORM SEWER CROSSING _PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS OPOSED 8" CL. 52 DI WATERLINE VERTICA G 5 2.5 LLI LLI - 2 V1 - Lu PROPOSED SANITARY SEWER L I >ERVICE LATERAL CROSSINGS I Lu J - PROPOSED SANITA _ - SERVICE LATERAL C cU G I C SCALE ( IN FEET ) 1 inch = 5 f . ORIZONT L GRAPHIC SC 25 10 0 ( IN FEET ) 1 inch = 50 CL. 52 DI WAj ED SANITARY SEWER LATERAL CROSSINGS OTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL ONSIST OF SOIL AND BE PLACED IN SUCCESSIVE NIFORM LP YERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER IN ACCORDANCE WITH HE ENTIRE ROADBED AREA DOT 2020 OAD AND BRIDGE SPECIFICATION 303.04(h) NOTE: CLASS I BACKFILI MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2r OR 26, AGGR GATE -BASE -MATERIAL SIZE 21A PR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIQGE SPECIFICATIONS, SECTION 302.03(a)2G i NOTES: 1. ALL FI L TO BE PLACED AT 95%COM ACTION. 2. MINIM JIM 3.5' OF COVER MUST BEM INTAINED OV R W/L. SEWE & W/L AND 1.5 OF SEPARATION BETWEEN /L & SANITj kRY SEWER MUST BE PROVIDED. O T O) rl N N It N M O W M 0) xI N H I� V) In M M 1� ul W m M M M p Cl M l!1 00 N N 'i 1. ^ M 'i �/) L ri 00 00 0) Ll1 H L!1 N 00 d N L!1 ^ O O 't 'i Ln n O N V7 M O 00 N m w 00 M M N 0.) Ln V) ^ 00 (n 11 M n rl�It M °Vl M 00 M It M 00 00 00 I NO 0 p N N N N n W m m m M 3 ;. � 'tt f Vl 't VM) ' 'r V) 't 10011 V1 ri m Vl00 It a) a It 1 H It It�t N It m.t 3 1 't 't It S 3 It It 't 't It It M M M M M M �t �t .t .t �t d It It It "t It 't d It .T 't Ir 't 't 't It 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 i5+50 16+oo 16+5o 17+00 17+50 18+oo 18+So 19+00 19+50 20+00 20+50 21+00 21+50 22+00 221 LACONIA LANE (DESIGN SPEED=25 MPH) U Z O a N Z z O J � = n a a C ` _ L O � F z u o > LLJ a u a W 0 ce 0 (r) U) w Z z Q � 2 1 U 0 F U D Q O U) g a i w w ! p 0 w U) Lu w i N N N N N Lu r4 r4 CD CD CD CD C) r1j Q N O\ ry ko � v ­1 v� L ti z N Q J N Q C: W O N W � Q w L„ z zJ I--q LL >J LL- O Lu Lu I� z o •� _-( J zL9 cX J LU C) W �a 1 �wwxx � � W U C)Ln D O O LU CD Z� U H ~ 2 LU Q p 0 0C:)m U w _1F H iJ ♦- W W w a JOB NO. 182150 SCALE ill _501 SHEETONO. 1H PVI STA: 23+01.34 C, PVI EKEZ :5 037.78 SCOTT R. LINS LVC:1o.o0 L) Lie. No. 035791,'n LOW PT. STA: 23+01.34 10 5/19/22 �4 LOW PT ELEV: 437.83 46o 0 'SIONAL E��S z z W W 0 oi o W U) Z d3 °6 z w a a U U U a a F o v ZWDzz�� O w Z Z n Q O 7 7 z0 a 0 0 W W t w w a a (A > Z � � w 0 m m w a a W a a O O w w > > Lu Lu N N N PVI STA:17+13.00 0 N M 435 PVI ELEV: 4z5.78 435 ^ O O ASEVALVE ti co --�7q Ix Z N Q J ASSEMBLY i r5o 20+00 20+50 21+00 21+50 22+00 22+50 23+00 z3+50 O W \XXY CD O LACONIA LANE N °C (DESIGN SPEED=25 MPH) W Q w W z J J I� L— Ix J_ LU 0_> O ® W NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL F— LLJ CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN i8 INCHES IN O �--I z THICKNESS BEFORE COMPACTION OVER Q p� J THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) U LU NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN ' 'T^� AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL Y v , " x SIZE z1A OR z1B, FLOWABLE FILL, CONFORMING TO W 02s SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED 1 Q GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR �J 11 j, CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD Q AND BRIDGE SPECIFICATIONS, SECTION 3oz.o3(a)zG J O "BACKFILLING".ul W CD NOTES: Z W J 1. ALL FILL TO BE PLACED AT 95%COMPACTION. J z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. H� 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & (— SANITARY SEWER MUST BE PROVIDED. J w S 01-1 Q p O VERTICAL GRAPHIC SCALE O N m 5 0 2.5 5 10 20 w J r ( IN FEET ) 1 inch = 5 ft. w w O w a � 10+00 1o+5o 11+00 11+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 JOB NO. SABLEWOOD DRIVE SD HORIZONTAL GRAPHIC SCALE 200 182150 SCALE (DESIGN SPEED=25 MPH) 1"-50' ( IN FEET ) 1 inch = 50 ft. SHEET NO. 19 A z1.3o C: 75.00 �� 9,s 430 w � w EG N CUL-DE-SAC -STA.17+60 430 j O>D � V W m w z� pO% ROPOSED AIR -REEF 425 425 PROPOSED TYPE BLOW -OFF P I STA: 1o+zl.00 PROPOSED GRADE (TYP.) PVI ELEV: 390.67 IL PROPOSED 4" CL. 53 DI WATERLINE 420 TYP. 420 LVC:1o.o0 .z' LOW PT. STA: 1o+z100 � 44A LOW PT ELEV: 390� z � PROPOSED STORM SEWER CROSSING � F PROPOSED SANITARY SEWER 415 m 1O $, � SERVICE LATERAL CROSSING 415 '". v `' � � — — PROPOSED SANITARY m � w PVI S A: 11+og.00 � PROPOSED VDOT STD. CD-1 SEWER CROSSING w PVI ELEV: 39z�43 O 410 LV zg.81 O PROPOSED 6"x4" REDUCER 410 :10 00 5 0 oD o m J m O + — XISTING GRADE (TYP.) ° N � � vai � i PROPOSED FIRE HYDRANT ° + m �+° m O Z �\ � ASSEMBLYw/6"x6"TEE H o � ZO J / 405 w �1 m � � �-% w H w g � , � 3.5' MIN. 4oA PROPOSED SANITARY SERVICE LATERAL SEWER CROSSINGS [}05 > O Z 3 ROPOSED STORM SEWER CROSSING � 4O0 WN + 6" CL. 5z DI WATERLINE 400 ma v PROPOSED 1n w � � ILL 7 OQ flOSED 395 � � 1�1' STORM SEWER CROSSING 395 UI J F = 36A � 3 �3 PROPOSED 8"x6" REDUCER 39 o .Op o 0 PROPOSED FIRE HYDRANT o ASSEMBLYw/8"x6"TEE39PROPOSED VDOT STD. CD-z (PROr( PROPOSED 8"x8'I TEE&(z)- 8" G.V.ROPOSED STORM SEWER CROSSING3g54OSED SEWER SANITARY CROSSING 385 1zA � ROPOSED 8" CIE. I 5z DI WATERLINE I [PROPOSED PRO OSED STORM SEWER CROSSING 1z"x8" TEE, i 380 (z) -1z" G.V., & (1) - 8" G.V. 380 Ol � .t O � N � O ~ 'i � 1p S ~ N N ^ OD m W � � N O •i � h C\ 1 VI � O W M N 01 Ol N S l!1 N Ell lD 01 ,y Ol Ol r•1 N O N f O S M O � M O � l0 O O Q7 O � O ri rl N ri � rl � M ri � N ci ri � 'i N ri M � M Ol l,.l � � M � � M O O p O � s 'i � � •i � � •i � � ry � S N � � N d a ry � am MOD am MO] i l \ PVI STA: zz+oo.00 +' � � a —� \\ PVIELEV: 438.13 rryi V rvv m w o mom\ o ^ ^ rl \ N W t0l1 Vl .ryi W N � uj �m � In vw > O ¢*� 450 O N m \ W J a •i -RELEASE VALVE u \ Z F w \ J W � \ o � 445 \ O� � V w 3�5' MIN 3.6°� PROPOSED 8" CL. 5z DI WATERLINE � � � \ w� \ z 3 440 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 'z•oo4o z00% 1. z' 435 ROPOSED VDOT STD. CD-2 78A I � c W PROPOSED 8"x8"TEE _ — & (3) - 8" G.V. 430 v� — W 76A W � I PROPOSED STORM SEWER CROSSING W Z 425 J = PROPOSED SANITARY SEWER -' _ _ SERVICE LATERAL CROSSINGS U � I SANITARY SEWER 420 PROPOSED SERVICE LATERAL CROSSINGS 4�5 M M N � LMl1 � n � Ol � ^ N ~ N l(1 � Vl l�Il ill fm+l d � � � � � �t � � d �' S �t S �t �t .t 395 395 INV MH-5 MH-y STA:3+48.55 STA:2+91.72 RIM:386.00 MH-6 RIM:38i.00 INV IN: 379.95 FROM MH-6 STA:4+6i.10 39 O INV IN: 374.2o FROM MH-5MH- i INV IN: 379.95 FROM MH-7 RIM:389.00 390 3 INV OUT: 374.00 TO MH-3 INV OUT: 379.75 TO MH-4 INV OUT: 383.00 TO MH-5 STA:1+93.21 R I M:38z.0o z INV IN: 373.03 FROM MH-y i INV OUT: 372.83 TO MH-z i OT z SEWER LATERAL TAP 385 385 MH-z / EXISTING OTISEW ER LATERAL TAP STA:o+65.23 l / / GRADE (TYP.) OT 3 SEWER LATERAL TAP RIM:377.00 PROPOSED I i INV IN: 371.5o FROM MH-3 GRADE (TYP.) 380 INV OUT: 362.75 TO MH-i 38o PROPOSED YARD OT y SEWER LATERAL TAP / DRAIN CROSSINGS 8"SDR-26 PVC / °hti io8.55 LF Qa 2.81% 375 // ll-c,0 ryGQ Fly 375 LOT 7 SEWER LATERAL TAP / 12 1. o' 8" SDR-26 PVC / 94.51 LF dal 1.03% 370 / 8" DIP 123.99 LF Qa 1.07% 370 / MH-1 / OT 5 SEWER LATERAL TAP STA: o+oo.00 LOT 6 SEWER LATERAL TAP RIM: 36o.25 IN: 353.00 FROM MH-z 60" DIA. INTERNAL DROP EX. INV OUT: 351.94 MANHOLE REQUIRED 365 / PROPOSED STORM SEWER CROSSING 36o k/ 1.8' z 36o a� N 355 355 ti� �N i TIE-IN TO EXISTING zo" DIP SANITARY SEWER WITH PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE 350 350 N M �} 0 a) 0 M ,0,, tp 00 V1 00 V1 n 0 iD l0 ^ n W co O W co ko W 00 W O7 W 0) 00 0) W m m M m m M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-6 - MH-1 415 43.0 405 400 395 cm, 385 LOTiSEWER LATERALTAP 38o 375 3+5o 4+00 4+50 5+oo NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE ziA OR ziB, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 fL 50 HORIZONTAL GRAPHIC SCALE 20 0 ( IN FEET ) 1 inch = 50 It, PROF E-EXISTING GRADE (TYP.) 400 0 I 400 xx ��g n 220 = 00 F 2 � I u- 0 395 ° . 0 9 m a°o m° m N 395 N I� +°. m z z O 4 O F. �M 0 m 0 � V) _2> 390 390 PROPOSED GRADE (TYP. 385 385 'OSED 12" WATERLINE CROSSIN 1.5' 38o l.o' 38o PROPOSED STORM SEWER CROSSING 8" SDR-26 PVC 10A 67.99 LF @a o.56% 375 375 O ^ 00 m m cow m m 0+00 o+5o MH-38 - MH-7 SCOTT/R. CbLLINS'Z Lie. No. 035791,'n p 5/19/22 'Aj U Z z O a N Z z O J � =_ a a u ` O � F z u o > LLJ a s u u Lu ce u (r) U) w Z z ' a w j U 0 j U 0 a r u g a i w w a a ! p 0 w W I � � MH-15 STA:9+97-47 RIM:yz8.z5 INV OUT: y16.67TO MH-14 MH-14 435 UJ .- N CD N r4 N O C CDN N N CD N CD \i O MH-13 STA:8+70.73 / / STA:7+6o.45 RIMyz 430 RIM:423.67 .o/ INV IN: 413.95,Tl,63FROMMH-15 : 415.83 TO MH-13 / Lu MH-lz INV OUT: y13. Ir__ STA:6+6z.o7 RIM IN:409 OSINE 4�5 � INV IN: yog.zo FROM MH-13 INV ERLINECIO INV OUT: 409.00 TO MH-11 CROSSING . J LOT zy SEWER LATERAL TAP PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) LOT 25 SEWER LATERAL TAP 420 Q LOT 26 SEWER LATERAL TAP / 8" DIP (V g' DIP ° / 'zz.74 LF Qa o.52% / C7 C7) 0 281-FCi71/o W N yob. 415 / LOT z3SEWER LATERAL TAP ; J W / LOT 22 SEWER LATERAL TAP Q LOT 21 SEWER LATERAL TAP w 7 w LOT z0SEWER LATERALTAP J L J LOTig SEWER LATERAL TAP 410 _J OTI8SEWER LATERAL TAP U- LL ROT 27 SEWER LATERAL TAP ® U) O i7SEWER LATERAL TAP Lu Q� AL TAP � ' ` 0- AP 405 L9 O rl � W zQ w 400 U T-I WYULu 395 ul O Q J Ln co Z LLJ W 390 J U H F-- 385 L Q p ly 38o OO m N U w J H 375 G ~ w o Lu mM It 0) m O r- rvO O oN o m N Ol Du) 01 OVO N co co l l0 01 N JOB NO. 6 0)S SM S0)'t 't S"t OIt It 't .} 't 't 't 't It It It f 't S S 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+50 9+00 9+50 1" = 50' 0 M H -15 - M H- 5 SHEET NO. 20 M H-11 STA:5+80.59 RIM:41y.67 INV IN: 404.2o FROM MH-12 INV OUT: 404.00 TO MH-io MH-lo STA:5+08.02 RIM:ylo.83 INV IN: 401.2o FROM MH-11 INV OUT: 401.00 TO MH-gA MH-gA STA:4+23.78 RIM:yo6.58 INV IN: 396.53 FROM MH-lo INV OUT: 396.33 TO MH-9 MH-9 STA:3+54.21 PROPOSED RIM-403.00 GRADE INV IN: 393.2o FROM MH-gA PROPOSED WATER SERVICE INV OUT: 393.00 TO MH-8 LATERAL CROSSINGS (TYP.) O\e 'y°oho 4H-5 MH-8 r TA: o+oo.00 STA:o+oo.00 I M: 386.00 R I M:395- 50 IV IN: 379.95 FROM MH-6 INV IN: 387.00 FROM MH-16 EXISTING IV IN: 379.95 FROM MH-7 INV IN: 385-45 FROM MH-9 i - GRADE (TYP.) INV OUT: 8 z TO MH- IV OUT: 379.75 TO MH-y - - 3 5� 5 7 MH-7 \ STA:3+51.33 6o ti5 RIM:390-93 INV IN: 380.87 FROM MH-38 PROPOSED 6" WATERLINE CROSSING i INV IN: 380.87 FROM MH-8 LOT INV OUT: 380.67 TO MH-5 a0\P LOT115EWERL/ � PROPOSED STORM 655�0i �-� � SEWER CROSSING 4,6' 33 OT to SEWER LATERAL TAP o.8' 0/o OT 9 SEWER LATERAL TAP a0\e 50 5\' PROPOSED WATER SERVICE ti5°. LATERAL CROSSINGS (TYP.) 8" SDR-26PVC 80.7o LF @ 0.890/0 Cy 9 16�F y11' O\P lOo L 9�39 13 SLOT 16 SEWER LATE LOT 28 SEWER LATERAL LOT i5 SEWER LATERAL TAP r1LnT LOT zg SEWER LATERAL TAP LATERALTAP 3ATERAL TAP SEWER LATERAL TAP MH-z2 STA:8+45.27 RIM:445-50 TH p� Il 455 INV OUT: 437-So TO MH-21 455 PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) SCOTT R. LINS Z L) Lie. No. 035791,'n MH-zl STA:7+53.44 10 5/19/22 �4 450 RIM:442.75 450 0 S INV IN: 434.95 FROM MH-22 i sS10NAL ECG INV OUT: 434-75 TO MH-zo PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) 445 I 445 STA:6+80.36 RIM:yyo.67 /� OT77SEWERLATERALTAP u) u) INV IN: 433-03 FROM MH-zl z I z z INV OUT: 432.83 TO MH-1g w Lu rLOT 785EWERLATERALTAP 440 PROPOSED WATER SERVICE /.40 0 0 LATERAL CROSSINGS (TYP.) LOT 71 SEWER LATERAL TAP 1 }L O o VC OT 45 SEWER LATERAL TAP MH-1g PROPOSED ROOF S' SDR"26 2,go% o o w STA:5+65.52 < DRAIN CROSSING $2� F OT 76 SEWER LATERAL TAP z c6 c6 z w 43333 4.0' 87 0 a RIM: , OT 44 SEWER LATERAL TAP r a U)) U)) _ INV IN: 4z5 53 FROM MH-zo a ce ce < o 435 L4, 435 . a a r U INV OUT: 4z533 TO MH-18 LOT75 SEWER LATERAL TAP v i LOT 43 SEWER LATERAL TAP Z w D z z g a PROPOSED GRADE (TYP. 6QJL9d° 8„ SDR 26 Zv49% LOT 7y SEWER LATERAL TAP O zo a 0 0 w w ORZ�6- 69OgUF w wfC� LOT73SEWERLATERALTAP w w a 430 PROPOSED ROOF i 6 g�x�Q OT 4z SEWER LATERAL TAP 430 %w w Z a a u�wi DRAIN CROSSING r 1 r%O OT7oSEWERLATERAL TAP LOT 72 SEWER LATERAL TAP H m m w W 4 OT41SEWER LATERAL TAP a a PROPOSED WATER SERVICE LOT 69 SEWER LATERAL TAP W w w LATERAL CROSSINGS (TYP.) LOTio SEWER LATERAL TAP o 0 425 OT68SEWERLATERALTAP 425 ce (A N MH-18 3'z LOT675EWERLATERALTAP w w STA:3+84-32 X OT39SEWERLATERALTAP RIM:418.17 OT66SEWERLATERALTAP INV IN: y1o.37 FROM MH-1g LOT 38 SEWER LATERAL TAP z0 INVOUT:41o.17TO MH-174 OT 65 SEWER LATERAL TAP_ 420 6y SEWER LATERAL TAP EXISTING GRADE (TYP.) ' 3.g'WER LATERAL TAP w o o �o 0PROPOSED ROOFIIRLATERALTAPDRAIN CROSSINGi 4�5 ATERALTAP 415 ^ 1O ; n PROPOSED WATER SERrICE OT 62 SEWER LATERAL TAP LATERAL CROSSINGS ( 3.0' LOT 35 SEWER LATERAL TAP OT63. SEWER LATERAL TAP 410 MH-17Q�`yl° LOT 6o SEWER LATERAL TAP 410 MH-16 STA:2+40.54b gSTA:o+73.16 RIM:yo6.33 LOT 34 SEWER LATERAL TAP RIM:398.67INV IN: 398.7o FROM MH LOT 59 SEWER LATERAL TAP INV IN: 391.37 FROM MH 17 INV OUT: 398.5o TO MH-16 INVOUT:391.17T0MH-8 LOT33 SEWER LATERAL TAPM405OT585EWERLATERALTAP405PROPOSED ROOF 3Q PROPOSED WATER SERVICE DRAIN CROSSING OT 57 SEWER LATERAL TAP N J MH-8 J LATERAL CROSSINGS (TYP.)ZX'LOT 32 SEWER LATERAL TAP STA:o+oo.00 i LOT 56 SEWER LATERAL TAP CY) RIM:395-50 INV IN: 387.00 FROM MH-16 (24 OT 31 SEWER LATERAL TAP 400 ) INV IN: 385-45 FROM MH 9 OT 55 SEWER LATERAL TAP INV OUT: 385. 25 TO MH-7 LubT 30 SEWER LATERAL TAP � ' OT54SEWER LATERAL TAP � N O PROPOSED ROOF z OT 53 SEWER LATERAL TAP N DRAIN CROSSING 395 LOT52SEWERLATERALTAP 395 ; Q LOT 46 SEWER LATERAL TAP z.1' OT 51 SEWER LATERAL TAP LOT So SEWER LATERAL TAP W 7 W III PROPOSED 8" SDR-26 PVC J �� J 390 8" WATERLINE_�.5, 163.38 LF �a 4.36% 390 ; � LL CROSSING QJC OT49SEWERLATERALTAP Un O S�R'Z(06o3 OT 48 SEWER LATERAL TAP ® W ^� Q� 101) OT 47 SEWER LATERAL TAP F_ 1 ` 385 1 385 0 0-6 >W z Q W U 380 380 L�) It O 00 N 00 00 0) 00 l0 m N 00 ^ 00 ^ N O1 N 00 m 01 m ~ S ^ W y t0 .t N O V1 H O N w .t I� N N It N w 0) 0 Vl Vl 00 Ol rl 'i h't ,.� Vt ^ 1� rl 0) Li, ri � M m l6 ^ O N M 6 1p � 0 '4 3 C! n m O M O M O Ol ~ O ~ O H O H ci H H N N N N N m m m m m m 't 't It d S d V m m It m d d d d d d d S .t 't .t S 't �. .t 't't d d It �. 't 't It d, d v�^^ Ln D z VJ O Q 0+00 o+So 1+00 l+SO 2+00 z+So 3+00 3+50 4+00 4+50 5+oo S+50 6+oo 6+5o 7+00 7+So 8+oo 8+50 J Ln MH-22 - MH-8 Z w m I- J c H ~ 2 W Q p U VERTICAL GRAPHIC SCALE ly- NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN O O MM s o z.s s ro zo AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL N W SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR zyg RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR w IN FEET) CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 1 inch = 5 1t. AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G F "BACKFILLING". 0 w O w HORIZONTAL GRAPHIC SCALE NOTES: a JOB No� s° 0 25 so 100 zoo 1. ALL FILL TO BE PLACED AT 95%COMPACTION. �82�.'SO z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SCALE ( IN FEET) SANITARY SEWER MUST BE PROVIDED. 111 0' 1 inch = 50 ft. - .5 SHEET NO. 21 46o 46o M H-36A STA:2+45.54 RIM:442.00 INV IN: 430'53 FROM MH-37 455 INV OUT: 43033 TO MH-36 MH-36 STA:i+66.71 RIM-43933 INV IN: 428.03 FROM MH-36A 45o INV OUT: 427.83 TO MH-35 MH-35 / STA:0+81.76 / / RIM:437�75 / INV IN: 425.53 FROM MH-36 445 INV OUT: 42533 TO MH-3o / MH-30 STA:o+oo.00 / RIM:438.92 / INV IN:424.87 FROM MH-31 <XISTING GRADE (TYP.) M H-37 _ STA:3+33.o6 455 RIM:445.00 INV IN: 433.2o FROM MH-37A INV OUT: 433.00 TO MH-36A M H-37A STA:4+89.59 450 RIM:446.83 INV OUT: 434.83 TO MH-37 ' ,' 445 YP.) (POSED GRADE (T OT 7q SEWER LATERAL TAP INV IN: 424.87 INV OUT: 424.67 FROM MH-35 TO MH-zgA / LOT 86 SEWER LATERAL TAP 440 PROPOSED WATER SERVICE / PROPOSED 8" LATERAL CROSSINGS (TYP.) WATERLINE / PROPOSED WATER SERVICE PROPOSED DRAIN YARD/ROOF CROSSING PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) g" DIP OT 99 SEWER LATERAL TAP CROSSING LATERALCROSSINGS(TYPJ LF C 1.07°/0 435 LOT 90 SEWER LATERAL TAP 15z.52 435 LOT93SEWER LATERAL TAP S p\P196% LOT8oSEWER LATERAL TAP PROPO SED STORM 71 93 .52CF tA OT81(SEWERLATERALTAP SEWER CROSSING 3o1°� OT1ooSEWER TAP 430 PROPOSED YARD/ROOF 8 OLATERAL 43 DRAIN CROSSING LOT 97 SEWER LOT 134 SEWER LATERALTAP LATERAL TAP go•94\ F 425 8" DIP 77.76 LF Qa 0.59% LOT 98 SEWER LATERAL TAP LOT 1o9 SEWER LATERAL TAP 420 LOT 96 SEWER LATERAL TAP LOT 1o8 SEWER LATERAL TAP LOT 95SEWER LATERAL TAP - LOT 94 SEWER LATERAL 1 4�5 LOT 107 SEWER LA 00 o m a) 00 N M a a 't Ma 0+00 0+50 1+00 LOI LOT 128 SI LOT 127 SE 445 l4 3 L-LOT 82 SEWER LATERAL TAP LOT 130 SEWER t% OT io1 SEWER LATERAL TAP LOT 83 SEWER LATERAL TAP OT 102 SEWER LATERAL TAP OT 84 SEWER LATERAL TAP 4�5 �OT85SEWER LATERAL TAP OT 103 SEWER LATERAL TAP LOT 87 SEWER LATERAL TAP OT104SEWER LATERAL TAPL-L 420 OT 88 SEWER LATERAL TAP- LOT 89 SEWER LATERAL TAP OT io5 SEWER LATERAL TAP LOT io6 SEWER LATERAL TAP OT9ISEWER LATERAL TAP RAETAP OT 92 SEWER LATERAL TAP 415 M 00 V) M N O 00 Ol .t 00 O ~O a a D It a 1+50 ?+00 2+50 3+00 3+50 4+00 4+50 MH-37A - MH-30 PROPOSED GRADE (TYP.) EXISTING GRADE (TYP,)-\ 435 435 MH-32 / \ STA:1+34.6o / 430 RIM:419.33 ROPOSED GRADE (TYP.), 430 INV IN: 411.95 FROM MH-33 MH-33 INV OUT: 411.78 TO MH-29, STA:2+17.50 MH'34 i RIM:423.83 STA:3+47.00 v INV IN: 41z.6z FROM MH-34 RIM:425.25 MH-29 INV OUT: i TO MH- 425 420 ROPOSED STC SEWER CROSS PROPOS 6" WATERLI CROSSI 410 III TA:o+oo.00 INV OUT: 412.42 TO MH-3z \ 4 333 33 IM:419.00 2 JV IN: 409.53 FROM MH-29A JV IN: 409.56 FROM MH-32 JV OUT: 409.33 TO MH-28 PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) 97 8" DIP 78.90 LF Qa o.60% 4 5 PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) � 420 , LOT114SEWER LATERAL TAP OT116SEWERLATERAL TAP 8" DIP 415 125.5o LF Qa 0.57% OT 11 SEWER LATERAL TAP L-LOT113SEWER LATERAL TAP ERAL TAP LOT 112 SEWER ATERAL TAP 8" SDR-26 PVC 130.6o LF Qa 1.70% LOT 11i SEWER LATERAL TAP 405 m 0 M ,y L!1 m 00 M S N D O V N � N � a"t a a a I a� 0+00 o+5o 1+00 1+50 2+00 2+50 MH-34 - MH-29 MH-31 STA:5+28.79 RIM:443.83 INV OUT: 431.83 TO MH-30445 MH-30 STA:3+34.13 R I M:438.92 INV IN: 424.87 FROM MH-31 INV IN: 424.87 FROM MH-35 440 INV OUT: 4z4.67TO MH-zgA 440 MH-zgA PROPOSED 12" WA STA:2+24.90 RIM:4z8'50 INV IN: 420.2o FROM MH-30 PROPOSED WATER SERVICE 435 INV OUT: 420.00 TO MH-29 LATERAL CROSSINGS (TYP.) 435 XISTING GRADE (TYP.) 6.2' PROPOSED WATER SERVICE LATERAL CROSSINGS (TYP.) 43o g` O\P 65% 430 \�19°66VF�3� MH-zg i � STA:1+14-93 R I M:419.00 425 INV IN: 409.53 FROM MH-zgA INV IN: 409.56 FROM MH-32 / INV OUT: TO MH-z8 / g' p\P ?5% OT 1 SEWER LATERAL TAP 35 425 409.33 / 1o523�Y LOT 134 SEWER LATERAL TAP MH-z8 / 420 STA:o+oo.00 / 420 RIM:433.83 OT 133 SEWER LATERAL TAP INV IN: 400.87 FROM MH-z9 / INV OUT: 400.67 TO MH-27 OT no SEWEIR LATERAL TAP / Q�Q OT 132 SEWER LATERAL TAP 415 / �� 415 / NO 410 OT 131 SEWER LATERAL TAP 410 / / LOT 130 SEWER LATERAL TAP 129 SEWER LATERAL TAP / 405 / °�° 405 ;WER LATERAL TAP IWERLATERAL F TAP tiyo9�� 400 400 �q O O O O N al N N '1 N N kD M tp .a , 'i O N O O O V1 .i M M 0) l0 l0 .t O 1 ci I ci 14 O H N W Up , N 4 m N N 6 H N M 'i .t m M N M M O N It N N cn N N H M rl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-31- MH-28 4+00 4+50 5+00 405 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 7 ( IN FEET ) 1 inch = 5 1t. LOT 118 SEWER LATERAL TAP IT7 41O HORIZONTAL GRAPHIC SCALE OT 11g SEWER LATERAL TAP so ° zs so ,00 LOT 115 SEWER LATERAL TAP 405 IN FEET ) I inch = 50 1t. N 0 MH-z8 N N It MH-27 STA:4+66.26 STA:3+6i.63 RIM:410.25 R I M:413.83 INV IN: 400.87 FROM MH-z9 INV IN: 399.7o FROM MH-28 INV OUT: 400.67TO MH-27 3+00 3+5o INV OUT: 399.5o TO MH-z6 LOT 122 SEWER LATERAL TAP 20 zoo ►3U SCOTT/R. CbLLINS'Z Lie. No. 035791,'n p 6/21/22 IAJ Vl Z z O N Z z 0 J co a a u ` O � F z u o > LLJ a s u a 0 ° �Lu ce u � U) w Z z ' a � 2 j U 0 j U o a r u g a , w w a a ! p 0 w Lu w 4�5 Lu N N O a CCN CC .--i Nza N koo . 1 MH-z6 PROPOSED STORM STA:3+07.57 SEWER CROSSING RIM:4o8.00 410 INV IN: 399.2o FROM MH-27 INV OUT: 399.00 TO MH-z5A PROPOSED 4" WATERLINE CROSSING LOT 120 SEWER LATERAL TAP \I � I L9 O MH-z5A STA:z+3633 400 RIM:39433 INV IN: 389.67 FROM MH-26 INV OUT: 379.42 TO MH-25 395 / EXISTING GRADE (TYP. / 3 TERLINE CROSSING / M 390 MH-z5 STA:1+91.38 RIM:377.50 385 INV IN: 373.03 FROM MH-25A INV OUT: 372.83 TO MH-24A / MH-24A / STA:1+14.90 RIM:376.00 / 38o INV IN: 366.2o FROM MH-25 INV OUT: 366.00 TO MH-24, 375 MH-z4 / STA:0+17.91 / R I M:363.00 INV IN: 356.95 FROM MH-24A WATERTIGHT FRAME INV OUT: 3S6.75 TO MH-z3 &LID REQUIRED MH-23 ID oi* STA:o+oo. oo / R'� 1 RIM:361.00 INV IN: 356.00 FROM MH-24 EX. INV OUT: 354.76 WATERTIGHT FRAME & LID REQUIRED I j N PROPOSED SWM OU' / °)° PIPE 'A-i1'CROSSING Nq 6o Cry 355 13.91 LF Qa 539% TIE-IN TO EXISTING 18" DIP SANITARY SEWER WITH 35o PROPOSED 6o" DIAMETER DOGHOUSE MANHOLE o � 00 0 N 0 M M M M � M 0+00 0+50 1+00 1+50 Cb 0 405 f� // 61 5 8' OT 1z8 SEWER LATERAL TAP < OT127SEWER LATERAL TAP N J /z / 400 c� g" DIP 100.63 LF Qa o.96% OT 126 SEWER LATERAL TAP Q LOT 125 SEWER LATERAL TAP N Q /11LOT123.SEWERILATERALTAP LOFT S WER LATERAL TAP O Cn O 395 W N 1.4 8" DIP N 58A 5o.o6 LF @a o.6o% ; J PROPOSED STORM Q v) SEWER CROSSING 390 J Z J OT 123 SEWER LATERAL TAP J H4 U- L L_ 8" DIP Un O 67.24 LF Qa 13.88% ® W I� 385 � OJ �--I 6o" DIA. INTERNAL MANHOLE REQUIRED DROP W Q 38o z W Y �, 375 � � f- D O z Ln U Ln 370 W m z J U H 365Lu ~ L H-28 - MH- 3 � Q O 36o CD ly O O N 355 U F- n N "t O� m o Ln m^ n m m o 0 0 0 O N O N M m M m S I .t 't �t 't 't 't 2+00 2+50 3+00 3+50 4+00 4+50 G w O w a v=i JOB NO. 350 182150 SCALE 1"_501 SHEET NO. 22 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF lz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zs AND 26, PER VDOT ROAD VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 zoo STR:24B VDOT STD. MH TP=44o.67 N N J m m "' m N `N O 0 0 N 1n "t F N 0 N m HIIV KUHIVI.t VVI I F1 J HIV UHKU J I-1 HJ rVUIVU IIV AND BRIDGE SPECIFICATIONS SECTION oz.o a zG ( IN FEET ) INV IN: oo TO z6 O `^ f. " `^ 3 3O 435 p rn M s > N a THE zoo8 ROAD AND BRIDGE STANDARDS. "BACKFILLING". 1 inch = 50 ft. INV OUT: 433.67T0 z4 > mr ri SH m 445 STR:z4 VDOT STD. MH i� 0 � O 445 u TP=440-58 Ln >> H z z M H z INV IN: 433.25TO 24B INV OUT: 431.58 TO zz STR:zz VDOT STD. DI-3B (L=6') 440 00 1 74 TP=437.67 / 440 m INV IN: 431.17 TO z4 PROPOSED / ^' m 00 INV OUT: 4z5.4z TO zo 8" WATERLINE PROPOSED o O N N No CROSSING /LI lz" WATERLINE 0 15' CROSSING 1n 0 435 0 N m >�aaH 435 / 15" RCP p N Ofk� / 39.69 LF Qa l.00% L Z Z Z / / 15" RCP 430 / LF 1.18% 35J3 C� 430 J m / / 15" RCP PROPOSED GRADE (TYP.) / / 35m LF Qa 1.20% 00 N / 30" RCP o F- / 38.7z LF Qa 1.o6% 425 Ln 0 0 > m 425 3 (- ) STR:I8VDOT STD. DIT13(L=i33 „ _ m ar m 0 " RCP 30„ Qa 133 % INV IN: 409.5oTO 18B ? �5o.z4LF INV OUT: 4o6.5o TO 16 F a > > Ln ~ z z PROPOSED 420 ° 6" WATERLINE CROSSING. / 420 / 0 m N 00 kDo O O Ft\ 415 F ^ ~ " / / 415 N M 00 N m o m EXISTING GRADE (TYP.) \ 30" RCP w a a� PROPOSED \ 1.1' z84.77 LF 1.3z°h O r! a? z O lz" WATERLINE / / F z z z - - -' CROSSING \ 410 - - - 410 STR:12B VDOT STD. DI-3C (L=8') TP=39133 INV IN: 385.58T014 / 3o" RCP INV IN: 387.25 TO YD-i i 39.67 LF Qa 1.z6% 405 INV OUT: 383.00TO1z i 405 / / / 3 �F .1 STR:lz VDOT STD. DI-36 (L=1o') STR:14 VDOT STD. DI-3B (L=1o') z43.67 TP=391 z5 TP=395.25 INV IN: 382.68 TO 1213 400 INV OUT: 38z.51 l06 - - INV IN: 390.25TO16 400 _ INV IN: 387.83 TO 14B INV OUT: 386.00 TO 12B STR:loB VDOT STD. MH /' TP=388.67 INV IN: 38z.33TO1z � INV OUT: 377.25 TO lo' 395 - 395 0 / 0 m 00 / 0 390 / C) 0=mmmmm 3p" RCP 390 a� 161.9zLF@l.z4 % 0 N �D M /V o �; ^'� m PROPOSED z 0 8" WATERLINE 385 /' 00 z z CROSSING 13'mm�ml 385 J / / m m p o 00 3o" RCP 0p00 37.14LFQa1.13% 3 8o / / STR:6B VDOT STD. MH F N It M O O M ^ M l.o' 30" RCP 3 8O TP=373-00 > N m m? 32.79 LF Qa o.98% INV IN: 364.00T08 °J m--0 30" RCP / INV OUT: 6o. o TO 6 3 5 a > > > ,, CL z z zmommummo z6.61 LF @a 0.94% 375 30" RCP 375 76.23 LF @ 1.090 r.nr.rrr r n worn nv A r I SEWER CROSSING R' ST - 6 B+ 5 W M B STIR VDOT STD. MH � 370 TP=365.00 INV IN: 359-42 TO 6B 370 INV IN: 362.00 TO YD-6 INV OUT: 357.00 TO 30' RCP 365 90.21 LF @ 365 PROPOSED VDOT STD, EW-1 t36" RCP 36o 18.75 LF t?a 1.33% 36o INV. 0UT=356.17TO LF 20% SWM BASIN'B' I6"RCP 8g.73 36" RCP 355 46.41 LF Qa 1.79% 55 N N H m O 0 N N Ol M 0) H O O w O 00 't M O N `"� rl H 00 00 0 u1 I, 0 00 rl °O V1 M �t ^ N N 00� ul N O n O1 N 0) 00 I� n N m O N Ol O H 0) lD tD N N 00 N It O 1� l0 lD O .t lD 00 N '� N '� 't n O O ci N N .t l(1 n 'i Ol O 0� rl 3 M V7 �p M O M 1� O O N 00 1� 00 01 N O I� M O I� n O M H '� N Ih M, 00 M 00 m M 0 00 m M CO M Ol m M Ol 00 M O7 00 M O m O M O M O O ri N 'i f f rl S S rl S N 4- .t 'i 4- .T rl I S N 1 1 rl d S rl S 'i S N M It .t N d M .t d S ,^ �} It yM. It It 't It 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+50 5+00 5+5o 6+oo 6+50 7+00 7+So 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+5o 12+00 12+5o 13+00 13+50 14+00 14+50 SCOTT/R. CbLLINS'Z Lie. No. 035791,'n p 5/19/22 'Aj 1n U) w 0 z Z w U 0 U j O a r u g a 0t w w a a 0 0 w > > w w CD CD CD CD C) r1j QN O\l L ti M Z N Q i N Q C: o W CD N W > Q J z Ln J ~ W z > I LL J LL W O I---L9 0 � Q- 0� 016 W Z Q U W W � `� Lu �z U O Ln(� O l!1 W zL U) H� J Q o OO N °o U w J LFW] H �--� W w a 1n JOB NO. 182150 SCALE 111 _ 501 SHEET NO. 23 NOTES: I. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". STR:8 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF iz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 00 J74 Ca _ N 0 ~ MO J O LA 400 M d, N 400 0, c) STR:32 VDOT STD. DI-3B (L=6') p p Z TP=395 50 00 m m - 0 INV IN' 384.85 TO 32B Fzz INV IN;389.17TO34 0 00 OUT: 384-75 TO 30 > °n m 395 395 PROPOSED m GRADE (TYP.) Z PROPOSED / --6"WATERLINE 390 / CROSSING 390 43 PROPOSED / 4" WATERLINE / \ CROSSING 1.1' 385 / \ 15" RCP 385 r24' 146.31 LF Qa 0.500/0 RCP \ 380 32.91 LF Qa 1.2806 38o \ RCPz 737.824EXISTING GRADE (TYP.)-/ LF Qa \ 375 375 TIE-IN TO UNDERGROUND DETENTION FACILITY'B' INV.=379.25 370 370 m ^ N 00 co 0 °m ~ M M C0 N m co N F M M n� 0+00 0+50 1+00 1+50 2+00 STR-32B - SWM V LAM me me fEXISTING GRADE (TYP.) 385 \ 385 N ,1 J 380 m 0 38o _ 0 0 VDOT STD. DI-313 (L=8') TP=37233 INV IN: 367.33 TO io 0 m INV IN: 365.00 TO 8B > mF INV OUT: 364.25 TO 6B m 375 im O F z 370 370 HI PROPOSED GRADE (TYP.) PROPOSED z" WATERLINE 1.0' CROSSING 365 365 "RCP 39-72 LF 0 o.83% 360 360 m co W M N ry, m 0+00 0+50 STR-8B - STR-8 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 fL HORIZONTAL GRAPHIC SCALE 405 J 405 50 0 25 50 100 EXISTING GRADE (TYP. 0 F F- ( IN FEET ) Ln H m I inch = 50 ft. STR:14 VDOT STD. DI-3B (L=1o') 0 m 400 TP=395.z5 1 > m . , INV IN: 390.25 TO 16 m ,m�, INV IN: 387.83 TO 14B ) 0mo INV OUT: 386.00TO 12B a > ,nFz I395 _ 1 395 PROPOSED OPOSED GRADE (TYP.) z" WATERLINE CROSSING 390 1390 Mr. 15" RCP 39.68 LF @a 1.26% 385 ME O l y, O 0) It M 0+00 0+50 STR-14B - STR-14 STR:44 VDOT STD. DI-313 (L=14') TP=4z3.67 0 rINV IN: 417.00 TO 44B INV OUT: 415.5o TO 42 m m p STR:44B VDOT STD. DI-_: p 3o TP=424.00 L °o INV OUT:417-So TO44 425 0 J 0 _� > M N > 1-FL: 425 m o m °m ? m ? O PROPOSED a0 H a » PROPOSED WATER 4" WATERLINE 0 O O F in F Z SERVICE CROSSINGS CROSSING o 00 4zo F- p_o 0 0 r) O I� ID .t 0 0 420 J 1.1' m m O t0+'1 't m o ItO u >> > IL L z z z 15" RCP 4�5 0 Ln o �D 0 � m 33.21 LF @a 1.51% 415 o.6' m > °Mo 0 PROPOSED SANITARY SEWER mM o Z O _ SERVICE LATERAL CROSSING o M PROPOSED 6- O PROPOSED WATER 0 o GRADE (TYP.) F H z z SERVICE CROSSINGS �' PROPOSED 6" WATERLINE CROSSING 4 10 = ~O m o rn 8 410 / o, 1S" RCP o N �o �0 M w m m `.'`.' EXISTING - _ ° 100.59 LF z.81/° MO > m mF p F W o GRADE 00 Zp (TYP.) _ - - 1 z, m rp m�.Z /�� z l PROPOSED SANITARY SEWER 405 p m m M MO- 00� 0 m N m t~ii r z z z / i > �°m mF --- mmzz� J SERVICE LATERAL LATERAL SING CROSSINGS 405 o 15„RCP ~O � N O> iol.o8 LF Qa 3.96% 0 0 M CO CO F a > > Ln z z z >ul PROPOSED WATER 400 o / z.9' SERVICE CROSSINGS 4 00 JCL ,n z z z 1 6, 15" RCP / 97.2o LF 3.00% / RCP PROPOSED WATER 395 PROPOSED i5 z•49°7o SERVICE CROSSINGS 395 6" WATERLINE-,134.39UF CROSSING 1 z' 390 390 15"RCP 71,�_ 54-41 LF @a z.76% PROPOSED SANITARY 385 SEWER CROSSING 385 z4" RCP 75.13 LF Qa 1.33% 38o 380 'i O I ',DO I� 10 OD 'r M I, O °0 l0 O t m w Q1 00 w m 0) o O O m , 00 m ^ ci O O N.t 4 ld0 O 'Si w O 6 O 00 O O.I O m M 0) M m 0) � ,,., O O O O .a 'i 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 STR-44B - STR-32 5+00 5+50 6+oo B (L=16') TIE-IN TO STRU WITH THE PHASE ROAD PL STR:16 VDOT STD. DI-3B (L=io') XISTING GRADE (TYP.) TP=408.42 INV IN: 403.42 TO 18 STR:16B VDOT STD. DI-313 (L=io') INV IN: 400.83 TO 16B TP=4o8.42 INV OUT: 39z.z5TO14 �INV OUT: 401.33TO16 20 410 r 410 zoo 375 PROPOSED n 12" WATERLINE CROSSING 405 405 ROPOSED GRADE (TYP. 1. z' 400 400 15" RCP 39.7o LF Qa 1.26% 395 395 390 390 M O a m O a 00 o a 0+00 0+50 STR-16B - STR-16 375 EXISTING GRADE (TYP. \ - / 370 / 370 0 0 J 00 m m m 365 oo m j rp m w o °'to 0 OF 365 / m 0 m / 0 O " Ln M � ~O 0 a) 0 00 / 360 Ln w0 0 0 0 / +I- > O� o si PROPOSED O 'ML m �~ �Z mo m_O� u V) r CL z z G H z 36o w e,°� M GRADE( TYP.) ^M 00 I F M n aZ Z) m O m_ 355 M W d Z > > Ce - Z Z �x>xx Ln w Z w w 355 PROPOSED z" WATERLINE PROPOSED 12 CROSSING lz" WATERLINE 35o CROSSING 350 =TUREPROPOSED z POLO GROUNDS -).5-IS" 90 e/aRCP AN (SUB-2017-117) �� 111 gS�F 40.z4 LF Qa o.57% 345 345 .t 0 In d W m .t M m L o 1O, +00 oSTR-4eBe- EX-STR-B8 STR:20 VDOT STD. DI-313 (L=8') TP=4z8.4z INV IN: 421.00 TO zoB INV IN: 423.42 TO zz INV OUT: 417.o8 TO 18B 430 STR:zoB VDOT STD. DI-313 (L=12') rTP=4z8.67 INV OUT: 421.42 TO 20 I 430 EXISTING GRADE (TY 'ROPOSED GRADE (TYP.) 425 425 PROPOSED z" WATERLINE CROSSING 420 4201 / 15" RCP 39.96 LF Qa 1.o5% 415 415 n � S �C6 �} N 0+00 0+50 STR-2oB - STR-20 P.) SCOTT/R. CbLLINS'Z Lie. No. 0357911'n p 5/19/22 IAJ (r) U) w 0 z U O 0 j a O > u g a w w d d 0 0 Lu > > Lu w r4 r4 CD CD CD QN O\l �ko� � W W Z L9 z ul z Cn ti M Cn N N C:) N \N Lu J U) Lu Q U Lu Lu Y L1J U) Lu Q C:) C:) N Q 0L H� 1 rl 06 V ) U 0 co J H� 2 0 0�/ LL co Lu J H G � 0 w 2 d !n JOB NO. 182150 SCALE ill _ 501 SHEET NO. 24 STIR: So V IN STR:46' IN 430 STR:48 16 410 i / /�-EXISTING GRADE (TYP.) / 415 415 STR:486 VDOT STD. DI-36 (L TP=4o6.00 DOT STD. DI-36 (L=io') INV IN: 402.00 TO YD-3 TP=405-50 INV OUT: 399.00 TO 48 V IN: 401.75TO ROOFz 410 INV IN: 398.67 TO 48B INV IN: 400.o8 TO 5o INV OUT: 395.5o TO 46 405 405 PROPOSED ROPOSED GRADE(TYP.) 8" WATERLINE CROSSING 400 400 ti5'CP 33.58 LF Qa o.98% 395 III 395 " 0 o It 0+00 0+50 STR-48B - STR-48 410 rEXISTING GRADE (TYP.) +I i ✓DOT STD. DI-313 (L=8') 405 TP=398-75 INV IN: 391.75 TO 46B STR:46B VDOT STD. DI-3C (L V IN: 39433 TO ROOF1 TP=398-75 INV IN: 392.25 TO 48 INV IN: 394.00 TO YD-z INV OUT: 390.4z TO 34 INV OUT: 392. o8 TO 46 400 400 PROPOSED GRADE (TYP.) 395 395 PROPOSED l.o' 8" WATERLINE CROSSING 390 390 15" RCP 32.7o LF l.ol% 385 385 � M 0 0 0+00 0+50 STR-46B - STR-46 430 EXISTING GRADE (TYP.) DOT STD. DI-313 (L=1o') TP=417.83 425 V IN: 414.00 TO ROOF4 / INV IN: 411.58 TO 52 / STR:50B VDOT STD. DI-313 (L INV IN: 410.83 TO 5oB TP=417,83 INV OUT: 403.58 TO 48 INV IN: 413.83 TO ROOFS INV OUT: 411.25 TO 50 420 420 PROPOSED GRADE (TYP.) 415 415 PROPOSED 8" WATERLINE 1.0' CROSSING 410 410 15" RCP 32.67 LF Qa 1.29% 405 405 � N rl N ri 0+00 0+50 STR-5oB - STR-50 420 415 =12') 410 PROPOSED SERVICE CRC 405 400 395 =6') VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) =10') 1 inch = 5 It. HORIZONTAL GRAPHIC SCALE 50 n 25 50 100 200 ( IN FEET ) 1 inch = 50 1L. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF lz' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-3.AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. STR:40 VDOT STD. DI-36 (L=1o') ROPOSED GRADE (TYP.) TP=413.00 INV IN: 407.00 TO 42 STR:4oB VDOT STD. DI-313 (L=12') INV IN: 4o6.o8 TO 4oB TP=413.17 INV OUT: 404.67 TO 38 INV OUT: 4o6.58 TO 40 415 1 415 0 J V � m m kD N d Imo oo� o O F_0 o °o O O N o >O 0^ o It Nl't d? z z m 'D N ~ p U) d>>> w II> H I V) Z 15" RCP 61.oi LF @a 1.23% EXISTING GRADE (TYP f It 't 0+00 0+50 STR-6oB - STR-6o 410 / 410 XISTING GRADE (TYP.) PROPOSED lz' 6" WATERLINE CROSSING 405 405 15" RCP 32.96 LF Qa 1.53.% 400 400 m � m 0 1 00 0It STR-4oB - STR-40 420 445 STR:s4 VDOT STD. DI--iB (L=12') STR:54B VDOT STD. DI-313 (L=12') TP=44o.9z rINV IN: 435.83 TO ROOF9 INV OUT: 434.17TO 54 TP=44o.83 INV IN: 435-92 TO ROOF8 INV IN: 433.83 To 546 INV OUT: 429.25 TO 5z 440 / 440 / PROPOSED PROPOSED WATER / 8" WATERLINE SERVICE CROSSINGS / CROSSING STR:52 VDOT STD. DI-3B (L=1o') 435 TP=429-75 INV IN: 425.83 TO ROOF6 1.1' 435 i5" RCP INV IN: 4z3.00 TO 54 / 32.78 LF Qa 1.o INV IN: 4zz.67 TO 5zB INV OUT: 415.83 TO 50 PROPOSED SANITARY SEWER 430 SERVICE LATERAL CROSSINGS 430 PROPOSED GRADE (TYP. PROPOSED WATER RCP 69% SERVICE CROSSINGS zil'y6923 F Qa 3 425 / 4�5 STR:5o VDOT STD. DI-3B (L=io') TP=417.83 EXISTING GRADE (TYP.) INV IN: 414.00 TO ROOF4 INV IN: 411.58 TO 52 INV IN: 410.83 TO 5oB 420 INV OUT: 403.58 TO 48 420 PROPOSED PROPOSED WATER 6" WATERLINE SERVICE CROSSINGS, CROSSING 425 STR:48 VDOT STD. DI-3B (L=1o') TP=405.50 415 z.4 0. ' INV IN: 401.75TO ROOFz INV IN: 398.67 TO 48B PROPOSED SANITARY SEWER INV IN: 400.o8 TO 5o y5 RCP2 96% SERVICE LATERAL CROSSING INV OUT: 395.5o TO 46 45VF 410 y43 410 / / / STR:46 VDOT STD. DI-3B (L=8') TP=398-75 0 405 / INV IN: 391.75 TO 46B 405 / INV IN: 39433 TO ROOFl STR:34 VDOT STD. MH / INV IN: 392.25 TO 48 TP=397-42 / / INV OUT: 390.42 TO 34 1 g o 6' INV IN: 389.75 TO 46 PROPOSED SANITARY SEWER INV IN: 391.00 TO 36 C RCP -' SERVICE LATERAL CROSSING 400 INV OUT: 390.17 TO 32 F 23z% i5o PROPOSED WATER 395 SERVICE CROSSINGS 395 l.o' PROPOSED 8" WATERLINE RCPz y2% CROSSING oBIF y53 390 390 z4" RCP 59.02 LF @a 1.14% 385 385 I� Ol Ol �p M •i 01 M m H la ry 01 to m w m 1� .. Ol 01 O ~ l0 ry ry S ^ N m O O .a to -1 O llt O al O M H ,.{ Vt '� t� H Ql H N 'i N n O la �' N Ol N N m M tl1 m 01 m O M O S .t .t O1 M .t O d 0 I S C) 1 rl It d ci N f d't N � N S M S d M .t 't 1 d It 0+00 0+50 1+00 1+So 2+00 rEXISTING GRADE (TYP.) EXISTING GRADE (TYP.) 410 F 410 425 415 STR:36B VDOT STD. DI-36 (L=io') TP=4o1.00 STR:36 VDOT STD. DI-36 (L=1o') INV OUT: 394.25 TO 36 TP=400.67 405 420 INV IN: 39533 TO 38 / 410 INV IN: 394.00TO36B / (TYP.) INV OUT: 39z.5oTO34 / 400 400 415 PRO SER\ 405 PROPOSED GRADE (TYP.) PROPOSED 6" WATERLINE CROSSING 1.o' 395 395 410 400 15" RCP 390 33.13 LF Qa 0.75% 390 405 MR O G O a 0+00 0+50 STR-36B - STR-36 2+50 3+00 3+50 4+00 4+So STR-54B - STR-34 440 J u STR:64B VDOT STD. DI-313 (L=14') TP=418.42 o � p INV IN: 411.35 TO 64D 4�5 I-_ 000 INV OUT: 411.z5 TO 64 Ln p F- �- � � � o STR:64D VDOT STD. DI-3B (L=1z') o N O N, a TP=418.4z �j INVOUT:411.67TO64B �zzp H a >> > �zzz 420 6" WATERLINE PROPOSED 1 CROSSING GRADE (TYP.) ED WATER CROSSING 2.1' 1.1' 15" RCP 32.7o LF Qa o.98% 15" RCP 46.14 LF Qa i.o8% m rv° ^ 0 N y N W s It 0+00 0+50 1+00 STR-64D - STR-64 410 STR:S2 b IN I: 5+00 5+50 6+oo 440 B (L=12') STR:S2B VDOT STD. DI 3 EXISTING GRADE (TYP.) TP=430.00 INV IN: 426.00 TO ROOF? INV OUT: 423.00 TO 52 DOT STD. DI-3B (L=1o') 435 TP=4z9-75 V IN: 425.83 TO ROOFS INV IN: 423.00 TO 54 INV IN: 422.67TO 52B INV OUT: 415.83 TO 5o / 430 430 PROPOSED ?OPOSED GRADE (TYP. 8" WATERLINE CROSSING 425 425 *32 RCP 4zo 7 LF Qal.00% 420 415 415 F Q N O1 N 0+00 0+50 STR-52B - STR-52 6+50 7+00 5% 25 42 STR:62 VDOT STD. DI-313 (L=8') TP=414.58 420 INV IN: 4o8.17TO64 420 INV IN: 407.67 TO 62B INV OUT: 407.5o TO 6o STR:6z6 VDOT STD.DI-36 (L= TP=414.So 425 INV OUT: 4o8.00 TO 62 PROPOSED 6" WATERLINE ROP SED GRADE (TYP.) CROSSING 410 410 405 15" RCP 32.69 LF Qa l.ol% 405 0+00 0+5o STR-62B - STR-62 SCOTT/R. CbLLINS'Z Lie. No. 035791 n p 5/19/22 'Aj Vl Z z N o Z 0 J co a a ` L O � F z u o > C a s u a Lu o ce u U) U) w Z z Z w Q � x j U O 0 j o Q r u g a 1 w w o_ a ! p 0 w U) Lu w i N N N QN O\l L ti M CIO Z N Q N Q 0 0 WN N W > Q J z Ln ZJ~w � � 1J I.L W O F �L9'_j 0- 0 0. 06 W Z < C) W Y U) F_ U O ul � 0 v) W Z 12') F J U) H� ~ 2 0 OC: Nm U w J H G w x a 1n JOB NO. 182150 SCALE 1"_501 SHEET NO. z5 EXISTING GRADE (TYP.) 455 455 / N , / I / d / � Om 450 0 o -° 0 45° m � � STR:78 VDOT STD. DI-3B (L=1z') p `^ rMn 0 � ^� � m a °, TP=44o�4z m o aH � p O o `� � 000 INV IN: 435'4z TO ROOF1z � a z � 445 vi o 0 0_� _O p p o INV IN:433�35T078B 0 o � � � N � INV OUT: 433�z5T076 ��� ° v~i H z z 445 � �� > a -- iD � �F p � N o N M M .. O M � >� a a a H Z �� aZ p / �? ? F a > > > !� ? O PROPOSED 440 �n F_ Z z z/ � r z z z z GRADE (TYP.) 440 / PROPOSED / 8" WATERLINE CROSSING / PROPOSED WATER 435 SERVICE CROSSINGS _ �'9� 1.6 11' 435 PROPOSED 1'3' 8" WATERLINE 1 z' CROSSING z,5' 430 z.8' 1.07% 3z!8o F �a 1.zz°/u 430 4z5 4z5 18" RCP 53'33 LF Qa o'940� PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 4zo 4zo �� � � o o m m a m _0 11�TH OF m _m p ^p " N p Ln of m p o O SCOTT R. LINS Z O N^a 0 r F L) Lie. No. 035791,'n 450 PROPOSED GRADE (TYP.) m m?_o ^�_o ^ 450 0�0 5/19/22�4 STR:7z VDOT STD. MH o n � m � SIONAL EGGS PROPOSED WATER F 0- azp a0 SERVICE CROSSINGS TP=443-75 z ? � > > d > I INV IN:435'77TO7z6 In F Z Z ,n I- z 445 STR:7o VDOT STD. DITP 437 67 INV OUT: 435.67 TO 70 445 INV IN: 429.00TO76 INV IN:433.00TO72 INV OUT: 4z5.00 TO 68B \ PROPOSED i z" WATERLINE PROPOSED CROSSING z z ° 8" WATERLINE � � 440 PROPOSED CROSSING z 440 O O m 1z" WATERLINE OMP F o 00 CROSSING 1; 9' o o(n U) > > w STR:68 VDOT STD. DI-3B (L=8') 0 I"O 1.4 ' ,Z ,6 c� z TP=427.00 LA O N z. ' / zo J Q Q a 435 INV IN: 4'9.75 TO 68B o ? _ _ 15" RCP 35 ¢ U) U) m x INV OUT: 417.00 TO 66 o no, i 39.7o LF @ i.o6% ¢ ¢ r oU STR:64 VDOT STD. DI-3C (L=6') \ �° ~�� / / \ 1 °RCP / Z w j o} u¢i TP=417.z5 °i° �' \ `° az p / 1LF @ 1.z6% �5 RCP o to > > g a INV IN:410.75TO64B d i� \F a>>�/ z11.5 37.06LF�a 1.o8°h O z a O O w 430 INV IN: 41z.75 TO 66 m / n ~ z z \ i / 15" RCP 430 ��/� o Z W INV OUT: 409.5o TO 62 0 0o p ° z. 1 LF 1.zz°h �/) w p T Y O PROPOSED WATER 3 7 @ w w>> RCP -00 O m SERVICE CROSSINGS IAZZZZM F- / o m > Q Q m ip O v't a XISTING GRADE (TYP.) w w a aH Lu 425 0 a 00 0° / 'D m ~ ~ Z) PROPOSED 1'O' 425 W w p L° `° / z ? 0-6" WATERLINE (A N 0 O O / Z Z Z CROSSING w w O ~ o / 18" RCP o PROPOSED SANITARY = m 0 0 o 00 0 o a / 1.z' °'g LF C 1'87� SEWER CROSSING g 00 ,n F > a 0 106.93 N a .. 420 o° o N �� r . 'tz zo / 420 H > N aH r z_ Z 7 z_ / PROPOSED SANITARY SEWER O N ^ z z SERVICE LATERAL CROSSING g eo > o nm �a>>> / 18"RCP r r 0 0 1 Ln F z z z / 3z.6z LF Qa z.05% w N N o 0 0 4�5 F OF o F a> PROPOSED PROPOSED 4�5 O N OQ o v H z z 6" WATERLINE 1g" RCP ° + > o m CROSSING LF C z o1/° "WATERLINE ° _" �^ m o m� go g9 CROSSING ~ 0+00 0+50 1+00 1+50 2+00 2+5o a z C) 1. 1.6' r a > > 5' �4" RCP STR-78B - STR-70 410 ~Zz / 35.87LFQa1.62% 420 PROPOSED SANITARY _ - _ / SEWER CROSSING / / 24' RCP /0 PROPOSED SANITARY / \ 8619 LF @ 1.54 SEWER CROSSING L9 405 405 � � z 1 g 00 z4" RCP Q d p ^O� 57.56 LF Qa 1.44% N J EXISTING GRADE (TYP. m H G OF N / 445 0 ow 445 p L,� 3'1 PROPOSED SANITARY Co o X O 400 � °, rn ���SEWER CROSSING 400 � 4 STR:76 VDOT STD. DI-3C (L=8') � O ^' TP=436.67 H ^ °o / / Z p 24" RCP NOTES: 4 9 7 o tD o > 6. LF 1.8 % N INVIN: z 6oT0 66 m F o 1. ALL FILL TO BE PLACED AT 95% COMPACTION. INV IN: 431.67 TO YD-4 > �o^ rv,'t `n I- - z 7 97 5 O o z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. INV IN: 430.25 TO 78 ° � 440 PROPOSED SANITARY SEWER N 0 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM INV OUT: 429.5o TO 70 F a 395 SERVICE LATERAL CROSSING 395 N L.L SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & F- z z SANITARY SEWER MUST BE PROVIDED. 1.4 24" RCP Q J 34-97 LF Qa 2.63% w i NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN LLJ Ln AGGREGATE SIZE NO. 25 OR 26 AGGREGATE BASE MATERIAL 435 435 J Z Lu PROPOSED 390 39° J SIZE 21A OR 21B, PLOWABLE FILL, CONFORMING TO g" WATERLINEL � J SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED PROPOSED GRADE (TYP.) z GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CROSSING 4" RCP (o I U_ CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 1.1' 50.93 LF @ 2.79% LU O AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G 430 430 "BACKFILLING". 385 385 0 rl J � 'RCP NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH W OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN 33.58 LF Qa 1.1g% Z Q ACCORDANCE WITH STANDARD SL-1 AS FOUND IN 425 425 ,^ THE 2oo8 ROAD AND BRIDGE STANDARDS. 38o 38o U ui o ' ^ NOTE: HDPE CAN BE USED AS AN ACCEPTABLE w Y V ) SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. 3o. RCP SEE DETAIL ON SHEET 17 FOR HDPE PIPE 30.11 LF Qa z.49% ��1 BEDDING INFORMATION. 375 375 - U O 0+00 0+50 TIE-IN TO UNDERGROUND U STR - 6 B -STR - 6 ETENTION FACILITY 'A' O NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH 7 7 INV.=379.50 OF 4' OR GREATER SHALL HAVE STEPS IN W ACCORDANCE WITH STANDARD ST-1 AS FOUND IN 370 370 LLJ THE 2oo8 ROAD AND BRIDGE STANDARDS. J /F- J r+) a O M Q1 a n w m 1� a M l0 a CO W m N ^ m 00 m 00 a 00 ^ a m N I� a t(1 �/) O ei m O �n W In M w 00 N w 00 w rl N lD O m o m N � ci rl N T o) H O O O n O N O a N to N n m N m Ln m n m N 1� m O N N m N M N a M to li m m a o a o a" a a N a" a a N a a m m a s a s a s a s a s a s m a a a a a a a a a a a a a a a a W � O VERTICAL GRAPHIC SCALE 0+00 o+5o 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 8+50 9+00 � O 5 2.5 s STR-74B - UNDERGROUND DETENTION FACILITY'A' o E�( IN FEET ) 0 IN co N 1 inch = 5 ft. Lu HORIZONTAL GRAPHIC SCALE F- w so o zs so ,00 zao p w a � JOB NO. IN FEET) 182150 1 inch = 50 It, SCALE 1"_501 SHEET NO. 26 I I I I / Structure Area (Acres) Cw tc (Min.) 4 0.29 0.50 6.0 4B 0.23 0.60 6.0 8 0.09 0.60 5.0 8B 0.19 0.70 5.0 10 0.11 0.70 5.0 12 0.27 0.75 6.0 12B 0.30 0.60 6.0 14 0.16 0.60 6.0 14B 0.11 0.70 5.0 16 0.23 0.60 6.0 16B 0.16 0.70 5.0 18 0.44 0.50 7.0 18B 0.21 0.70 6.0 20 0.10 0.70 5.0 20B 0.27 0.60 6.0 22 0.06 0.80 5.0 24 7.80 0.60 12.0 24B 0.15 0.75 5.0 26 0.23 0.65 6.0 26B 0.29 0.60 6.0 30 0.11 0.75 6.0 32 0.04 0.75 5.0 32B 0.59 0.70 6.0 36 0.20 0.75 6.0 36B 0.20 0.55 6.0 38 0.12 0.75 6.0 40 0.16 0.75 6.0 40B 0.29 0.75 6.0 42 0.18 0.75 6.0 44 0.34 0.75 6.0 44B 0.50 0.70 6.0 46 0.20 0.75 6.0 46B 0.14 0.75 5.0 48 0.16 0.75 6.0 48B 0.16 0.75 6.0 50 0.16 0.75 6.0 50B 0.17 0.75 6.0 52 0.15 0.75 6.0 52B 0.20 0.75 6.0 54 0.29 0.75 6.0 54B 0.26 0.75 6.0 60B 0.58 0.70 6.0 62 0.14 0.75 6.0 62B 0.33 0.75 6.0 64 0.17 0.75 6.0 64B 0.45 0.70 7.0 64D 0.36 0.70 7.0 66 0.07 0.75 5.0 68 0.07 0.75 5.0 68B 0.11 0.75 6.0 70 0.16 0.75 6.0 72 0.25 0.75 6.0 72B 0.45 0.75 7.0 74 0.29 0.60 6.0 74B 0.16 0.70 6.0 76 0.35 0.75 6.0 76B 0.16 0.75 6.0 78 0.22 0.75 6.0 78B 0.19 0.75 6.0 YD-1 0.12 0.60 6.0 YD-1A 0.13 0.60 6.0 YD-1B 0.09 0.60 6.0 YD-1C 0.08 0.60 6.0 YD-1D 0.12 0.60 6.0 YD-1E 0.11 0.60 6.0 YD-IF 0.07 0.60 6.0 YD-1G 0.08 0.50 6.0 YD-1H 0.08 0.60 6.0 YD-1I 0.07 0.60 6.0 YD-1J 0.08 0.50 6.0 YD-1K 0.07 0.60 6.0 YD-IL 0.07 0.60 6.0 YD-2 0.47 0.30 10.0 YD-3A 022 0.50 6.0 YD-3B 0.27 0.50 6.0 YD-3C 0.22 0.50 6.0 YD-3D 0.11 0.60 6.0 YD-3E 0.25 0.50 6.0 YD-3F 0.34 0.40 7.0 YD-4C 0.12 0.60 6.0 YD-4D 0.10 0.60 6.0 YD-4E 0.13 0.50 6.0 YD-4F 0.09 0.60 6.0 YD-4G 0.11 0.50 6.0 YD-5 0.10 0.60 6.0 YD-5D 0.12 0.50 6.0 YD-5E 0.42 0.45 7.0 YD-5F 0.07 0.60 6.0 YD-5G 0.19 0.50 6.0 YD-5H 0.17 0.50 6.0 YD-6A 0.14 0.50 6.0 YD-6B 0.35 0.50 6.0 ROOF 1 0.06 0.90 5.0 ROOF2 0.05 0.90 5.0 ROOF3 0.09 0.90 5.0 ROOF4 0.05 0.90 5.0 ROOF5 0.09 0.90 5.0 ROOF6 0.05 0.90 5.0 ROOF7 0.09 0.90 5.0 ROOF8 0.07 0.90 5.0 ROOF9 0.09 0.90 5.0 ROOF10 0.06 0.90 5.0 ROOM 0.09 0.90 5.0 ROOF12 0.11 0.90 5.0 ROOF13 0.18 0.90 5.0 /�I (in.) L- i STIR. NO. DLAL 12 _- y _, STR-72SIZEDTOACCOMMODATE�VA/III (/// vo-1K 2 FUTURE BLOCK 18 DRAINAGE \ �\ \ \ 1 \ \ \ 1 I I 1 I A - - / �� f.•"=,::-^,�-,r _ - _ AV VA A / I I 1 A V A \ YD-1J z vo-12 vo-1H 12 vD-1G / / J I I ( f + / / 12 12 YDAID YARD SLOPE I%) IN'-' "ou' MATERIAL INLET TYPE ELEVATION \ 12in Yard Inlet 451.00 67,75 3.32% 44800 445.75 HOPE 12in Yard Inlet 449.75 / 81.50 4.60% 445.75 442.00 HOPE 12in Yard Inlet 446.00 / 58,50 5,13% 442.00 439.00 HDPE Ion Yard Inlet 443.00 _ 67.75 5.17% 439.00 435.50 HDPE 12in Yard Inlet 439.50 117.00 1 4.70% 1 435.50 1 430.00 1 HOPE f�( i.�►:: ;� -�` \ a�m ������ '� $ y •"' IROPOSED DRAINAGE DIVIDE (TYP.) \Yyy •• < IMa� p 1f l! � �•1 4� yy Q49 -�1 � � �s1 � � lift' f � -'�• 9�1 � 1�8 e. e�jll I aj tt� �III�1 ��� HOPE HDPE- HDPE �,.,.._ '}� c,. "..: - - - - < -' �R 1- o 1 85.50 1 3.51% 1 427.00 1424.00 1 HOPE 011 .'!➢Rer_\O\\������i ��""".�"'®� _••�/�I��.1i':!Afllf� MllalNZ*Zl -�1IWIRIyW#e ER;--iF�E:i°)ETrJ� SC3� r, rr .i it 11111111111111.._. -'`�I ..� -FUTURE BLOCK:L8 DRAINAGE r � _, 94p� . s��/� Y�:'��1-IIIIIIYiIIIII..W�IIIIIIIIYYi.� • 11 �.'.�. STR-24 SIZED TO ACCOMMODATE v � ♦ ,� �..++/��a/R��Y«!Zi°v - ��r��y�r •+"a�'j/�Po°��/ -� r'° �1� ') rr it 1 12in Yard Inlet 1 407.75 18in Yard Inlet 430.00 428.00 12in Yard Inlet 424.00 i � 12in Yard Inlet 12in Cleanout 1 408.00 12in Yard Inlet 441,50 / HDPE / 12in Yard Inlet 440.00 r HDPE 12in Yard Inlet 438,67 HOPE 12in Cleanout 442.00 HDPE 121n Cleanout 440.00 HOPE 12in Cleanout 440.00 HOPE 18in Yard Inlet 426.00 HDPE 12in Yard Inlet 426.00 HDPE 12in Cleanout 426.00 HDPE 12in Cleanout 424.00 12in Yard Inlet 1 422.00 376.00 STR. NO. DIA. LENGTH* SLOPE INVERT INVERT Curb SLOT RIM COMMENTS ///%//% In o MATERIAL INLET TYPE (h) IN OUT Type LENGTH ELEVATION / / ✓f / // //// , / / // //4B ° , r" / rll �// / ; 4A 15 40.24 0.57 /0 350.33 350.10 RCP f f i/;, �RAPHIC SCALEice/ 4 3 15 117.35 3.83% 350.00 345.50 RCP ,a r\ c � 1 � ? y(rB / r ✓ Y. f/': -' `/ . /� �/ � / / // . i0o \ \ 5° �\�- r J� �' /y.*r /,/.// /// //////, �' / 26A 15 39.69 1.00% 435.92 435.52 RCP \ETA / / 26 // / /// /. 25 15 35.73 1.18% 435.42 435.00 RCP {'�� 1 inch = .too ft\ o / �� 24B 24A 15 35.01 1.20% 433.67 433.25 RCP ✓ ✓ /l l///////// / /////// jr/// - 24 ! l /// / // /// / // / r/ r5 23 22 30 38.72 1.06% 431.58 431.17 RCP ! / / 27 30 150.24 1.33% 425.42 423.42 RCP 20 19 30 284.77 1.32% 417.08 413.33 RCP 18,4 30 39.67 1.26°h 410.00 409.50 RCP /// /// / / /l/� 18 / /l / 7 / // ///- / l / / t / // / / / / / / /j// 17 30 243.67 1.26% 406.50 403.42 RCP /0�l/ /l/ 16 x/j/ �/ % / r r 15 30 161.92 1.24% 392.25 390.25 RCP I - 1 / 1 / 14 13 30 37.14 1.13°h 386.00 385.58 RCP 126 �/ / / i // ` ! l (/ � / //, 12A 30 32.79 0.98% 383.00 382.68 RCP r-r F h//// / /f/// 12 \ I r 1 / ! � =`�///�\ ../ \ \ 11 30 26.61 0.94% 382.58 382.33 RCP _ toe i I _ / / / / / 10A 30 76.23 1.09°h 377.25 376.42 RCP 10 9 30 90.21 1.11°h 368.33 367.33 RCP 7 36 18.75 1.33% 364.25 364.00 RCP _0 \� \\ i \16A 36 89.73 1.20% 360.50 359.42 RCP 5 36 46.41 1.79°k 357.00 356.17 RCP 8B 8A 15 39.72 0.83% 365.33 365.00 RCP DI-313 CG-6 10 442.92 VDOT STD. IS-1 REQ'D \ MH I CG-6 I - 1 440.58 1 VDOTSTD. IS-1 REQ'D 0I-313 1 CG-6 1 8 1 428.42 1 VDOTSTD. IS-1 REQ'D DI-313 I CG-6 1 10 1 418.33 1 VDOTSTD. IS-1 REQ'D DI-313 I CG-6 1 10 1 395.25 1 VDOTSTD. IS-1 REQ'D DI-3B I CG-6 1 10 1 391.25 1 VDOTSTD. IS-1 REQ'D DI-3B I CG-6 1 10 1 381.42 1 VDOTSTD. IS-1 REQ'D MH I NIA I - 1 373.00 1 VDOTSTD. IS-1 REQ'D e DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` I (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 14B DI-3B CG-6 10 395.33 VDOTSTD. IS-1 REQ'D 14A 15 39.68 1.269% 388.33 387.83 RCP 16B DI-3B CG-6 10 408.42 VDOTSTD. IS-1 REQ'D 16A 15 39.70 1.26% 401.33 400.83 RCP 20B DI-313 CG-6 12 428.67 VDOTSTD. IS-1 REQ'D 20A 15 39.96 1.05% 421.42 421.00 RCP 44B DI-3B CG-6 16 424.00 VDOTSTD. IS-1 REQ'D 44A 15 33.21 1.51% 417.50 417.00 RCP 44 DI-3B CG-6 14 423.67 VDOTSTD. I8-1 REQ'D 43 15 100.59 2.81% 415.50 412.67 RCP 42 DI-36 CG-6 10 418.33 VDOTSTD. IS-1 REQ'D 41 15 101.08 3.96% 411.00 407.00 RCP 40 DI-3B CG-6 10 413.00 VDOTSTD. IS-1 REQ'D 39 15 97.20 3.00% 404.67 401.75 RCP 38 DI-3B CG-6 8 407.83 VDOTSTD. IS-1 REQ'D 37 15 134.39 2.49% 398.67 395.33 1 RCP 36 UK56 CG-5 10 400.67 VDOTSTD. IS-1 REQ'D 35 15 54.41 2.76% 392.50 391.00 RCP 34 MH WA - 397.42 VDOTSTD. IS-1 REQ'D 33 24 75.13 1.33% 390.17 389.17 RCP 32B DI-3C CG-6 12 391.50 VDOTSTD. IS-1 REQ'O 32A 15 146.31 0.50% 385.58 384.85 RCP 32 DI-313 CG-6 6 395.50 VDOTSTD. IS-1 REQ'D 31 24 32.91 1.28% 384.75 384.33 RCP 30 DI-313 CG-6 8 395.50 VDOTSTD. IS-1 REQ'D 29 24 37.82 1.32% 379.75 379.25 RCP 36B DI-3B CG-6 10 401.00 VDOTSTD. IS-1 REQ'D 36A 15 33.13 0.75% 394.25 394.00 RCP 40B DI-3B CG-6 12 413.17 VDOTSTD. IS-1 REQ'D 40A 15 32.96 1.51% 406.58 406.08 RCP 54B DI-3B CG-6 12 440.92 VDOTSTD. IS-1 REQ'D 54A 15 32.78 1.05% 434.17 433.83 RCP 54 DI-3B CG-6 12 440.83 VDOTSTD. IS-1 REQ'D 53 15 169.27 3.84% 429.75 423.25 RCP 52 DI-3B CG-6 10 429.75 VDOTSTD. IS-1 REQ'D 51 15 143.45 2.96% 416.58 412.33 RCP 50 DI-3B CG-6 10 417.83 VDOTSTD. IS-1 REQ'D 49 15 1 150.62 2.32% 404.33 400.83 RCP 48 DI-3B CG-6 10 405.50 VDOTSTD. IS-1 REQ'D 47 18 153.08 2.12% 395.50 392.25 RCP 46 DI-3B CG-6 8 398.75 VDOTSTD. IS-1 REQ'D 45 24 59.02 1.14% 390.42 389.75 RCP 46B DI-3C CG-6 6 398.75 VDOTSTD. IS-1 REQ'D 46A 15 32.70 1,01% 392.08 391.75 RCP 48B DI-313 CG-6 10 406.00 VDOTSTD. IS-1 REQ'D 48A 15 33.58 0.98% 399.00 398.67 RCP 50B DI-3B CG-6 12 417.83 VDOTSTD. IS-1 REQ'D 50A 15 32.67 1.29% 411.25 410.83 RCP 52B DI-3B CG-6 12 430.00 VDOTSTD. IS-1 REQ'D 52A 15 32.77 1.00% 423.00 422.67 RCP 74B DI-313 CG-6 10 445.67 VDOTSTD. IS-1 REQ'D 74A 15 39.70 1.06% 438.67 438.25 RCP 74 DI-3B CG-6 10 445.67 VDOTSTD. IS-1 REQ'D 73 15 1 37.06 1.08% 438.67 436.27 RCP 72B MH NIA - 443.75 VDOTSTD. IS-1 REQ'D 72A 15 32.71 1.22% 436.17 435.77 RCP 72 MH NIA - 443.75 VDOTSTD. IS-1 REQ'D 71 15 211.51 1.26% 435.67 433.00 RCP 70 DI-3B CG-6 10 437.67 VDOTSTD. IS-1 REQ'D 69 18 106.93 1.87% 425.00 423.00 RCP 68B DI-313 CG-6 10 427.17 VDOTSTD. IS-1 REQ'D 68A 18 32.62 2.05% 420.42 419.75 RCP 68 DI-3B CG-6 8 427.00 VDOTSTD. IS-1 REQ'D 67 18 90.89 2.01% 417.00 415.17 RCP fib DI-3B CG-6 8 419.50 VDOTSTD. IS-1 REQ'D 65 24 35.87 1.62°k 413.33 412.75 RCP 64 DI-3C CG-6 6 417.25 VDOTSTD. IS-1 REQ'D 63 24 86.19 1.54% 409.50 408.17 RCP 62 DI-3B CG-6 8 414.58 VDOTSTD. IS-1 REQ'D 61 24 57.56 1.44% 407.50 406.67 RCP 60 MH NIA - 412.92 VDOTSTD. IS-1 REQ'D 59 24 76.97 1.850/6 404.67 403.25 RCP 58D MH NIA - 410.00 VDOTSTD. IS-1 REQ'D 58C 24 1 34.97 2.63% 1 397.92 397.00 1 RCP 58B MH WA - 406.00 VDOTSTD. IS-1 REQ'D 58A 24 50.93 2.799/b 392.00 390.58 RCP 58 MH WA - 396.50 VDOTSTD. IS-1 REQ'D 57 24 26.17 2.87% 380.25 379.50 RCP 60B DI-3C CG-6 10 412.17 VDOTSTD. IS-1 REQ'D 60A 15 61.01 1.23% 406.50 405.75 RCP 62B DI-36 CG-6 12 414.50 VDOTSTD. IS-1 REQ'D 62A 15 32.69 1.01 % 408.00 407.67 RCP 64D DI-3B CG-6 12 418.42 VDOTSTD. IS-1 REQ'D 64C 15 32.70 0.98% 1 411.67 411.35 RCP 64B DI-3B CG-6 14 418.42 VDOT STD. IS-1 REQ'D 64A 15 46.14 1.089% 411.25 410.75 RCP 78B DI-3B CG-6 12 440.50 VDOTSTD. IS-1 REQ'D 78A 15 32.80 1.22% 433.75 433.35 RCP 78 DI-3B CG-6 12 440.42 VDOTSTD. IS-1 REQ'D 77 15 145.13 2.07% 433.25 430.25 RCP 76 DI-3C CG-6 8 436.67 VDOTSTD. IS-1 REQ'D 75 18 53.33 0.94% 429.50 429.00 RCP 76B DI-3B CG-6 8 436.67 VDOTSTD. IS-1 REQ'D 76A 15 33.58 1.19% 430.00 429.60 RCP Lic. No. 0357911t� 0 6/21/22wo w4 �SIONAL E��S ,w Vl Z Z � N Z z J < < co L O y U) LU I- u Z w <u a W C C Ce L W w Z w U 0 j U o N r g a LU Ix w w a 0- in 0 w w W LU w w W N N LU r1l r1f CD CD CD CD N N N N p 1 f N .N-I .�i C4 Lr ti ZM M N CID 1 N O W N N N W> I,.0 ZJ J > w V 0 Z U LU W Y Ul LU Z� � yJ J N~ J< N J U w W ~F w CC U) JOB NO. 182150 SCALE 1 "=100' SHEET NO. 27 ,j,TH O OFF ��� SCOTT R. U Lic. No. LLINSI� 035791 a� 4/11/22 w4 �O �`�SIONAL E��' Z W Z Z W N z F F O U o Z W f O U O Z W E x O U O N c 0 0 V/ Z O (� emu/ ^ > LI.1 Z U ur) W ZO (n 0 J coO � (A < I-- �/ c2S un Q Z > O W J � 00 J Q a W U] W d > .6 Q Q Z O W J � m J Q a W N LU W (A W Z Q 2 I- g w d w .N. LU cY - 3 w d as t 'o L '3 o, tZ ' o 0 c J 'n c 0 U O 0 H Q Q 1 N ON m IN ' N N N t\O N CD � N .--r . N C4 N . ti V C 0 U N O 0 0 0 Design Btarm Year= 10 a TT V) r 6 w S. � 2! E z 0! co M N M} V 1 N N w z J J z U S 0 > 0 1' 3 0 N O a a o 0 zJ J U Z0 z " ������������������ zU w O Q U Y ' '�\ r JJ l� U) � Q ZD J U0 z z 0 a c o o c � 6 0 0 in z IIIIIIIIIIIIIIIIIIIIIIIIIIII J2 w '� VJ w W /-^ V) Nw LL � U O J J J �� ~ � o a C a U Z z w w Z z w z O J� O O00 N O O a o `a 0 r U U W IY a J .~. I- W 2 O 0 0 E O 0 0 JOB NO. 182150 SCALE N/A 0 a SHEET NO. 28 11 m 0 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet J I- O c O mac`- Q. � J v m ,�' m_' 4 3 N L ; N b0" t]` a � u .- Q U U O O O c � � � s _ m m o. o � g � � s Qf G L' � X O 0 � •S � m y N (/) � ; � � H W v x w m � � S W N P 3 N O P II II m �_ c � u � E Me m N N J J W Q O K 4 3B 10.0 0.29 0.50 0.145 0.94 0.00 0.94 0.0482 0.0200 2.0 0.0633 4.1650 4.86 0.88 3.5192 0.1466 0.1490 9.33 1.07 1.00 0.94 0.00 4B 3B 10.0 0.23 0.60 0.138 0.90 0.00 0.90 0.0482 0.0200 2.0 0.0833 4.1650 4.77 0.90 3.5192 0.1468 0.1520 9.03 1.11 1.00 0.90 0.00 8 38 8.0 0.09 0.60 0.054 0.35 0.00 0.35 0.1000 0.0200 2.0 0.0633 4.1650 2.92 0.99 3.5192 0.1466 0.1652 7.21 1.11 1.00 0.35 0.00 8B 36 12.0 0.19 0.70 0.133 0.86 0.00 0.86 0.1000 0.0200 2.0 0.0633 4.1650 4.10 0.94 3.5192 0.1466 0.1578 10.82 1.11 1.00 0.86 0.00 10 3B 70.0 0.11 0.70 0.077 0.50 0.00 0.50 0.1000 0.0200 2.0 0.0833 4.1650 3.34 0.98 3.5182 0.1488 0.1637 8.42 1.19 1.00 0.50 0.00 12 38 70.0 0.27 0.75 0.203 1.32 0.00 1.32 0.0200 0.0200 2.0 0.0833 4.1850 6.49 0.78 3.5192 0.1488 0.1344 8.78 1.14 1.00 1.32 0.00 14 3B 10.0 0.16 0.60 0.096 0.62 0.00 0.62 0.0974 0.0200 2.0 0.0633 4.1650 3.65 0.97 3.5192 0.1466 0.1622 9.21 1.09 1.00 0.62 0.00 14B 3B 70.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0974 0.0200 2.0 0.0833 4.1850 3.38 0.88 3.5192 0.1466 0.1837 8.35 1.20 1.00 0.50 0.00 18 38 10.0 0.23 0.80 0.138 0.90 0.00 0.90 0.0849 0.0200 2.0 0.0833 4.1850 4.51 0.91 3.5182 0.1486 0.1534 9.82 1.02 1.00 0.90 0.00 i6B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0649 0.0200 2.0 0.0633 4.1650 4.17 0.94 3.5192 0.1466 0.1578 8.84 1.13 1.00 0.73 0.00 18 3B 70.0 0.44 0.50 0.220 1.43 0.00 1.43 0.0199 0.0200 2.0 0.0833 4.1850 6.70 0.77 3.5192 0.1486 0.1329 9.13 1.09 1.00 1.43 0.00 18B 38 8.0 0.21 0.70 0.147 0.96 0.00 0.98 0.0199 0.0200 2.0 0.0833 4.1850 5.78 0.84 3.5192 0.1486 0.1432 7.37 1.09 1.00 0.98 0.00 20 3B 8.0 0.10 0.70 D.070 0.46 0.00 0.46 0.0596 0.0200 2.0 0.0633 4.1650 3.55 0.97 3.5192 0.1466 0.1622 6.96 1.15 1.00 0.46 0.00 20B 36 12.0 0.27 0.60 0.162 1.05 0.00 1.05 0.0598 0.0200 2.0 0.0833 4.1650 4.87 0.89 3.5192 0.1486 0.1505 10.38 1.16 1.00 1.05 0.00 22 36 6.0 0.06 0.80 0.048 0.31 0.00 0.31 0.0835 0.0200 2.0 0.0633 4.1650 3.05 0.99 3.5192 0.1486 0.1852 5.99 1.00 1.00 0.31 0.00 26 3B 10.0 0.23 0.65 0.150 0.97 0.00 0.97 0.0567 0.0200 2.0 0.0833 4.1650 4.77 0.90 3.5192 0.1466 0.1520 9.81 1.02 1.00 0.97 0.00 28B 3B i2.0 0.29 0.60 0.174 1.13 0.00 1.13 0.0567 0.0200 2.0 0.0833 4.1650 5.04 0.88 3.5192 0.1486 0.1490 10.58 1.13 1.00 1.13 0.00 30 3B 8.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0474 0.0200 2.0 0.0633 4.1650 3.94 0.99 3.5192 0.1486 0.1852 8.89 1.18 1.00 0.54 0.00 32 3B 6.0 0.04 0.75 0.030 0.20 0.00 0.20 0.0474 0.0200 2.0 0.0833 4.1650 2.70 0.95 3.5192 0.1466 0.1593 4.60 1.30 1.00 0.20 0.00 38 36 10.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0585 0.0200 2.0 0.0633 4.1650 4.74 0.90 3.5192 0.1486 0.1520 9.92 1.01 1.00 0.96 0.00 38B 38 10.0 0.20 0.55 0.110 0.72 0.00 0.72 0.0585 0.0200 2.0 0.0633 4.1650 4.22 0.93 3.5192 0.1466 0.1564 8.56 1.17 1.00 0.72 0.00 38 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0585 0.0200 2.0 0.0833 4.1650 3.92 0.95 3.5192 0.1466 0.1593 7.78 1.03 1.00 0.59 0.00 40 38 10.0 0.18 0.75 0.120 0.78 0.00 0.78 0.0585 0.0200 2.0 0.0633 4.1650 4.36 0.92 3.5192 0.1486 0.1549 8.93 1.12 1.00 0.78 0.00 40B 36 72.0 0.29 0.75 0.218 1.41 0.00 1.41 0.0585 0.0200 2.0 0.0633 4.1650 5.45 0.88 3.5192 0.1486 0.1461 11.87 1.01 1.00 1.41 0.00 42 38 10.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0585 0.0200 2.0 0.0833 4.1650 4.56 0.91 3.5192 0.1466 0.1534 9.43 1.06 1.00 0.86 0.00 44 38 14.0 0.34 0.75 0.255 1.66 0.00 1.86 0.0585 0.0200 2.0 0.0833 4.1650 5.79 0.84 3.5192 0.1488 0.1432 12.84 1.09 1.00 i.66 0.00 44B 3B 18.0 0.50 0.70 0.350 2.28 0.00 2.28 0.0585 0.0200 2.0 0.0833 4.1650 6.52 0.78 3.5192 0.1466 0.1344 15.24 1.05 1.00 2.28 0.00 46 3B 8.0 0.20 0.75 0.150 0.98 0.00 0.98 0.0200 0.0200 2.0 0.0833 4.1650 5.80 0.84 3.5192 0.1466 0.1432 7.45 1.07 1.00 0.98 0.00 48 3B 10.0 0.18 0.75 0.120 0.78 0.00 0.78 0.0743 0.0200 2.0 0.0833 4.1650 4.17 0.94 3.5192 0.1468 0.1578 9.48 1.05 1.00 0.78 0.00 48B 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0743 0.0200 2.0 0.0833 4.1650 4.17 0.94 3.5192 0.1466 0.1578 9.48 1.05 1.00 0.78 0.00 50 38 70.0 0.18 0.75 0.120 0.78 0.00 0.78 0.0825 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1468 0.1578 9.78 1.02 1.00 0.78 0.00 50B 3B 12.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0825 0.0200 2.0 0.0833 4.1850 4.18 0.93 3.5192 0.1488 0.1584 10.09 1.19 1.00 0.83 0.00 52 3B 10.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0825 0.0200 2.0 0.0633 4.1650 3.99 0.95 3.5192 0.1466 0.1593 9.47 1.06 1.00 0.73 0.00 528 38 12.0 0.20 0.75 0.150 0.98 O.DO 0.98 0.0825 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 10.87 1.10 1.000.00 54 3B 12.0 0.29 0.75 0.218 1.41 0.00 1.41 0.0507 0.0200 2.0 0.0833 4.1850 5.60 0.85 3.5192 0.1468 0.1446 11.44 1.05 1.00 1.41 0.00 54B 3B 12.0 0.26 0.75 0.195 1.27 0.00 1.27 0.0507 0.0200 2.0 0.0633 4.1650 5.36 0.86 3.5192 0.1466 0.1461 10.86 1.11 1.00 1.27 0.00 82 36 8.0 0.14 0.75 0.105 0.88 0.00 0.68 0.0288 0.0200 2.0 0.0833 4.1650 4.74 0.90 3.5192 0.1466 0.1520 8.90 1.16 1.00 0.68 0.00 62B 3B 12.0 0.33 0.75 0.248 1.61 0.00 t61 0.0288 0.0200 2.0 0.0833 4.1850 6.54 0.78 3.5192 0.1466 0.1344 10.85 1.13 1.00 1.61 0.00 646 3B 14.0 0.45 0.70 D.315 2.05 0.00 2.05 0.0327 0.0200 2.0 0.0633 4.1650 6.99 0.75 3.5192 0.1466 0.1300 12.49 1.12 1.00 2.05 0.00 84D 38 72.0 0.36 0.70 0.252 1.64 0.00 1.64 0.0327 0.0200 2.0 0.0833 4.1850 6.43 0.78 3.5192 0.1466 0.1344 11.15 1.08 1.00 1.64 0.00 88 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.0880 0.0200 2.0 0.0833 4.1850 3.11 0.99 3.5192 0.1486 0.1852 8.35 1.26 1.00 0.34 0.00 68 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.1000 0.0200 2.0 0.0633 4.1650 2.89 0.99 3.5192 0.1466 0.1652 7.13 1.12 1.00 0.34 0.00 68B 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1000 0.0200 2.0 0.0833 4.1650 3.43 0.98 3.5192 0.1466 0.1637 8.66 1.15 1.00 0.54 0.00 70 36 70.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0852 0.0200 2.0 0.0833 4.1850 4.27 0.93 3.5192 0.1486 0.1564 9.17 1.09 1.00 0.76 0.00 74 3B 10.0 0.29 0.60 D.174 1.13 0.00 1.13 0.0453 0.0200 2.0 0.0633 4.1650 5.26 0.87 3.5192 0.1466 0.1476 9.95 1.01 1.00 1.13 0.00 74B 3B 10.0 0.16 0.70 0.112 0.73 0.00 0.73 0.0453 0.0200 2. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 iNhr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet [n a N _ 6 C N O N O � O bl t> � .t. O , O � 4 C C ` N N 1 e O U N la $b� O � � (1 lJ � F � m 'a �j( N L Q l] y y � � N N a � J' d ti U O O o N. in 3 � v v ti � left 0.06 0.60 0.036 0.14 0.00 0.14 0.0200 0.0200 2.0 0.0200 1.0000 2.83 rgN 0.24 0.60 0.144 0.58 0.00 0.58 0.0200 0.0200 2.0 0.0200 1.0000 4.78 12B 3C 8.0 combined flow 0.7 0.09 0.196 4.50 left 0.18 0.70 0.126 0.50 0.00 0.50 0.0200 0.0200 2.0 0.0200 1.0000 4.53 right 0.41 0.70 0.287 1.15 0.00 1.15 0.0200 0.0200 2.0 0.0200 1.0000 6.17 32B 3C 12.0 combined flow 1.7 0.13 0.280 6.42 left 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0200 1.0000 3.99 right 0.02 0.75 0.015 0.06 0.00 0.06 0.0200 0.0200 2.0 0.0200 10000 2.04 46B 3C 8.0 combinetl flow 0.4 0.07 0.155 3.56 left 0.35 0.70 0.245 0.98 0.00 0.98 0.0150 0.0200 2.0 0.0833 4.1650 6.13 rght 0.23 0.70 0.161 0.64 0.00 0.64 0.0150 0.0200 2.0 0.0833 4.1650 5.24 60B 3C 10.0 combined fbw 1.6 0.14 0.304 6.96 left 0.11 0.75 0.083 0.33 0.00 0.33 0.0200 0.0200 2.0 0.0633 4.1650 3.88 rght 0.06 0.75 0.045 0.18 0.00 0.18 0.0200 0.0200 2.0 0.0833 4.1650 3.08 64 3C 6.0 containedflow 0.5 0.08 0.177 4.06 left 0.21 0.75 0.158 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0633 4.1650 4.92 right 0.14 0.75 0.105 0.42 0.00 0.42 0.0200 0.0200 2.0 0.0633 ji 4.1650 4.23 76 3C 8.0 combinetl fbw 1.1 0.12 0.252 5.79 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hrfor spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet ^ � i0 ';� v C V) ° � w m m m m n N � � z x � m ° o m c m a c `w o. t rn w u � � o ; r m w o � o �_' ^' m c c 3 o 0 3 � `m � � a m � v � m � Tv m `o � `m c a ?; o. v t w x O t ` m c o .... � m � rn y m « c 0 c° t left 0.06 0.60 0.036 0.23 0.00 0.23 0.0200 0.0200 2.0 0.0833 4.1650 3.40 right 0.24 0.80 0.144 0.94 0.00 0.94 0.0200 0.0200 2.0 0.0833 4.1650 5.71 12B 3C 8.0 combined flow 1.2 0.12 0.271 6.22 left 0.18 0.70 0.126 0.82 0.00 0.82 0.0150 0.0200 2.0 0.0833 4.1650 5.73 right 0.41 0.70 0.287 1.87 0.00 1.87 0.0150 0.0200 2.0 0.0833 4.1650 7.81 32B 3C 12.0 combined flow 2.7 0.18 0.387 B.BB left 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.79 right 0.02 0.75 0.015 0.10 0.00 0.10 0.0200 0.0200 2.0 0.0833 4.1850 2.45 48B 3C 6.0 combined flow 0.7 0.10 0.215 4.92 left 0.35 0.70 0.245 1.59 0.00 1.59 0.0150 0.0200 2.0 0.0833 4.1B50 7.36 right 0.23 0.70 0.181 1.05 0.00 1.05 0.0150 0.0200 2.0 0.0833 4.1850 6.29 BOB 3C 10.0 combined flow 2.6 0.19 0.420 9.62 left 0.11 0.75 0.083 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0833 4.1650 4.84 right 0.06 0.75 0.045 0.29 0.00 0.29 0.0200 0.0200 2.0 0.0833 4.1650 3.69 84 3C 8.0 combined fbw 0.8 0.11 0.245 5.81 left 0.21 0.75 0.156 1.02 0.00 1.02 0.0200 0.0200 2.0 0.0833 4.1650 5.91 right 0.14 0.75 0.105 0.66 0.00 0.68 0.0200 0.0200 2.0 0.0833 4.1650 5.07 76 3C 8.0 combined flow 1.7 0.16 0.349 8.00 •11 a1 1� 1 10 0 ' a•1 ®®®®© 1 ���® �- 11 1.1 11 11: ���------_- �- 111 1 •1 111 ����------_- �- 111 1 •1 111 ����------_- 1 ----------------- �- 111 1 •1 111 ���®------_- STRn(.T[1RE DRAINA('� D (�, nAW TYPe 11V(Er tree AREA U'Tz1 PFRIMEPER !FT) A (wcaes) C I �+,tml Q (cast YD-1 I2"Nybplast Yard Inlet 0.43 11.19 0.12 0.60 4.00 0.288 0.50 WEIRFLOW YD-1 l2"Nybplast Yard Inlet 0.43 11.19 0.12 0.60 6.50 0.468 0.70 WEIR FLOW YD-1 12"Nybphsl Yard Urkt-50a/o cogged 0.22 5.60 0.12 0.60 4.170 0.288 0.80 WEIR FLOW YD-1 12"Nybpast Yard Urkt -SOa/o cogged 0.22 5.60 0.12 Q60 6.50 0.468 1.97 WEIRFLOW YD-lA l2"Nybplast Yard Inlet 0.43 1L19 0.13 0.60 4.170 0.312 0.53 WEIRFLOW YD-LA l2"Nybplast Yard Inlet 0.43 11.19 Ql3 0.60 6.50 0.507 0.73 WEIR FLOW YD-LA 12"Nybplast Yard Inlet-50%cbgged 0.22 5.60 Ql3 0.60 4.00 0.312 OA7 WEIR FLOW YD-LA 12"Nybplas[Yard Urkt-50%cbgged 0.22 5.60 Ql3 0.60 6.50 0.507 2.31 WEIR YD-1B l2"Nybplast Yard Inlet 0.43 11.19 0.09 0.60 4.00 0.216 0.42 WEIRFLOW YD-1B l2"N b last Yard Inlet 0.43 11.19 0.09 0.60 6.50 0.351 0.57 WEIR FLOW YD-1B 12"Nblast Yard Urkt -SOa/o clogged 0.22 5.60 0.09 0.60 4.00 0.216 0.66 WEIR FLOW YD-1B 12"N b last Yard Inlet-50%cb 0.22 5.60 0.09 Q60 6.50 0.351 1.11 WEIR FLOW YD-1C l2"N b last Yard Inlet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLOW YD-1C l2"N b last Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIR FLOW YI?1C 12"Nybplast Yard tole[-50%cbgged 0.22 5.60 0.08 0.60 4.00 0.192 0.61 WEIRFLOW YI?1C 12"Nybplast Yard Inlet-50%cb�d 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIRFLOW YI}1D l2"Nybplast Yard Inlet 0.43 1L19 0.12 0.60 4.00 0.288 O50 WEIRFLOW YI}1D l2"Nybplast Yard Inlet 0.43 11.19 0.12 0.60 6.50 0.468 0.70 WEIRFLOW YI}1D 12"Nybplast Yard Inlet-50%cbgged 0.22 5.60 0.12 0.60 4.00 0.288 0.80 WEIRFLOW YI>lD 12"Nybplast Yard Inlet-50%cbgged 0.22 5.60 0.12 0.60 6.50 0.468 1.97 WEIRFLOW YI}]E l2"Nybplast Yard Inlet 0.43 11.19 0.11 0.60 4.00 0.264 OA7 WEIRFLOW YD-]E I2"Nybplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 0.66 WEIRFLOW YI}]E 12"Nyb Est Yard Intel-50%cb�ed 0.22 5.60 0.11 0.60 4.00 0.264 0.75 WEIRFLOW YD-]E 12"Nybplast Yard Wet-50%cb 0.22 5.60 0.11 0.60 6.50 0.429 L65 WEIRFLOW YD-IF l2"Nybplas[Yard Inlet 0.43 11.19 0.07 0.60 4.00 0.168 035 WEIRFLOW YD-1F I2"N Ias[Yard Inlet YbP 0.43 11.19 0.07 0.60 6.50 0.273 0.49 WEIRFLOW YD-IF 12"Nybpbst Yard tole[-50%cbgged 0.22 5.60 0.07 0.60 4.W 0.168 0.56 WEIRFLOW YD-IF 12"Nybplast Yard Web 50%cbgged 0.22 5.60 0.07 0.60 6.50 0.273 0.77 WEIRFLOW YD-1G I2"Nybplas[Yard Inlet 0.43 11.19 0.08 0.50 4.00 0.160 0.34 WEIRFLOW YD-1G I2"Nybplas[Yard Inlet 0.43 11.19 0.08 0.50 6.50 0260 0.47 WEIRFLOW YD-1G 12"Nyb Est Yard Inlet 50%cbgged 0.22 5.60 0.08 0.50 4.00 0.160 OS4 WEIRFLOW YD-1G 12"Nybplast Yard Inlet -SOa/o cogged 0.22 5.60 0.08 0.50 6.50 0.260 0.75 WEII2FLOW YD-1H l2"Nybplast Yard Inlet 0.43 11.19 0.08 0.60 4.170 0.192 038 WEIR FLOW YD-1H l2"Nybplast Yard inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIR FLOW YD-1H 12"Nybplast Yard Inlet-50%ebgged 0.22 5.60 0.08 0.60 4.110 0.192 0.61 WEIR FLOW YD-1H 12"Nybpast Yard Inlet-50%ebgged 0.22 5.60 0.08 0.60 6.50 0.312 OA7 WEIR FLOW YD-II 12"Nybplast Yard Inlet 0.43 11.19 0.07 0.60 4.1X1 0.168 033 WEIRFLOW YD-❑ 12"Nybplast Yard Inlet 0.43 11.19 0.07 0.60 6.50 0.273 0.49 WEIR PLOW YD-❑ 12" Nybplast Yard Inlet - SOa/o cogged 0.22 5.60 0.07 0.60 4.00 0.168 0.56 WEIR PLOW YD-11 12" Nybplast Yard Inlet - SOa/o cogged 0.22 5.60 0.07 0.60 6.50 0.273 0.77 WEIR PLOW YD-1J 12"Nybplast Yard Inlet 0.43 11.19 0.08 0.50 4.00 0.160 0.34 WEIR PLOW YD-lJ 12"Nybplast Yard Inlet 0.43 11.19 0.08 0.50 6.50 0.260 0.47 WEIR PLOW YD-IJ 12"Nybplast Yard Inlet-50%cbgged 0.22 5.60 0.08 0.50 4.00 0.160 0.54 WEIR PLOW YD-IJ 12"Nybplast Yana inlet-50%clogged 0.22 5.60 0.08 0.50 6.50 0.260 0.75 WEIR PLOW YI}IK 12"N �b last Yard Inlet 0.43 11.19 0.07 0.60 4.00 0.168 0.35 WEIRFLOW YD-1K 12"Nyb last Yard Inlet 0.43 11.19 0.07 0.60 6.50 0.273 OA9 WEIR FLOW YD-1K 12"Nybplast Yard Inlet-50%cb 0.22 5.60 0.07 0.60 4.00 0.168 0.56 WEIR FLOW YD-1K 12"Nvloplrlst Yard Inlet-50%clogged 0.22 5.60 0.07 0.60 6.50 0.273 U.77 WEIR FLOW YD-1L 12"Nybplast Yard Inlet 0.43 11.19 0.07 0.60 4.00 O.I68 0.35 WL1R FLOW YD-IL 12" Ndoplasl Yard Inlet 0.43 1 L.19 U.07 0.60 6.50 0.273 0.49 WEU2 FLOW YD-1L 12"Nybplast Yard Inlet-50%clogged 0.22 5.60 0.07 0.60 4.00 0.168 0.56 WEIR PLOW YD-IL 12"Nyb last Yard Inlet-50%ob 0.22 5.60 0.07 0.60 6.50 0273 0.77 WEU2 FLOW YD-2 l8" Nyb last Yard Inlet 0.64 5.4U 0.47 0.30 4.00 0.564 1.28 WEIR PLOW YD-2 18" Nybplast Yard Inlet 0.64 5.40 0.47 0.30 6.50 0.917 1.77 WEIR FLOW YD-2 18"Nybplast Yard Inlet 50%clogged 0.32 2.70 0.47 0.30 4.00 0.564 2.03 WEIRFLOW YD-2 18" Nybplast Yard Inlet 50't/o clogged 0.32 2.70 0.47 0.30 6.50 0.917 3.40 WEIRFLOW YD-3A I2"Nyb last Yard Inlet 0.43 11.19 0.22 0.50 4.00 0.440 0.67 WEIRFLOW YD-3A I2"Nybplast Yard Inlet 0.43 ]1.19 0.22 0.50 6.50 0.715 1.15 WEIRFLOW YD-3A 12"Nybplast Yard lrilet-50%cb 0.22 5.60 0.22 0.50 400 0.440 1.74 WEIRFLOW YD-3A 12" N bplast Yard Inlet - 50%eb 0.22 5.60 0.22 0.50 650 0.715 4.59 ORIFICE FLOW YD-3B I2"Ny last Yard Inlet 0.43 11.19 0.27 0.50 4.00 0.540 0.76 WEIRFLOW YD-3B l2"Nybplast Yard Inlet 0.43 ]1.19 0.27 0.50 6.50 0.878 1.73 WEIR FLOW YD-3B 12"Nblast Yard tole[-50%cb 0.22 5.60 0.27 0.50 4.00 0.540 2.62 WEIR FLOW YD-3B 12" N b last Yard Inlet - 50%cb 0.22 5.60 0.27 0.50 6.50 0.878 6.91 ORIFICE FLOW YD-3C l2"N last Yard Inlet 0.43 ]1.19 0.22 0.50 4.00 0.440 0.67 WEIR FLOW YD-3C I2"Nybplast Yard Inlet 0.43 11.19 0.22 0.50 6.50 0.715 1.15 WEIR FLOW YD-3C 12"Nybplast Yard Inlet-50°/u clo�cd 0.22 5.60 022 0.50 4.00 0.440 1.74 WEIRFLOW YD-3C 12" Nybplast Yard Inlet - 50%cbgged 0.22 5.60 0.22 0.50 6.50 0.715 459 ORIFICE FLOW YD-3D I2" Nybplast Yard Inlet 0.43 11.19 0.11 0.60 4.00 0.264 0.47 WEIR FLOW YD-3D 12"Nybplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 O.ti6 WEIRFLOW YD-3D 12"Nybpast Yard [rdet-50%cbg�d 0.22 5.60 0.11 0.60 4.00 0.264 0.75 WEIR FLOW YD-3D 12"Nybplast Yard lydet-50%cbgged 0.22 5.60 0.11 0.60 6.50 0.429 LtiS WEIl2FLOW YD-3E I2"Nybplast Yard Inlet 0.43 11.19 025 0.50 4.00 0.500 0.73 WEIRFLOW YD-3E l2"Nybplast Yard Inlet 0.43 11.19 0.25 0.50 6.50 0.813 1.48 WEIRFLOW YD-3E 12"Nybpast Yard Wet-50%cbg�d 0.22 5.60 0.25 0.50 4.00 0.500 2.24 WEIRFLOW YD-3E 12"Nybplast Yard Wet-50%cb 0.22 5.60 0.25 0.50 6.50 0.813 5.93 ORIFICE FLOW YD-3F L8"Nybplast Yard Wet 0.59 30.25 0.34 0.40 4.00 0.544 OAO WEIR FLOW Y0.3F I8"Nybplast Yard Wet 0.59 30.25 0.34 0.40 6.50 0.884 0.93 WEIRFLOW Y0.3F 18"N last Yard Wet-50%cbgged 0.30 15.13 0.34 0.40 4.00 0.544 1.41 WEIR FLOW Y0.3F 18" Nybplast Yard Inlet- 50°/u clonal 0.30 15-13 0.34 Q40 6.50 0.884 3.73 WI?n2 PLOW YI}4C 12"Nybplast Yarzl Inlet 0.43 1 L19 1112 Q60 4.00 0.288 0.50 WI'.U2 PLOW Y64C 12"NploplasL Yard Inlet 0.43 II.19 0.12 Q60 6.50 0.468 0.70 WEIR PLOW YD-4C 12" Nyb last Yard Intel - 50"/0 clogged 0.22 5.60 0. 12 0.60 4.00 Q288 0.80 WEU2 FLOW YD-4C 12"Nybplast Yard Inlet-50%clogged 0.22 5.60 0.12 0.60 6.50 0.468 1.97 WEIRFLOW YD-4D l2" Nybplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 O.JS WEIR FLOW YD-4D l2"Nybplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0390 0.(i2 WEIRFLOW YD-4D 12" Nybplast Yard Inlet - SW/o clo d 0.22 5.60 O.10 0.60 4.00 0.240 0.7I WEII2 FLO W YD-4D 12"Nybplast Yard Inlet-50%ebgged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-4E l2"Nybplast Yard Wet 0.43 11.19 0.13 0.50 4.00 0.260 0.47 WEIR FLOW YD-4E l2"Nybplast Yard Wet 0.43 11.19 O.13 OSO fl50 0.423 0.65 WEII2FLOW YD-4E 12"Nyb last Yard Inlet-50%cb 0.22 5.60 O.13 0.50 4.00 0.260 0.75 WEIRFLOW YD-4E 12"Nybplast Yard Inlet-50%ebgged 0.22 5.60 O.13 0.50 6.50 0.423 1.60 WEIRFLOW YD-4F 12"Nybplast Yard Inlet 0.43 1 1. l9 0.09 0.60 4.170 0216 0.42 WEIR FLOW YD-4F 12" Nybplast Yard Inlet 0.43 11. l9 0.09 0.60 6.50 0.351 0.57 WEIR FLOW YD-4F 12" Nybplast Yard Inlet - SOa/o cogged 0.22 5.60 0.09 0.60 4.t10 0.216 0.66 WEIR FLOW YD-4F 12"N b last Yard Inlet-50%ob 0.22 5.60 0.09 0.60 6.50 0351 1.11 WEIR FLOW YD-4G l2" N b last Yard Inlet 0.43 11.19 0. 11 0.50 4.170 0.220 0.42 WEIR FLOW YD-40 I2"N b last Yard Wet 0.43 1L19 O.11 0.50 6.50 0.358 OS8 WEIRFLOW YD-4G 12"Nblast Yard Inlet -SOa/o clogged 0.22 5.60 Qll 0.50 4.t70 0.220 0.67 WEIRFLOW YD-4G 12" N b last Yard Inlet - SOa/o clogged 0.22 5.60 0.11 0.50 6.50 0.358 1.15 WEIRFLOW YD-5 l2"Nybplast Yard Wet 0.43 11.19 0.10 0.60 4.110 0.240 0.45 WEIRFLOW YD-5 l2"Nybplast Yard Wet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-5 12"Nybplast Yard Wet-50%cbgged 0.22 5.60 0.10 Q60 4.110 0.240 0.71 WEIRFLOW YD-5 12"Nybplast Yard Inlet-50%cbgged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIRFLOW YD-SD I2"Nybplast Yard Wet 0.43 11.19 0.12 0.50 4.00 0.240 0.45 WEIRFLOW YD-SD l2"Nybplast Yard We[ 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIRFLOW YI?SD 12"Nybpast Yard inlet-50%cb�d 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIRFLOW YD-SD 12"Nybpbst Yard inlet-50%cbgged 0.22 5.60 0.12 0.50 6.50 0.390 1.37 WEIRFLOW YI>SE I8"Nybplast Yard Wet 0.59 30.25 0.42 0.45 4.00 0.756 0.68 WEIRFLOW YD-SE I8"Nybplast Yard We[ 0.59 30.25 0.42 0.45 6.50 L229 L80 WEIR FLOW YI?SE 18"Nybplast Yard Inlet-50%cb(�d 0.30 15.13 0.42 0.45 4.00 0.756 2.73 WEIRFLOW YI?SE 18"Nybpbst Yard inlet-50%cb�d 0.30 15.13 0.42 0.45 6.50 L229 7.20 ORIFICE FLOW YD-SF l2"Nybplast Yard Inlet 0.43 11.19 0.07 0.60 4.W 0.168 035 WEIR FLOW YD-SF I2"Nybplast Yard We[ 0.43 11.19 0.07 0.60 6.50 0.273 0.49 WEIRFLOW YI?SF 12"Nybpbst Yard Wet-50%cbgged 0.22 5.60 0.07 0.60 4.00 0.168 OS6 WEIR FLOW YD-SF 12"Nybpbst Yard Wet-50%cbgged 0.22 5.60 0.07 0.60 6.50 0.273 0.77 WEIR FLOW YD-SG l2"Nybplas[Yard Wet 0.43 1L19 O.19 0.50 4.170 0.380 0.60 WEIRFLOW YD-SG I2"Nybplast Yard Wet 0.43 1L19 0.19 0.50 6.50 0.618 0.86 WEIRFLOW YD-SG 12"Nybplast Yard tole[-50%cbgged 0.22 5.60 0.19 0.50 4.00 0.380 130 WEIRFLOW YD-SG 12"Nybplast Yard Inlet -SOa/o cogged 0.22 5.60 0.19 0.50 6.50 0.618 3.42 WEIRFLOW YD-SH I2"Nybplast Yard Wet 0.43 1L19 0.17 0.50 4.170 0.340 0.56 WEIRFLOW YD-SH I2"Nybplas[Yard Wet 0.43 11.19 Ql7 0.50 6.50 0.553 0.75 YD-SH 12"Nybplast Yard Urkt -SOa/o cogged 0.22 5.60 0.17 0.50 4.00 0.340 L04 WEIRFLOW YD-SH 12" Nybpkast Yard Ink[ - SOa/o cogged 0.22 5.60 0.17 0.50 6.50 0.553 2.74 YD-6A l2"Nybplast Yard Inlet 0.43 11.19 Ql4 0.50 4.IX1 0.280 0.49 YD-6A I2"Nybplast Yard Inlet 0.43 1119 Ql4 0.50 6.50 0.455 0.68YD-6A 12" Nybpast Yard Urkt - SOa/o cogged 0.22 5.60 Ql4 0.50 4.00 0.280 0.78 YD-6A 12"Nybplast Yard Inlet-50%ebgged 0.22 5.60 Ql4 0.50 6.50 0.455 1.86 WEIRFLOW YD-6B l8"Nybplast Yard Inlet 0.59 30.25 0.35 0.50 4.00 0.700 0.58 WEIRFLOW YD-6B l8"N b last Yard Inlet 0.59 30.25 0.35 0.50 6.50 L138 1.54 WEIRFLOW YD-6B 18"Nblas[Yard Inlet-50%cb d 0.30 15.13 0.35 0.50 4.00 0.700 2.34 WEIR FLOW YD-6B 18"Nblas[Yard Urkt-50%clogged 0.30 15.13 0.35 0.50 6.50 1.138 6.17 ORIFICE FLOW ®- 1 11 1 •1 111 ®�®®------_- -_-____-��� 11 11 � 11 1• 11. � 11 • It ®® 1 1 1111 111 ��____------_-- ®' DOWNSTREAM 1 • 1STRUCTURE • • • • • • 1 JUNCTION LDSS • • • • I I I • I U • �- 111 1 •1 1 11 ®�®®------_- ®------_- ' 1 1 1 1•. 1 .1 1 1 I. \ w LOT > \ / / 2z / / �// `/ 7$ is LOT / \ \ //MQTC�-IL NE - SEE SHE T 1 43 / L77 OT %/ + PROPOSED LIMITS / LOT \ — OFCLEARING (TYP.) / / 3 / O A � za � I � / \. ✓ A --� / / LOT 6 / / / JI NOTE: ALL LANDSCAPING WITHIN THE STREET RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE OO OPEN // / + ` • ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY I SPACE / LOT \/ \ FOR A STRUCTURE IN BLOCKS 16 & 3.7."19 / 74 LOT LOT LOT I / \ : \ 3 ! , 72 LOT40 LOT W 71 /; O / LOT / + , \\ , / 39 / 1. 1 LARGE STREET TREE PROVIDED PER EVERY 5o' OF STREET FRONTAGE. / z. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND 16 MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. 3. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. STREET TREES 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 = 9,420' REQUIRED STREET TREES: 19c, PROPOSED STREET TREES:196 NOTE: 3,566' OF STREET FRONTAGE ALONG HALSEY AVENUE (PORTION OF) REQUIRED STREET TREES: 72 PROPOSED STREET TREES:76 NOTE: 1,441 OF STREET FRONTAGE ALONG SABLEWOOD DRIVE REQUIRED STREET TREES: 29 PROPOSED STREET TREES:30 NOTE: 2,897 OF STREET FRONTAGE ALONG LACONIA LANE REQUIRED STREET TREES: 58 PROPOSED STREET TREES: s8 NOTE: 921' OF STREET FRONTAGE ALONG MARCELLA STREET REQUIRED STREET TREES: 29 PROPOSED STREET TREES:29 NOTE: 595' OF STREET FRONTAGE ALONG MARCELLA COURT REQUIRED STREET TREES: 12 G SCOTT/R. CrTLLINS'Z Lic. No. 035791,11 po 6/21/22�� LSlnnrnr. E�r1 I17 7 \ / _ \ \ -(zz) ASL STR ET TREES ALONG LACONIA LN \ + // a PROPOSED STREET TREES:22 p ¢ u \ / / \ iEL L FUTURE PUBLIC GREENWAY TO BE I r \ / // / l r- // �C LOT + \ >/ DEDICATED TO ALBEMARLE COUNTY v W \ / / \ LOT \ \ \ 3g / \ / / / s u g AT TIME OF FINAL SUBDIVISION PLAT,' w w \ s' I�1�N. 3 / — — \ \ zcc 5 / / / / \ \ \ j L oT \ /// p �' 1i / / w C PER PROFFER #2 OF ZMA201800011 i W > h / / \ \ / / / \ \ \ / y/ 7 �/ in Ln z L C O ¢ c I \f LOT I I \ \ / / LOT `� \ / /, 69 / _ i , H z o \ // / \ \ / w � / ..�� � � LOT- . � � z7 I \ \ EXISTING loo-YEAR FLOODPLAIN (TYP I ' W v W /� \. N 0 v I 26 \ / JmG _ \ / LOT + I °u �I O w m / / / ��e� / / — LOT k QO / LOT / + p %/ / 35 QN�o / 66 / / p + 6 - w 15 / / CO / �� / r'/ ������� LOT /�� EXISTING MANAGED / �� o M1N. agT / v vv / �p�oo� `v 65 STEEP SLOPES (TYP.) L 34 _ EXISTING STREAM (T / �� IQ � N Ln w F- Qj i z j U O O Ln r Q w w a a p � w w i > w DO w SMN 3 // / v LOT v vv / / / P'' ;% // o LOT I l I _ A VA V % .LOT % �� eJv , / w n�i CD o 0 O.v .v II 14 / LOT / / / 33 \ \'/ + 63 / + P�o`'k�Q� f 0 Ln � ti N 1 " + 4 I 129%� - r� v LOT LOT 31 / / / / L6oT �° / w w 3 Wt \,PROPOSED LIMITS OF CLEARING (TYP.) .00, Z C3) w w w I \ V OPEN SPACE ��. / O Q p (19, LSR STREETTREES / 58 Q��e p / ALONG LACONI�P PLANT SCHEDULE: N J A LN ✓ b// / / Qh ��, / � � � JJJ V LOT �� SYMBOLI BOTANICAL NAME COMMON NAME I SIZE IQUANTITYCANOPY I TOTAL CY) I �° 5 CANOPY TREES Q I I Lf LOT PROPERTY BOUNDARY (TYP.) UM'LEGACY' 1/2"cal (19) ASL STREET TREES � + // `✓ / � .ASL ACER SACCHAR LEGACY SUGAR MAPLE 2- 47 214 10058 ALONG SABLEWOOD DRIVE / / 56 W W L LSR LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' ROTUNDILOBA AMERICAN SWEETGUM 2-1/2"cal. 37 1 238 8806 O (36) UAP STREET TREES QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 58 372 21576 C� PROPERTY BOUNDARY (TYP.) ` ALONG HALSEY AVENUE LAID ULMUS AMERICANA TRINCETON' PRINCETON' ELM 2-1/2" cal. 53 464 24592 N �� (17) LAP STREET TREES / // LOT / N / TOTAL 65032 w 11 + \ I ALONG LACONIA LN / —• ' 54 p ✓ / \ LOT ✓ / �/ p I / / s / , (11) W � Q v \ CIS STREET TREES �LOT LOT oaa /i / a I' ALONG SABLEWOOD DRIVE .cam I \ \ (I 7 rv3 / / \ \ oo° / „' / i / W Z y W cc D.) \\.A VI A \ -. / ✓ LOTA V / , /���� Ipp5CHLINE - HISEXISTING PRESERVE / L STEEP SLOPES (TYPw w •..Lu 7/� /� Q III g A V LOT / — / �J U � — + / u _ . • j (36) LAID STREET TREES ALONG HALSEY AVENUE I1J J QSSTREETTREES �� / / � w � ALONG HALSEY AVENUE � � - p / PROPOSEDSWMFACIL11 / U CIS STREET TREES / % h O ALONG HALSEY AVENUE Ui O / h O /// / J PROJECT BOUNDARY (TYP. OPEN /SPAC 3 / �0 _JLu (zo) LSR STREETTRI / LOT ALONG LACONIA LN U) 1--II ROPERTY BOUNDARY (TYP.) \_i , / jW L O� \ / h� I •' \ \ �/ LOT / / \ s ., \ / / EXISTING PRESERVED STEEP SLOPES (TYP.) �� O/ % (2z)ASLSTREET TREES \ s \ u d ALONG LACONIA LN Q O V / 10 Il- / d / PROPERTY BOUNDARY TYP. s \ � O/ � .. � 0 ON CO2/ 0 + O EXISTING ioo-YEAR FLOODPLLOT w 4 F w EXISTING PRESERVED / \ h \ \ / / \> / / O 1 O / O w S (TYP.) / / ° / \.� \\` // 5 / / s '.. * O d m STEEP / ,� Q JOB NO. �� �. �� LOT LOT v> ///// i GRAPHIC SCALE �� DO SCALE --- — yo o ao 40 80 _. �- __-- � _ -- It 4 h 6 A CHLINE - SE TH SH .. W .. l .9 / ---- _— -- EXISTOLO WRO�B �RO \ . / AD �s O SHEET NO. AD IN FEET ) WIDTH PUBLI �W �.! A _ '� l r 1 inch 40 ft. —"--o CR �_ O t� .30 DOUBLE STRAND#12 GAUGE WIRE —. may✓ / - - WITHRUBBERHOSE&TURNBUCKLES 2"x2"HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP y-+5.s's 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UPTO4" CAL. SHALL BE STAKED. _ _ _ PROPERTY BOUNDARY (TYP.) 113 HT. OFTREE TREES 4' CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #22 GAUGE WIRE WITH HOSE- ANDTURNBUCKLES.LOOPHOSE __ -- w w w w w "✓ w w w w w w w w w w w w 1 _ AROUND TRUNK ABOVE BRANCHES -I11—III I I — —III FUTURE PUBLIC GREENWAYTO BE -A4�0 GRAPHIC SCALE o 3D 4o Bo IN FEET1 i>-40 PROPOSED LIMITS OF CLEARING (TYP.) l \ 1 A AS SHOWN, FLAG WIRES WITH II I III COURVEYTAPE.REFERTOSPECS DEDICATED TO ALBEMARLE COUNTY IIIIII II FOR ADDITIONAL INFORMATION. AT TIME OF FINAL SUBDIVISION PLAT, AMENDED SQIL Mlx PER PROFFER #2 OF ZMA201800011 I-1II w w w w w w w w w w w w w w w w w COMPACTED SUBGRADE EXISTING PRESERVED 1 w w w w m w w w w w ✓ m w w "✓ w w "' �' "' STEEP SLOPES (TYP.) w w \ w w w m w w w m w w m m w •v w w W m w w w •v •✓ w •✓ •✓ w 1 \ 1 Tree Planting and Staking Detail Not To Scale .v w w w •✓ •v w m w w w v. •v � m w w •✓ w m w w v: •✓ m _ ,- w w PROPOSED GREENWAY (TYPJw w w w w w w w w w w w w w w w w w w w w LOT 135 w w w w w .✓ w �� �� m w w w w w w m V 1 \.. LOT � ...�.�, .� w w �. w ' � � \ LOT ro v I Cam, 133 \ , wv w w — _ O / \ � w \w w e / � �I. � — — — — -- — \ \ LOT. � 1 \ � � .. • ' ya,f \ - \ /A\\ LOT I I LOT LOT 128 �31 " // v\y III / /� w w OPEN v A w w AVAA\ -- / { I LOT I I 1j0A\ 129 N SPACE � v � v LOT iz6 (7) QS / \ i ALONG MARCELLA ST \ s � - • O \ / I � \ � � / �T — — S 6 CEO.\-P ROPD "�%�..... � � (iz) LSR STREETTREES4 LARC Q j AL ONG LO ELLA ST IF — LOT 10 — 125 w wiles LOT �. no ., 3 L 6T + \ 9 1 ]3 A NTENANC ESMT $ M \ \ LOT v i 11 I _ + w w 1n I 1Og \\\ v �I LOT II I I I I� I LOT 1 _ _ — _ _ 4 i, LOT ��4 1o8 + I LOT s a z� +� O q fi y es \ �\ L. LOT LOT I� I II I LOT I Q 123 h - I 112 LOT 1 I' I 9z w w EXISTING too-YR FLOODPLAIN (TYP. OO w EXISTING MANAGED \ \ \ / LOT 107 J 3 ^ Q 1 N STEEP SLOPES (TYP.) \ 121 I (6) ASL STREET TREES Y l' _ _ _ — -- — I w of I \ 4 ALONG MARCELLA CT 7 A I.. -1 I _ _ w ', I { •-. — — s (zz) AS[_ STREET TREES — — -- -- -- -- T LL Z ALONG LACONIA LN (6)LSRSTREET TREES I { LOT LOT v/ (ALONG MARCELLA CT l I LOT U J 120 LOT a w 4 go J w 3 FUTURE PUBLIC GREENWAY TO BE `'�,' N w w w XISTING STREAM (TYP.) ICE'' // /;',:' / \\ \ \ / — ^ 105 O DEDICATED TO ALBEMARLE COUNTY AT TIME OF FINAL SUBDIVISION PLAT, I L PER PROFFER #2 OF ZMAzol800011 / \ I i OO .' �� / LOT LOT LOT II j O114 L. I I 0y w .w. J I J%QC I-- Qom LOT O 7 alla 113 w J w i O / / RROJECT BOUNDARY 5 w J w m Y NOTE: ALL LANDSCAPING WITHIN THE STREET e RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO w W� THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FOR A STRUCTURE IN BLOCKS 16 &'17.11 w w O h W V ww o w I O I O ' 1 fl PROPOSED LIMITS O ' � OF CLEARING (TYP.) OPEN SPACE EXISTING PRESERVED \\ \ I I STEEP SLOPES (TYP.) \ LOT i \ \ 21 \\\ /j LOT zo \ SPACE LOT \ 19 \\ i 3TREETTREES HALSEYAVENUE LAP STREET TREES NG HALSEY AVENUE PROPERTY BOUNDARY (TYP.) Evergreen Tree Planting Detail Not To Scale 1992 DRF UW SNM FENCE BORRD FENCE FENCING AND TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEYTAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUTAND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE ORING 140 `CORD FENCE 'vLlSllc FENCE CORRECT METHODS OF TREE FENCING .r Yc+- CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC III - 401 County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp ]H-284-111-297 for complete specifications) 3.38 Plate 3.38-2 L The folkorms, hemr shall beshownm theoian. 0 Treatobeseved; ® Lrmirs ofdemng (omeide dnpnne of trees [o be saved); 0 Location and type of protective fmang, ® trade enmgea requrnag tree weva urwdla; El Proposed trenching or tnmelmg beyond Ne limits of clearing. 2. Markinos: 0 MI trees tc be savM shall be mar enN prmt mnbbm at a height clearly visible to egmpme opemtom. 0 No grading shall begin=61 the tree marking bus been inspected and approved by a County Impactor, 3. ProConstrsetlon Conference: ZI T.preservation and protection mensal¢, slash be reviewed with the contractor on site. 4. Emims end Operation and Storage: 0 Heavy alutpmmt, vehicular traffic and storage of erestrucDen materials including soil shall not be permitted within the driplinee of trees to be saved. S. Soil Freda. and Storrmvamr Demotion Devleee: ® such aevrraa drau not aayerady air dtre�rbe Bayed. 6. Fire. 0 Fires ere not permitted within 1 W rd of the dripline of trees to be seva3. 7. Tack Mateamb: ® Toxic materials shall mt be stored within 100 rel ofthe ddpline oftrees ro be savN. S. Protective Fenchm: 0 Tr tube Ma dwithin40f tofapmposedbuildingorgradingac tyAh beprotecrdbyfma g. 0 Finangs1:a11beinplacemdsnallbeinapectalandapprova bya Comtylmpectorprioftona gorcon cdm. 9. Tree Wdh; ® When Ne gromdlaval must be raised within Ne dripnne ofatree to bee saved, atrea weLL snail bee provided and acrosmmtim detail submitted for appfoval. 10. Tree Walls: 0 V✓ me wgromdlevelmustbelowemdwithinihedriplineatmtobeswed atmew.UshaUbeprovided,mdaconshucfiondesal submitted for approval. 11. Trendrinamm Tmandine: 0 W m trenchi is re mw d within Ne lumts of clearing, it andl be done m fen away from Ne hmks eftrees es possible. Tu enng mderalargetreeshallbemaaidaredmmdtemarivewhmitisardidpatedthatmcrosa [reachingw ldestroyfeedarroots. 12. Cleanup, ® 1'rottaiva Finaivg shall bee thelestitarra removed dmivg thefiml dmnup. 13. moagea Tre®: 0 Damagedoe" Ibecreated immediately by prenh,feralivakm or odrer methods recmmnmded by a nee speaanrt. NOT E:IT IS THE DE ELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 2/5/2021 CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Pale 1 of S o- >. " "+ / i 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO \ _ LOT • /� /' s EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE / 44' / LOT // / T CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. p :+� 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED LOT i \ ! / /� 78 / �� \�'" WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 22 ,T \\\ / / \ -,/ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE / / 5 COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 11t/AA ,�((/ LOT 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. /NE -SEE SHEET 30`, 43 :• / / LOT // + / / '' / 5 PROTECTED. MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND /'IVI/11 I..HL� / 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. OT / / �3 ';� / / 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE \ LOT IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE / 42 // a 76 I/ / TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND 3/-. - PROTECTED. �� / ✓ z OPEN � LOT 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED \ 3 \ \ / fL / + IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS SPACE \�� �'� 3 / 75 %t' ///- INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE JJJ / '+ I N 1 OVER N H DRIVEN AERATED BY PUNCHING HOLES WITH A IRON BAR EVERY 8 0 E THE ROOT ZONE, THE BARS ALL BE DRI E 12 DEEP _ / , \ \•,� \\ \ �/ / /,, �T / 3/ - AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. - - - TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING TH7 FINAL CLEAN-UP. SCOTT/R. CrTLLINS'Z Lic. No. 035791,11 po 6/21/22�� ;L'IOnrnT. E�r1 Z Z O a LU inn Z 0 J co J O H Ln ~ Vl w LU Ce N N .--I .--I N Ell N w O O N N N Q Ln� N ti ti Ell so V \O 0 CY) ti z� N C 1 N C:) WCY) N N W> LU zJ U) 0 O y z 0 WLU I— UlV) LU zLU IY U) LU fir�// 1..1_ JQ 0C:) N U F_ U w 0 cdf CL LL 00 z Q J rl (DI 06 121— Ill'oU Q � z J MJ W J O co w J H F- W w JOB NO. 182150 SCALE 111=40' SHEET NO. 31 450 450 445 6 . , HT. OF BJ.= 445 5 P% 5\GN j 440 / \ 440 \ / HT. OF / EYE=3.5' \ 435 / / \ \ 435 / / / �° z EXISTING GRADE (TYP. 430 430 / 425 / 425 SIGHT LINE PROPOSED GRADE (TYP.) 420 / 420 / / HT. OF / / 4�5 013J.=3.5' 415 410 420 405 1 405 OCn lD O� N Hsi r. Om N O^ n N Ln NO n � 00 m m .~t d Hi H .Nt ^ N S N O N N. .mt f l/1 S .mt Ol f .mt �i'. Hi 06 .mt O N 1 d't N 0+00 0+50 1+00 .1+50 2+00 2+50 3+00 3+50 4+00 4+50 LACONIA LANE & MARCELLA STREET INTERSECTION SIGHT DISTANCE 425 425 420 420 HT. OF / OBJ.=3.5' 415 / — � � � 415 EXISTING GRADE (TYP.) / o 410 410 / / 405 - _ _ - - / 405 / / /SIGHT LINE / i / \-PROPOSED / /JEYE=3 T OF GRADE (TYP.) 400 j 5' 400 O\ / 395 395 HT. OF OBJ.=3.5' 390 1 390 00 00 ' V1 p lD 00 O m m S m CC) 00 l^ I� rj O ,y m V1 0) Vt 0)m n O N 0 It V'� 0 ^ N1 0 M H N M m 1 S 0 d S H 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 a0 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 46o 425 HT. OF 415 O BJ.=3-5 \ 410 --- ---- \ 410 �\N DiST ~��oF 4 5 \ EXISTING GRADE (TYP.. ) 405 PROPOSED GRADE (TYP. 4O0 \ ` ` �T.OF iH EYE= \ 400 .5' --SIGHT D/S A/Vc - -2\ 395 395 HT. OF OBJ.=3.5' 390 390 C� M In N Vl 00 lu tD O1 N 00 (n l!t N 0 N .T 0 .t O 0) ri V1 01 l0 m Vl N �t O O HO O d O N O Ol ~O W O m O N M ri 0) M Cn A�t 1 ' S d .1 It It-t m Itm It m It m m m m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 LACONIA LANE (WEST) & SABLEWOOD DRIVE INTERSECTION SIGHT DISTANCE 46o 455 \ 455 \ HT. OF — �G�IS7'gN CE_33= \\ 450 OBJ.=3.5' — \ 450 — ROPOSED GRADE (TYP.) \ SIGHT LINE HT. OF 445 \ EYE=3.5' 445 440 \ \ SjG 440 \ \ \Tq \ EXISTING GRADE (TYP.) \ \ 435 \ 435 430 \ 430 \ -7� HT. OF \ OBJ.=3. J ' \ FUTURE ROAD GRADE 425 \ 425 420 \ 420 415 \ 415 \ \ 420 410 405 \ 405 400 \1 1 1 400 In O HO O HO O o O N l0 rn I CO 0 1 .00 N 0 Ol m 1 0) In 0) In OO ID O O tD O O W O 00 .t 00 H It 4 S M ri + 00 0) 06 n 00 ^ Ol 00 N 10 15 w d It m N N Hi 0) 00 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o MARCELLA STREET (EAST) & HALSEY AVENUE INTERSECTION SIGHT DISTANCE SCOTT/R. CO-LLINSZ Lic. No. 035791 1� p 4/11/22 �1 Ln z w f f 0 0 o �n z Q Q uI = U Q F 0 m g O U w w a J 0 LY w Q Q � Lu Ca Lu a 0 w ti Lu ti N N w (D (D N C) N r4 rl N Z W W z L9 z W ti M cei C0 d' i N C) a) N N Lu J C0 Lu 0 Q U w D Lu Lu C0 w O O N z Q Q 0 I..L Q z 1—I LL 1 Z V) Lu J r-i ILL. O d Lu U Q U) w F- JOB NO. 182150 SCALE 1 11 LACONIA LANE (EAST) & SABLEWOOD DRIVE INTERSECTION SIGHT DISTANCE SHEET NO. 32 W Oa W l0 W lD � O � O � H r H � N F N � W r W � P. � }� F V1 .A V'i to O ui O V� O V� O In O in O V� O V� O W� u . 392�3 w �+ � 39z�31 387�4 38737 � \ 391.z 391.z3 ----- — � C \ — m \ \ D \Cyr 408.6 � Q 408.57 Ll i � D O y m \t-� 4i8.6 \ 4i8.58 \ 4z4.6 \ \ 4z4.6i 4?9�1 \ \ \ \ m 4z9�13 m � --I \ m =\ \ � Z \ w \ OT G1 \ � � 2 436�7 0 \ I r 436J1 m Z � \ m A \ \ A o. 444�6 O \ 0 \ 444�57 \ I Ll \ D \ O m 45z3 45z�31 =1 O \ \ \ 459�4 I� Z \ 459�38 w 460.o I 46o.oi I 460.0 I 46o.oi 1 g6o.o I 460.00 i W T W W W l0 W l0 P. O 1� O P. N A H 1� N A N P. W 1� W +� A 1� � A lJl A lIl l!1 O l/� O V'1 O l/� O V'1 O V'1 O V'1 O V'1 r Ol O o + 0 0 D n° m + r ° D o T o N m� + v, 0 m v , + 00 Q0 2 N D� ° r m W 0 / o mW Z+ + Un 0 C m z 0 o TmT IN V I m + 0 0 cn z + 0 0 ^) L.1 1 2 o I� V 0 0 D z n� m + 0LrL O7 O N O 0 + 0 I ^ o V D 0 + v 0 r m 0 + 0 0 0 0 m N QO O 0 D rN cn + v, 0 m < +0 0 m ° ZLn C m W U 0 z m 0 lJl ° ° 0 � m N n O y + � > 0 5 t 0 zsl n O �3 y l.l1 + o x °o i/J D Z 0 n° m m v 0 N O REVISIONS COLL INS E N G I N E E R I N G DATE REVISION DESCRIPTION 3C) rO O 2/5/2021 INITIAL SUBMITTAL 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 6/2/2021 REVISED PER ALBEMARLE COUNTY, ACSA, & VDOT COMMENTS A y a � x PROJECT 11/12/2021 REVISED PER ALBEMARLE COUNTY, ACSA, & VDOT COMMENTS r N o v 4/11/2022 REVISED PER LAYOUT CHANGES �Z� � ram- w D W BROOKHILL BLOCKS 16 & 17 - FINAL ROAD PLAN ��� w o o m ul o O SHEET TITLE SIGHT DISTANCE PROFILES w to W 01 W 01 w V w V w 00 w W W lO W l0 � O � O � N � N �n O In O l/i O Ui O In O l/i O �n O m= 4io.6 w � O 414�89 I / 4io.z 4iz.6i / 409�5 � 4og.8z xI� 408.4 406.54 / y / 4os 8 403�13 403.5 / 398�97 / / 400.3 / 393�95 A / 397 1 o A m / r m 38g.6o o "' � / m vi 393�6 / 384.3z / 1 391.0 / / m x � 379�z8 z / / A / D 387�9 � 374�14 384J 368.9i 38i.4 364�77 / / 377�8 36i. z3 O= i W� W T U1 W Vl W � W � W V W V W W W W W lD W lD .� O � O }� N � N to O vi O in O In O vi O to O vi These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING. 38o 38o 375 375 HT. OF \ O BJ.=3.5' \ 370 \ 370 — \ 365 \ ANCF, 365 \ — \ SIGHT LINE — 1 36o \ \ — 36o SIGHT DISTANCEf5Oo'_ HT. OF OBJ.=3.5' J/ 355 \ — — HT. OF EYE= 3.5� PROPOSED GRADE (TYP.) � / 355 � /� 350 \ \ EXISTING GRADE (TYP.) \ � � r — _ — — � 350 � \ / 345 345 O D1 r1 _ Ln 00 O1 n VI N ry I� O n lO LD LD O lD lit l!'. l', V1 Ll1 O Vl �? 00 3 CC) Cl <P 0 Vt N ll1 Ln In I� t!1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 44`� 445 HT. OF / O BJ.=3.5' 440 / 440 / 435 / 435 430 EXISTING GRADE (TYP.) // L�ry� 430 4�5 / / � \/ PROPOSED GRADE (TYP.) 4�5 / SIGHT LINE / 420 / 420 T NCE>ss / HT. OF EYE=3.5' 415 / / 415 HT. OF / OBJ.=3.5' / 410 / 410 i 405 / 405 r 400 400 395 395 WN � m H N ^ rl m n O H ^ 1 W N It IN n I� I� 00 Dl d Ol O1 1 It I f'Y It f M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 46o 8+50 9+00 9+50 10+00 VERTICAL GRAPHIC SCALE 0 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 5. ioo ( IN FEET ) 1 inch = 50 ft. 46o / / , , / 455 / 455 / / / / HT. OF 450 OBJ.=3.5' 450 5\ j i 445 i 445 SIGHT LINE i / / HT. OF / / EYE=3.5' 440 / 440 / / GRADE 435 �( // EXISTING (TYP.) 435 , / PROPOSED GRADE (TYP.) 430 / / / _ _ 430 425 / 425 — — — — HT. OF OBJ.=3.5' / 420 420 00 0) O O N O Vl V1 ~ S 00 M m Ll) O In 00 ll1 3 m Ql �t N ,� d O �y m V1 Vl O O N ". 00 m 0 N rl m N N N m N 6 .t N N C1 N N N 00 m N m O m M M ri S't .t lD M i t 00 `� 1 Ii Ol f O 0 O d 3' 3 �} d' It d' SIt �Y d d - � d 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 FUTURE BLOCK 18 ENTRANCE & HALSEY AVE SIGHT DISTANCE PROFILE SCOT*RLL�INS7' Lic. No. 035791111 P 4/11/22 ,4j z 0 J < i r VJ < w � Z N c O z ¢ i F�1 0 I W .- .-4 N N H N O N t\D 'Y L ti Cl z 00 N Q j M � 0 i N Q O 0 W N W > Q J Z W Z ; �-j CL L9 0 --I W zTZ Q Q U) W Y �, W 2 ~ U ul W O W m Lu U) �1 J _ W J Q o O N U w J U ~ w w d V) JOB NO. 182150 SCALE 1 "=50' SHEET NO. 34