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HomeMy WebLinkAboutSUB201700117 Plan - Approved 2022-03-04GENERAL NOTES STATE ROUTE 643 -POLO GROUNDS ROAD OWNERS: TMP 04600-oo-oo-ol8Ao HAUGH, CHARLES R & ELIZABETH ANN OG 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 TMP 04600-oo-oo-oi8E2 HAUGH, CHARLES R & OGLESBY, JR T 435 PARK STREET CHARLOTTESVILLE, VA 22901 TMP 04600-oo-oo-olgBg BROOKHILL MASTER ASSOCIATION INC 455 SECOND STREET CHARLOTTESVILLE, VA 22902 TMP o4600-oo-oo-olgB8 CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 2o1 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi8Ao D.B.1333, PG. 450 29.92 ACRES 04600-oo-oo-o18E2 D.B. 5492, PG.476 5.45 ACRES TMP 04600-oo-oo-o19B9 D.B. 5512, PG.303 50.72 ACRES TMP 04600-oo-oo-o19B8 D.B. 5346, PG. 256 11g.69 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2o180001i WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. TOTAL PROJECT AREA: 04600-oo-oo-ol8Ao - 29.92 AC. (PORTION OF) 04600-oo-oo-o18E2 - 5.45 AC. (PORTION OF) 04600-oo-oo-olgBg - 50.72 AC. (PORTION OF) 04600-oo-oo-oi9B8-119.6g AC. (PORTION OF) TOTAL - 205.78 AC. (PORTION OF) PROPOSED USE: IMPROVEMENTS TO THE EXISTING POLO GROUNDS ROAD WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURALIFORESTALDISTRICT: 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 JUNE OF 2021. DATUM: NAVD 1988 EXISTING VEGETATION: EXISTING So'PUBLIC R/W ALONG POLO GROUNDS ROAD PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION WITHIN THE PROJECT AREA FOR THIS ROAD IMPROVEMENTS PLAN. 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 OFTHE PROPERTY. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. UTILITIES: ALBEMARLE COUNTY WATER & SEWER (SUB201700117 -AMENDMENT #2) RIVANNA MAGISTERIAL DISTRICT R,° SI Rpq�<<S ALBEMARLE COUNTY, VIRGINIA P°L° NOTE: AREA TO BE ADDRESSED WITH THIS ROAD PLAN IS LABELED AS "PHASE IV ROADWAY IMPROVEMENTS" IN THE APPROVED PROFFERS. SEE SECTION 1.A. (TRANSPORTATION IMPROVEMENTS - POLO GROUNDS ROAD IMPROVEMENTS) IN THE PROFFER STATEMENT SHOWN ON SHEET 1A FOR A WRITTEN NARRATIVE. SEE "FIGURE A: BROOKHILL TRAFFIC PHASING PLAN" IN THE PROFFER STATEMENT SHOWN ON SHEET iB FOR A VISUAL REPRESENTATION OF THE AREA TO BE ADDRESSED WITH THIS ROAD PLAN. VOTE: SEE APPROVED WPO-2o18-00013, "BROOKHILL ROAD IMPROVEMENT PLAN PHASE I, STATE ROUTE 643 'OLO GROUNDS ROAD & BROOKHILL SECTION 1", FOR THE EROSION & SEDIMENT CONTROL AND STORMWATER MANAGEMENT FOR THIS PROPOSED WORK. SHEET LAYOUT SCALE: 1" = 200' ROAD VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS iB PROFFERS 2 BROOKHILL MASTER PLAN 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN 5 SITE, GRADING, & UTILITY PLAN 6 SITE, GRADING, & UTILITY PLAN 7 SIGNAGE AND STRIPING PLAN 8 SIGNAGE AND STRIPING PLAN 9 ROAD NOTES & DETAILS 10 UTILITY NOTES & DETAILS 11 POLO GROUNDS ROAD PLAN & PROFILE 12 POLO GROUNDS ROAD PLAN & PROFILE 13 WATERLINE PROFILE 14 DRAINAGE & UTILITY PROFILES 15 ROAD DRAINAGE MAP & CALCULATIONS 16 ROAD DRAINAGE MAP & CALCULATIONS 27A BOX CULVERT DETAILS i7B PEDESTRIAN TUNNEL DETAILS 18 POLO GROUNDS ROAD CROSS SECTIONS 19 POLO GROUNDS ROAD CROSS SECTIONS 20 POLO GROUNDS ROAD CROSS SECTIONS 21 POLO GROUNDS ROAD CROSS SECTIONS 22 POLO GROUNDS ROAD CROSS SECTIONS 23 POLO GROUNDS ROAD CROSS SECTIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SIGHT DISTANCE PROFILES LEGEND TOTAL SHEETS EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER ----------- ---- GREEN WAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING ---------- 200 --------------- EXISTING CONTOUR zoo PROPOSED CONTOUR 506.77 TC 506. 21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX e06.71 TW 506. 21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES APPROVED PEDESTRIAN AND VEHICLE ACCESS by the Albemarle County Communityty Development Department PROPOSED CONCRETE Date 03/04/2022 PROPOSED & EXISTING GUARDRAIL File SUB201700117 — amendment 2 (amendment 1 was redacted/withdrawn) PROPOSED FENCE OO OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEER 0 Vl Z O H U) F�1 W Ce Lic. No. 035791 11/2/21 z O � a k �Co w D O � Z J O U) F- > z w U) F- z w f U U a U U r 0 w a 0 w W W N \ \ Q ON N N � n � Q r� J Z M M Cn Q N Q O H O Cn U L N (n N Q LLI 1 J J Q I— I— O U) w -j p _ ::D O U O U i - cD W ~ O J U I - 0- I-- LLI W 1 M C � CO J � w LU O W O O ~Q U v' w J 0 OIM w w 2 JOB NO. flm 182150 SCALE AS SHOWN I ALBEMARLE COUNTY SERVICE AUTHORITY I II SHEET NO 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019114 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road (Improvements"). "Polo Grounds Road The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and for to the issuance of a CO for the 270th single family dwelling unit. The cash contributions Pn g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject 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, 0 and shall not exceed sixty-five percent 65/0 of VHDA s Maximum Sales Price for first -nine tY P ( ) homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty ( 120 upon written notice from the Owner that the ) daYP period shall commence P units shall be available for sale. This notice shall not be given more than nine 90 days prior O � ninety ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carnage 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 (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle CountyHousing Office. In each subsequent calendar ear, the month) net rent g 9 Y , Y 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3 /o . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing P q g Units may not exceed the maximum rents established in this paragraph 4B shall apply for Y P �P PP Y a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Ymg Y HousingUnits during the Affordable Term shall contain language recitin that such unit is gg subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P h' 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. hi lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for hi -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the fast annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the rofeed Cash Contribution due for the immediate) preceding year based on the formula contained P YP gY in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P 9 value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network,(collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first 1 CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( ) g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY , P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled `Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 SCOTT/R. C'ULLINSZ Lic. No. 035791 n p 7/12/21 AJ Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. L Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after zo the date of issuance of the fast (1st) CO for a single-family dwelling within the Project, the County a has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP gn P ) d k Owner shall be relieved of any obligation to install a traffic signal. U Ln Co 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 N property: p J a m A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's ,,HA w design standards for a Class B- type 1 primitive nature trail, shall be established within the V l Greenway as described within the Code of Development. The general location of the Trail Network H` is shown on the Application Plan; however exact trail locations shall be determined by the Owner / based on site conditions and in coordination with the County. Installation of the Trail Network W shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "BWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 w N � QON N v � �7 W W Z 0 Z w in Z i ti M M CY) N M i N O M N N Q > LL] J J > W 0 111-1 U i LLI D LLI LLI LLI 01-1 01-0 O N z Q Q O I--i I --I W U) Q 1 a LL z M ,.0 rckn V O J O 0- 1 M UJ O w Q LLl LL LL O IY d R rr JOB NO. 182150 SCALE N/A SHEET NO. 1A J \� PHASE I INTERSECTION IMPROVEMENTS INTERSECTION2 CONSTRURIv)NEW WESTBOUND /� ~-e.4 LEFT-TURNLANEONPOLD f ,`y + GROUNDS ROAD WITH 973'OF / N ' \ .• STORAGE -J F EXTEND WESTBOUND RIGHT -TURN - ODe� Ip ` LANE ON POLO GROUNDS ROAD PHASE II INTERSECTION FROM So' OF STORAGETO aoo'OF IMPROVEMENTS ° STORAGE • CONVERT RID MILLS ROADTOA RIGHT IN/RIGHT-OUTOPERATbN. INTERSECTION, CONSTRUCTASOUTI-ROUND C, ROADWAY, PROVIDING (4 LEFT -TURN AND (s) RIGHT -TURN LANE CONSTRULTANEASTBO UND PHASE LANE ON POLO IMPROIROAN IMPROVEMENTS, - GROUDS GROUNDS ROADW mrisR FEETOF STORAGE INTERSECTION CONSTRUCTA RIGHT4N/RIGHT-OU ROADWAYENTRANCETOROUTE, A PHASE II ROADWAYRWROVEMENTS CONSTRUCTA NORTHBOUND RIGH TURN / L LANEON US a9WITH aoo'OF PHA PHASE z D O STORAGE. IMPROVEMENTS - PHASE II INTERSECTION ' , ♦ IMPROVEMENTS - A PHASE I ROADWAY IMPROVEMENTS \ INTERSEC7I01,14 • CONSTRUCTNORTHBOUND - < "wY ROADWAY TO PROVIDE (1) LEFT tl a TURN LAW L v () RIGHT -TURN LANE i MEDIAN TO PAINTED,UND PHASEV INTERSECTION b '" / PROVIRESTRDE LENTO PROVIDE WESTBOUND LEFT -TURN / IMPROVEMENTS - r LA NEON ASHWOOD BOULEVARD 'OFSTORAGE. WITH -• /'! 't- Y 5TRI BOULIEPEEASTBOFI UNDAWOOD BOULEVARDAPPROACH A � O TO PROVp RIGHT 1e (q -TURN LANE ,t,4 �/O Fa B"su"B'Do .. / PHASE IV INTERSECTION IMPROVEMENTS__,_____ .�♦ INTERSECTION S e\ CONSTRUCTSOUTHBOUND Douai"T°u Rr-. PHASE I INTERSECTION PHASEIVR ADWAY ROADWAY TO PROVIDE (oLEFT- TURNLANEANDD)RWHT-TURN 'I,,L� MPROVEMENTS IMPROVEMENTS LANE • CONSTRUCTANEAS1a0UNDLEFT. TURN LANE ON POLO GROUNDS ROAOWAY WRH,.-OF STORAGE GUR : BR00KHILL TRA C PHASING PLAN n h1aF •b buy ..:1 ) !� --} ,-'(_ l I� r, � '�.o I \ \ C '. r J crsoss-svri,DUK DEsrR>\ \\w,,h -. __ ) EXISTINGTREEMEA � -TRAILACO PROPOSDOEDOTRA NPR04MVNTS-Wpra POSED ITRIq CONwOR RO�\ \ 2 ,\PROO ��((OSED IAnD F 1 ORO ALC CONNECTORR S 0 _ PROPOSEDP Nil / A/ PATHy/AYC E +� \ \� r I � FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT WITNESS the following signature: OWNERS ofTax �Map Parcel 04600-00-00-018AO: e/fT By: "I1 / X - CHARLES R. IEA GH BY: ,. i Ilyi. ZAVETa AQ OGL B.si� Y nKDGUU Date; -r zz Q / 9 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , /)�""s""%/ CHARLES R, HAUGH, TIUSTEE By: DOUGLAS B. OGLESBY, TRUSTEE Date: S—-�`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 By: Q.E.. Ann O. Haugh, Its President Date: " SJ 'Zot 9 Page 9 of 10 PROPOSED SALAMANDER CROSSING (3 TOTAL) r \ \ U \ N \ � D S \ � 0 / SALAMANDER TUNNEL ,s THI 29NVERTED RETAININ G WALL jND CULVERT FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT I � VELEMENTARY SCHOOL 1 , FIGURE E: BROOKMILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia c/cco�orporation CD By: QJA,., - /— AA4! d a.,& Am 00�.,Haugh, ' Its President Date: ," try F, ';ID1 9 OWNER of Tax Map Parce104600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: Q..-41 0- 7,-,431,74 ,7 L Ann O. Haugh, Its President �� Date: t!23t 5; AO / 9 Page 10 of 1 I ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS the application to amend the proffers that were approved with ZMA 2015-00007 for Tax PP P pP Parcels 04600-00-00-018A0 04600-00-00-01800 04600-00-00-019A104600-00-00-019A2 04600A0A0-019B1 04600-00-00-019B3, 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 ID IH 6 and 8 of the Proffers that were , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and P b , WHEREAS, on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. s.x 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup Isors Aye Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKee) Y Ms. Palmer V Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOEIML APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: haystack Corporation, get ( By: Andrev cGinty, Its President Date: S L3/Zd /aj BROOKIIILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: Alan R. Tay Ior, is President Date: � �I/1g Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved h i the remainder of funding P PP 9 necessarycomplete the connector road to be awarded to lete p 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 b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. PP P P 9 NOW, THEREFORE, BE IT RESOLVED, that the Albemarle 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. Clerk, Board of Countolpervisors Aye Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y SCOTT/R. C'l�-LLINSZ H Lic. No. 035791 n p 7/12/21 ,tvJ z 0 J 1 GO Z � N O z p J Q 1 to > W z 1 • Vl u I I W 1 r; W N Q CY, N 7 n L9r M M ICY) � Q N Q I� M O 1 I--i N H� � WW N Cn N Q W W 1 J J Q W O 0 U) � z LU 01-1 z L L ZD 0 U � 1 LL W w O - C0 J O Ul - a- 1- W Z1 �W�// M VVW v`LL J (rrnF J � w O LU O N Q W V Lu ti ~ 0 a W to JOB NO. 182150 SCALE N/A SHEET NO. 1B H OFF NOT SCOTT R. LLINS"Z __ LiC. No. 035791 THwp�pQ}, c2 J PROPOSED TRAILHEADACCESS AREA T V-`•qRb C� l PROPOSED ASHWOODBOULEVARDCONNECTION — THOR UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT - J y cJ l Z Z III ��a� 7/12/21 G �S 1Sl S F OR R MORE INFORMATION REQUIRED BUFFER \ PPO N o LLW W z ZONAL E PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO rr. �� *_•, / c� % c] r j CO TRSING ACCESS THE MULTI AILWA \ S ya HWOpp a -USE / `j W J LlJ O OO BLP Z w ^\ \LU C � o LAKES �Q \ ` : \_ NEIGHBORHOOD C T \ QJ r II I SITE Z x W w ROUTE xg IMPROVEMENT _ \` • 4 135- 00 SW` O p sp ` ~ O _ SWIM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER. o EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� c \ - � R O M RO 7Z<S q0 � UI m Z . Z U W u Ln m pill' CONNECTION TO FOREST LAKES r ¢ i ---� --a, PO Q rm J p I - , PROPOSED © Il n) / I' ALBEMARLE COUNTY RESERVED STEEP SLOPE o > PRIMITIVE BLOCK 1 TRAILWAY 3 ) (TYP.) Q, 0 o V N�l z C ° Z o m n - -- TRAILS (TYP.) VICINITY MAP: SCALE: 1" = 2000' h� � DEVELOPMENT w g o AN COURT 3' O O o¢ J O w GENERAL NOTES / AREA (TYP-) OWNERS: TMPo4600-oo-oo-oi8oc TMP04600-oo-oo-oi8Ao< Q IIII R. & BLOCK 15 PIP ,�� --- - - ,' �' '- - vd�• _ I ` " - _ \ - % 1\ HAUGH, CHARLES R. & HAUGH, CHARLES E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK ST SEMINOLE TRAIL m -0 /// ' =' <. �. I ` 43S 2575 CHARLOTTESVILLE, VA xa9oi CHARLOTTESVILLE, VA xx902 z Q T.M. 46 - 188 HORNE LAND CORPORATION ' - ''' L - _ "'" - W < w - _ c, a TMP o 6o0 o0 o0 of oo w ----- ` ``" ... P. -'. / ------- / SPPENACE Q CROCKETT CORPORATION E GO HAUGH & H LVIN z w Ul 41.. (T.\,p) mac\, ��`--�. 435 PARK ST V) � w t f I -_ ,. „y BLOCK 12 I PROPOSED CIVIC SPACE- �.�0 ' \ --. - �P � CHARLOTTESVILLE, VA x1901 f7 z C7 z s q> i BLOCK so � i a `� 4 ;- EASTERN POCKET PARK (LOCATION TO BE DETERMINED j �O�'+ 1 O - ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4555ECOND STREET SE, SUITE yoo O w O w O U EXISTING ioo-YEAR � -�\\\ WITH FINAL DEVELOPMENT PLAN) "• -� CHARLOTTESVILLE, VA 22903 W x W = Z_ z _ FEMA FLOOOPLAIN(TYP. , _ ,-- _ PROPOSED VEHICULAR -- - INTERCONNECTION ACCESS \/��y ENGINEER COLLINS ENGINEERING ` zoo GARRETT ST, SUITE (./) z J a � z ~ z O z O z g BLOCK �PRO 9 \°•o ---- IVE III - - ' '" CHARLOTTESVILLE, VA xxgox Z O g m v, p _ - \ ` /, - T AY = > \ �. `•. `' ,1 _. ' MOOT - TO THE MONTGOMERY - ' o' MIN. NATURAL BUFFER ' 0 � f m k Ez z z ROUTE z _ g �. \ . ° � r r _ ^C� , ;: \\ , a / '' J , : - °°ir/ ".: ( i' RIDGE NEIGHBORHOOD ; r' "� o TAX MAP &ZONING: 0 600-00-oo-oi800 0 600-oo-oo-oiBAo 0 600-oo-oo-oi oo 4 4 4 9 I u o o w w f S F Q 0) N IMPROVEMENT .. PATHWAY .. .. ♦� a .d I i \:,: �,:.,� ' 9 .,.:.Y OPEN / # ' �_ ' / OA D.B. 73-4 PG. Ego D.B. 1333, PG. 450 D.B. 731, PG. 690 r"� W a m S o O f o u z w '--- 1' - R PO EDCIVICSPA CE .�, \', SPACE ALBEMARLE COUNTY R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL o z � W f i . `, (TYP. i BLOCK 11 GREENWAY �- e a � � .,h \ �. /,, i / MANAGED STEEP SLOPE � / (Typ) 1 p RV- TOTAL PROJECT AREA: 04600-o0-oo-oi800 - 42.55AC. u w a z w n z O O ROUTE xg P„I ;;, (l'YP.) - ♦, :.. \ '.',' / M ��=�<.�^ Op0 j )� " ~\'• • "` 04600-oo-oo-m8Ao - 27.29AC. g g z IMPROVEMENT i ;_ � .., ', ; _ e _ .. R(TYP •� ..� '' .: G AY ,� �.: ----- BLOCK 1B G E$ \i oy600-o0-oo-oigoo xo7.66 AC. TOTAL o 0 � 0 SWM FACILITY#z Iii PROPOSED 5o BUFFER ._.- GREEN AY (TY) °� �0,'0- UPLAND PARK ". \ \� `< y1T°'ft ,o��,ee ... _• \ c' , -� - r� _ 6�`'p N� z oAC. 775 PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w N �ii a w N Tii s U < z AROUND VDOT STORMWATER- I MANAGEMENT POND ) y: _a �_ EXISTING ARCHAIC WOODLAND "-.,� \ \ �`,� CAMPSITE AREA TO BE PRESERVED ! �"' DEVELOPMENT AREA (TYP.) M\L - O ti� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY UNCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY ao15. z g L9 z , �- \ J - '�' I r /,,,. , Wiz, \ . '$ '" '`" ,n • _ ...7, < BLOCK 16 ��,:a'.,,,., , ,, � " - �H BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARC xoi . 5 p M � � � �......q '�,C°. ' � ,: \ e• / . / % l,, DATUM: NAVD 1988 C ) z9 0 EXISTING ioo-YEAR .r,,,e - 0 i TREAMBUFFER(TYP. • d k \ FLOODPLAIN(TYP. •o - UTILITIES: COUNTY WATER AND SEWER CV �J I BLOCK �" 'S / / � FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w v, v, m co Iv ® � O il' PROPOSED RIGHT IN-RIGHTOU r¢ q z i �� ___ BLOCK q - \' r ' ( DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s e - It INTERSECTION IMPROVEMENTS. w SEE BROOKHILL TIA REPORT S Z .� �,,,, / \'. TRAFFICCIRCLEROUNDABOUTMAYI ��� _ I ALBEMARLE COUNTY ,'A....:•-->- �--- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0 0 0 0 0 0 _ FOR FURTHER DETAILS: '', MAIN STREET _ BE CONSTRUCTED AT THE ���PRESERVEDSTEEPSLOPE� "'-, �� f' `^ MONTGOMERY RIDGE 1-1 3 BLOCKS ' i%';:> NOTES: vi j ii BOULEVARD ENTRANCE •.-r•. 3 INTERSECTION OF MAIN STREET AND (Typ.) - , THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 r / NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. CD Lu Z I OPEN - )� '\ �' _ - jt � ' � �` z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 (V / /1 Q SPACE i OPEN - - DETERMINED WITH THE SITE PLAN PROCESS Z N l/ J - TYP. ' (� ) �• .a �'% SPACE ,,yy\ c ' T/ > 3 ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWITH Q (TY F. _ ` ,,,; ;- ' '_'� '� 4y O ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J \� T 2 BLOCK1 I I EXISTING PROPOSED ' ���.../// OR FOREST LAKES. / LLJ I FLOODPLAIN (TYP.) s.: a, RIMITIVE ,�� £' 4i �d S THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN I T.M.46-i8D ! n° ( TRAILWAY ,' 2 p� O J V) CRAFTON CORPORATION _ I •, I BLOCK . O / G OP O C�� 2 THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 Z J Q Q 2 F DEVELOPMENTAREA BOUNDARY (TYP.) \ • �/ (� f�VO 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN EACH PRELIMINARY SITE AND Lu Q 3 - - - PROPOSED NEIGHBORHOOD CENTER i _ TO I \ / IMITS OF PROPOSED REZONING c- L ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FORTHE C Z 0 J / (LOCATION BE DETERMINED WITH FINAL DEVELOPMENT PLAN.) 1 , BLOCK 1 p � _ Z � PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. �. LLI J i� # ® - - - _ _ _ �, _ - - - - _ - _ I r v ` ti--'- ^f '� I 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q U ,--, � LL Q PROPOSED zoo' BUFFER ALONG RT. x BLOCK • : s C��1w �+`�. � � �I � -" • �''* `" HISTORIC ' `-� , ,. INUNDATION ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O L R O G G SAFETY ACTION PLAN. � LLJ ce Z - � v , w 7o' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER' 4 ) (. ±ACRE �w•BROOKHILL PARCEL BLOCKS �.-__BLOCKS �, ' ��\�`\� �r� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C Ln J J (Y 0 7 Q ALBEMARLE COUNTY " " �/'�{ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- < L NOTE:APROPOSEDMULTI-USE PATH APPROXIMATE LOCATION OF MARKER FOR THE _ ' _ ANAGED STEEP SLOPE {Z,,, \ �. r �' \ i� - TYp GREENWAY -\S ( ) -�J / / 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, Q J IS PROPOSED BY VDOT ALONG THE " ROUTE FRONTAGE OF THIS ` HISTORIC BROOKHILL PROPERTY; \ + - - ) , _ �) . J (TYP. I `• 1 MANAGEMENT, AND EROSION CONTROL MEASURES AS NECESSARY FOR THE I DEVELOPMENT. ,••r U O i--i 29 4 PROPERTY. PATHWAY TO BE u - - _ _ - - - _ ,,. ,, , ., ---�� / ,� : \ `� ' ', PROPOSED zo' BUFFER �,. + ... .% �) '. \ • -❑� ',, /-- __ 1 io. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A O W F- LOCATED WITHIN THE VDOT RMI. '� I �1'i - .:.',',%7,x-; �.�^'.� j I LOCATION OF EXISTING ��,: 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. (:/) Y (n `J O ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q w O j, UNN CEMETERY TO " BLOCK 1 w ab_, �:, ° 9 i'' �v ..III fi DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. u Q O E2 REMAIN LOCK LINE (TYP. �' + NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z CD I �•. / BLOCK G ALBEMARLE COUNTY ' ,° AND EROSION CONTROL MEASURES SHALL BE ' LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES f^ Q ul (n O m BLOCKS PRESERVED STEEP SLOPE i to ROPERTY BOUNDARY (TYP. 7 L z ^ CL w NOTE: AREA WITHIN THEzoo'BUFI t i D ) (TYp I - , ) l; BLOCK "'', • • I" •. .+ VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q Q LLI I / AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED % ` O EXISTING ioo-YEAR Y ` / - I ®OPEN SPACE A l I �I i z m M ACCORDANCE WITH THEPLACESxN 9 FORESTED BUFFER REQUIREMENTS '; EXI - f HO DEVELOPMENT FLOODPLAIN (fYP. " �` -' -- ING BIR KHILL ' AREA (TYP.) 1 • I OFi THCENTURY - `'' SE TO REMAIN 9 \' '•••°••,) •••° rP`°- , •• WITH HOA APPROVAL A io' MULTI -USE PATH ,�� SHALL BE EXTENDED TO THE ENTRANCE OF _ - 7 - - GREENWAY IMPACTS& PRESERVED SLOPE IMPACTS � WETLANDS J J � (� � Q fOF BROOKHILL \ MONTGOMERY RIDGE. THE HOA WILL NEED ,�;_-L �3 TO APPROVE THE TRAIL AND EXECUTE ALL w �a °o• BLOCKS DEVELOPMENTAREA j' i �' \ / BOUNDARY* P.'� EASEMENT DOCUMENTS ALLOWING THE _ _ _"\ 1 L THENTSOKHILL PARCEL WITHIN &THEiILL CENTURY � HISTORIC HOUSE & THE i9TH CENTURY COMPONENTS OF v EXISTING ioo-YEAR l =1 F/�' r -1•pR CONSTRUCTION OF THE MULTI -USE PATH ON HOA PROPERTY. -" BROOKHILL i LLI FEMA FLOODPLAIN (TYP. r OPEN A p SPACE OPOSED zo' P MULTI -PURPOSE TRAIL'; 5 1o' MULTI -USE PATH TO BE CONSTRUCTED ALONG ij PRIMITIVE TRAILWAY O �yP) _ e THE NORTH SIDE OF POLO GROUNDS ROAD C°fil Un . epartmeDt '-" '7 /{ PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL ,•'. FOE# �,'� - KJ V ROPOSED PEDESTRIAN TUNNEL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION AND STOPLIGHT. ' t' g I� r 5 °< FORK Ap rovec _ Supervisors 0000 EXISTING ioo YR FLOODPLAIN O � SEEBROOKHILLTIAREPORT ,' ,. ° �I ' Yis�'4�s� � I , rl` , I�I POLO ---_- PROPOSED IMPROVEMENT TO STA GROUND Oi1"CN R\VER S NNP D81 }" N FOR FURTHER DETAILS !, POLO GROUNDS ROAD FOR fRT 643(p8R0Ap($O) - TURNLANES- SEETHEPOLO R\vP ...... STREAMS JUNE 15, 2015 �-- { 482, P --- GROUNDS ROADWAY - aPlflef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J IMPROVEMENT PLAN GALE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE u FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- zoo o zoo a00 800 io' MULTI -USE PATH n - , w w _ SEE PROFFERS FOR FURTHER DETAILS )rCROCKETCORPORATION PROPOSED LOCATION OF HISTORIC MARKER o_ JOB NO. 182150 T.M. 46 - z8C _ _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. / ( FEET) *� SHEET 1 OF 1 _ - SEEPOLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFIC TIA. h 1 inch = 200 Pt. /'� PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 c \ \ 370 -366 I I I \ 1 \\� V A 1 1�111 111 1A1 e \ \ EXISTING ROAD DRAINAGE SYSTEI 1 \\I \ EXISTING VAR. WIDTH PUBLIC I 1 \ \ \ STORM DRAIN EASEMENT \ D.B. 5121, PG. 644-675 I pTMPA _— \ — `— — — -- --9• — / / — u o46o0 0o o0 oi8z 00 oa8fo XISTING PR ERTY LINE (Y \)CHARLES R HAUGTMPo4600-00 -CHARLES R. &ELIZABETH ANN &E.J.OGLESBYJR. \ \ OGLESBY HAUGHEXISTINGVA WIIDHPBuc 1Ir'N SZD.B.549z, PG. 47 STORM DRAIN SE MEND.B333, P. 45 91 5 45ACRES D.B. 5i, PG. 644-675 2 CS — XISTING iz" SANITARY SEWER TOREMAINV EXISTING STREAM -EXISTINOm I G 3i A E \ ---- —EXISTING TREELINE (TYP.) _D.B. 5121, PG. 644-675 EXISTING 30'PRIVATE LANDSCAPE BUFFER EASEMENT L 6 \ p \ p / I D.B. 123. PG. 644-675 \ — — — —� _ = = s Q Q y \ \\ EXISTING SWM FACILITY EASEMENT__ — / / EXISTING VAR. WIDTH PUBLIC I 5 _ - _ (,� S \ I\ D.B. 5izi PG. 6 6 — / STORM DRAIN EASEMENT S m \ \ \� = — — — —44-75 — / / / / y/ D.B. 5izi, PG. 644-67S / EXISTING R/W (TYP.) / \ \� \ EXISTING EDGE OF PAVEMENT TO BE— \ \ EMOVED & REPLACED WITH THE-- pWATERLIN E / / / A \ IMPROVEMENTS TO POLO GROUNDS ROAD �� — LLL�� V) — -- — __ _ EXISTING VDOT STD. CG 6 EXISTING io'_ ` — — — — — C — — \ \ �� - — 00 \ASPHALTTRAIL — — / /\ / / — — — I a \ EXISTING POLO GROUNDS ROAD- _ — — — — / v / / — < \ � \ PHASE IIMPROVEMENTS — — — — — r / h / ` — a EXISTING VAR. WIDTH PUBLI _ _ — — — w' �� 27+0 STORM DRAIN EASEMENT �� �— W o \ D.B. 5121, PG. 644-675. Wes, \ \ \ o — Lnj �— __ � / XISTING FIRE HYDRANT 24,0 _STATE ROUTE 643 POLO GRO25+00 UNDS ROAD_ — — — — — — — _ Z w L z w--'�w-- ---_�- _ — _ - P — - - _ � _ IDTH 45 — — —_ _ 3 1 i — B. 2 — �ti _ ® _ ---- 23+00 — — \ W 5 D SPEED 61T H �_ \ o F Lu w� / ----= — \ Lu Z < I __� / EXISTING 24" CMP CULVERT & HEADWALLS I I 1 \ EXISTING EDGE OF — — — — .. w \ 2 _ _ U -M \ __ --- / — — — � TO BE REMOVED &REPLACED \ PAVEMENT TO REMAIN — / 0 0 — � J P o — \ - - — -- 9 \r�` 5 XIST NI G FIRE HYDRANT — — o — 1 0 0° Oo O CO)-� U° — \ _ 1 EXISTING GUARDRAIL _, ° Q RO F — — — — i 0° ° — QO �i ® / I TO REMAIN 0° QO ui a O GROG MPN — — — — — 4 \ \ — / O OO ^I� \ / / (EXISTING VAR. WIDTH PUBLIC � / / / \ \ \ � �C� 643POL \�,35 zoo — — = — — �� I \ - - — — — \ \ STORM DRAIN EASEMENT / / / / / / \ \ \ \ �- a w EEO - 63 / / — D.B. 5121, PG. 644-675 \ )� �NSP PG2 — ---� / \ o-- �J\9gas / / / / — _ — / / \ \ EXISTING VAR. WIDTH PUBLIC / STORM DRAIN EASEMENT — \ Oo -EXISTING ioo-YEAR FLOODPLAIN (TYP. / i N N EXISTING SWM FACILITY EASEMENT \ / s 44 7s \ CROCKETT�Of�PORATION D.B. in PG.6 6 v \ - - / TMP o4600-00-oo-oiBCa 79-5oACRES / / / \ \ DB 6zz, PG i93` ` / / \\ / / \ GRAPHIC SCALE \ Q — — —j o_ s5— - -30 6o Co LL / (M / / ------ / / ( IN FEET) CV 1 inch = 30 ft. d- z (M v TMP 04600-000-oo-ox8Ao v v v v \ \ — -0 v v CHARLES R. & ELIZABETH ANA} OGLESBYHAUGH \\ \\ \ \ --/ / / \\ \ \\ \ \ \ \ \\ / / / / / \ \ — -___/ // / / //// / / No A \ \ \ / W D.B.1333,P CN Z z5— 92A ACRES / N Q / / d—EXISTING 30'PRIVATE LANDSCAPE BUFFER EASEMENT' D.B.5iu,PG.644-67� / �2/ �/ / / / / \ \ 1 A \ \ V A \ \ v v — / / / / / / / / / // // \ \ \ / / / / / / / / / L O - / / / / / / z v v— v / //�/ J r-r /// J_ — — _ �k� / TMP o4600-oo-oo-oi8Ao — — — = ��— — — — _ — 6 / / 386 I I 1 \ — — — — — — / / / CHARLES R. &ELIZABETH ANN / — / /i � Q / / \ \ \ \ \ \ \\ / \ \ \ / / / / / / i// // � O OGLESBY �IAUG�i / / / / / / / /i � —lJl — EXISTING Lu 333 45 // XISTING EDGE OF PAVEMENTTO BE \ r EMOVED &REPLACED WITH THE V A v / / EXISTING TREELINE (TYP. 29•92 ACRES / /_, % / �i / IMPROVEMENTS TO POLO GROUNDS ROAD \ \ \ \ \ / / / / \ \ -- - / / / ' - J _ / 06 Lu lLu XISTING STREAMLu 979 EXISTING R/W (TYP. — — — — / / \ \ \ \ — / — / / /i/ / i/ / / / F- O O _ — — — — -EXISTING o' PRIVATE LANDSCAPE BUFFER EASEMENT _ - / / / / / / / / / — _I U D.B. 5i2z- PG. 644 675 — — _— —_ —_ _— -------- REMOVED _/ / \ \ \', ! �j ' EXISTING EDGE OF PAVEMENT TO BE — — — — — — — — /� / / / / \ / REMOVED &REPLACED WITH THE � Z — / / /\ i / / // 'IMPROVEMENTS TO POLO GROUNDS ROAD XISTINGiz"SANITARYSEWER TOREMAIN- - — — — — / / // \ — / 38� /� �/i / / / / ° w \x \ \ e — — — EXISTING STREANr \ / / / / / w � 30+pp A — / / / a \ \ — — — — _\ \ \ \ EXISTING 18" CMP CULVERT & HEADWALLS — _� �_— — _ — _ — — — — — — _ _- — — _ \ /� — / // / / / (1/') r-r TO BE REMOVED &REPLACED � i / X _ / — — \ ) \ \ \ \ C — — — �- — — ° / — _,EXISTING z CMP CULVERT &HEADWALLS= _ / TO BE REMOVED &REPLACED \ / y / uj Lli — / — — — -EXISTING GUARDRAIL ° O\ TO REMAIN EXISTING EDGE OF - TO \ — — / /� �i / i / \ \ / — — — — \ PAVEMENTTOREMAIN, — \ \ / �\ ` — / — J 95+00 / /i— (I��/ LL 32+00 --/ //C%YCo/�/ // W 0\� _ —33+00 w — �� /_ / / / /j/ / — N Q 9 �\ \\\ \ \ \ >o STATE ROUTE 643 POLO GROUNDS ROAD — ��/� / WIDTH=50, SPEED LIMIT= — — — /CO) 45 MPH- pp _ — EXISTING EDGE OF w D.B- 481,- PG 3 _ _ _ — _ PAVEMENTTO REMAIN - — T -- — — _ �- / w 0 — — /i i — J f� —� — / EXISTING GUARDRAIL JOB NO. TO REMAIN CROCKETT CORPORAro� _Tf—j_— 182150 \EXISTIN if o oo-YEAR FLOODPLAIN (TYP. — _ _ _ _=TM4 oo40�0_�--Ol _ — — 50 / SCALE / — - -- — — — — / rr 79.5oACR€S �� / 1 =30r � v v--- — — / - D4r PG � -- SHEET NO. \ \ XISTING PROPER Y LINE (TYP.) TMP o 600 00 00 0 \ \ ^^�, TH "TER \ \ \ \ / / PORTION OF EXISTING — - — — TMP o4600 00 00 o2g68 I y WY ODD I o % ASSOCIATION C. __- / / R/W TO BE VACATED-- , CROCKETTCORPORATiON o W v C V A \ EXISTING ai" SANITARY / / A D.B. 6 PG. 2 6 / o C, D.B.5512, PG. 0 \ \ SEWER TOR / \ / i 3 VV A \ / / 534 " y \ �, / � v v � y �SCOTT R. LINSZ EXISTING STREAM \ �\ \ / / 0. 2ACRE- �� s \ v o vv _ �� / 11g 69AC�ElS� / � Lip. No. 035791,E W / o \ / EXISTING PROPERTY LINE (TYP. w 11/2/21 TMP o- 60o-oo-oo-oi8Ao _ T C� EXISTING STREAM 4 1,/ / / \\ ° �0 I EXISTING ioo EAR FLOODPLAIN (TYP.) U / / / W y1y y y SS70NAL S CH RLES R. & ELIZABETH ol / _ EXISTING 12" SANITARY SEWER TO REMAIN EXISTING TREELINE (TYP.) / ANNOGLESBYHAUGH / /— \ _ D.B.1333, 13,450 i - s I /- — — —�\ \�_� o ,.ING o' PRIVATE LANDSCAPE BUFFER E ( ! / / Oo po Oo po ASEME � ! �-- 29.92 ACRES D.B. iu P _�i—' — 5 Apo EXIST � A NT 9.9 - _ � = 5 G.644 6751 EXISTING R/W (TYP.) ' / �Yf W y EXISTING o-YEAR FLOODPLAIN (YPJ�/ // � ��\ �///'� '�� / - � _��� — — \ �v v � � — � / / � � w EXISTING EDGE OFPAVEMENTTO BE REMOVED & REPLACED WITH THE IMPROVEMENTS TO POLO GROUNDS ROAD S EXISTING PROPERTY LINE (TYP.) // /// / �/ / i ' \ / c i / — \ / �� — — W i v z l EXISTING GUARDRAIL - - - nvrrPorc �.= Z at g 30 / / TO BE REMOVED - -- _ — / O _j � 0 > 43+00 — U - / 44+00 EXI 'w U f Q _ — V1ca I� 38 380 / / / / i� / G O LIJ -0 / j Woo E OUTE 3PE LIMIT' H--L- - -- � Ln � � � —i _ ( 4 - ~ q wa / - Op / G STA pTH=50 S ED _ - — -- — �V — — — — EXISTING y8" CMP CULVERT - ) 0 � 63 M - — — — — —_ s� o E E PAVEMENT Op /J� J p.B•4g1P; i \ I TOBER O REP -�� m Ln XISTING EDGE OF PAVEMEN / 40+00 - --- — \ \ E� & -- _ . ¢ > _ \ —� 1--1 _ — — _ - \ EM LACED- \ \ \ z � REMOVED &REPLACED WITH THE \ 6- � T i _ IMPROVEMENTS 39 o / / / - - \ — \ \ — POLO GROUNDS ROAD- � / \ J C \ W a �A �" �� I LLu r)) 1i Lu U_ > o l / / / \ \ \ \ TO BE I WIDENED IN THIS AREA \ Z --- 3g+0�� � - � z 37io / \ \\ TOREMAI GUARDRAIL EXISTING GUA rf1 / Op — / / — _ _ -- _ ——/EXISTING72"CMPCU ERT&HEADWALLS_- V �VAV V A N / / — — — — REMOVE & REPLACED XISTING STREAM TO BE REMOV \\\ \ \ \ irn _ — rn- 9 �— — — — — — EXISTING EDGE OF _ �_ _ -- — — / EXISTING STREAM - — PAVEMENTTO REMAIN \ ^ aQ — - - -- -EXISTING GUARDRAIL EXISTING PROPERTY LINE (TYP.) — — — . m - TO REMAIN \ \ \ \\ \\ \ \ \ \ \ \ / CROCKETT CORPORATION \\ \ _ _ — — — - � -- --- -- -- -- - - TMP 04600-00-0o-o18Co /W o ACRES DB 62PG 1 V v V \ 4, 93 �I V A� III v v �A \ A\L9 Q ti J c� a, m rn Q TMP 04600-6o-oo-oigB8/ y I I \ \ v v CROCKETT CORPORATFON ® CAPHICCAL�- f D.B.5346iPG. 2�6 / �� � 1 I I I I I I \ V A \ v v 30 o 5 3" 6" __�� _—___/ /// // / //// // �� v / rn W / 11 .6 AC E/S / o � /// / W 9 9 /I� w I II \ / / j/ / \ /04 / EXISTING PROPERTY LINE (TYP. _ _ / / / / //// /�j / /// N Q I v i _ / / CoJ I I V A - 1 inch = 30 ft. )DPLAIN (TYP. EXISTINGS STREAM W y WOW \ \ \ �\ ( ) / y W y y I I I I I \ MONTGOMERY RIDGE OWNERS ASSOCIATION INC \ \ \ W I \ o� W I 1 C/O W LLIAM J DALTON j// / I O — - -�o� TMP o46Do 00 00 000Ao / %/ //i /-/ - ROPO ��/ J 4.10 ACRES , \ — // // / / / i i // i ' (t\OG� / J / \� \ O R� �CRI�� -EXISTING \ s s DB 102 PG 2 Q SEWER TO REMAIN / \ 4 47 VB I O �� \ // / ' �\A I 0 iivv�� I I I I \ L9O C!) EXISTING EDGE OF PAVEMENT TO BED \ �cp\� S A _ v v v v /// // i I \ \ A \ J 06 / G coMM$ / / EMOVED & REPLACED WITH THE \ � v _ v v _ _ _ — — v�3 v v _ v v v v / //// //// v ' \ V (n IMPROVEMENTS TO POLO GROUNDS ROAD \ — — \ \ \ \ \ _ EXISTING 21" SANIT RYA 45 SEWER TO REMAINLu _ C LLJ XISTING EDGE OF PAVEMENT TO REMAIN / ul TD 48" CMP CULVERT ) a7+00 / — �� = _ _ _ _ v v - // // \ U) O } (3.SA4Py CDRf�E- )VED &REPLACED _- c L u Oo 48+ / �� _ - �� _ y v / / / Z �I _ 00 I —I Lu p v - / / — _ = — \ Z Lu v v cl- \--_ x / / v V A \ U�_ CO lO W 'A EVEV MENT--r / ~ ( \ s \ \ QO - — _ \ \ \ -- - — — \ Lu THIS AREA / Q \ \ \` EXISTING EDGE OFLu \ \PAVEMENTTO REMAIN 3�� \ — \ — — — _ \ / _ — -- 1 / EXISTING STREAM \ \ \ \ ` \ \� _ _ EXISTING PAVEMENT STRIPING TO BE MODIFIEDWITH \� \ \ I — — \ I \ \ THE IMPROVEMENTS TO POLO GROUNDS ROAD \ \ EXISTING GUARDRAIL p \ I\ TO REMAIN \ ------ ---- _ ---- --- -- \ \ \ _ - _ _ \ \ E ROUTE _'_>-- z» \ \ \ \ O uj �� A WIDTH, 643P��� -- ��, vv A v o 11Z \\ 1 \ _ \ \ \ \ \ \ \ XISTING TURN LANE TO BE EXTENDED - �SO. SPEED O GRDUN- ,� \\ \ \ N \ _ Q \ WILLIAM A WELLS \ \ \ \ _ \ - 481 P T-45M ROgD \ \ EXISTING PROPERTY LINE (TYP.) \ p Op \ `'`5 \ \ \ TMP 04600-00-00-023Ao \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �63 PI l` / \ EXISTING 22" SANITARY SEWER TO REMAIN 4.79 ACRES \ \ \ \ \ _ \ \ L F DB3977,PG52o \ \\ —\— \\\ _ \\ o w \ \ \ EXISTING zoo -YEAR FLOODPLAIN (TYP.) JOB NO. �NA \ QO v v v v v v v v v v \ 182150 _— — —_ SCALE \ \ \ \ \ \ \ \ SHEET NO. � v � 1 „ 30' oo 000 ov p� �� � � \ 4 -� \ \ Op op z E -i up 370 TIMP 64600-oo-oo-oi8E2 TIVIP 04600-oo-oo-oi.Mo -77 CHARLES R. HAUGH CHARLES R. & ELIZABETH ANN &E.J.OGLESBYJR. EXISTING AR. WIDTH PUBLIC, OGLESBY HAUGH- EXISTING STREAM sc LJNS Z d 7 1 N EASEMENT , D. 0 , , "? I ) U. b. 5121, PG. 644-675 XISTING 12" SANITARY SEWER TC D.B. 3-333, P. 450_--� D.B. 5492, PG 6 S ST V .4 T.RMDRA 5.45 ACRES j TIE IN TO'EXISTING I REMAIN , FEES sse ---- - ----- lo'ASPHALT PATH 'GRASSSTRIP-- ROPOSED3 *03 7 REMOVE PLUG & TIE IN TO _)�EXISTING30'PRIVATE LANDSCAPE BUFF' ME EXISTING 12" DI WATERLINE 0�11 �5 /' _R EASE NT PROPOSED22" CL. 52 DI WATERLINE — A �u �J70 X D.B. 5122, PG. 644-675 PROPOSED VDOT STD. HR-:L 2 PROPOSED VDOT STD. CG-6 (TYP.) /_CH� 2 (TYPE 111) HANDRAIL _:Z-_EX_lSTING R/W PROPOSED MODIFIED VDOT EW-2 RO POSED 3.o'ASPHAI EXISTING 2o'ASPHALT TRAIL TIE IN TO EXISTING CG-6 CURB & GUTTER INSTALLED W/300WINGWALLS z \ , tip � �l - C:_ WITH PHASE I POLO GROUNDS ROAD IMPROVEMENTS F- EXISTING FIRE HYDRANT - __ - — — - — — — ____ z -EXISTING 12" DI WATERLINE 0 u EXISTING VDOT STD. CG-6 U) U) EXISTING POLO GROUNDS ROAD— EXISTING Rl�z ------- - ------ < PHASE (IMPROVEMENTS - ---- ---- --- ---- 12 u 26+50 27+00 27+50 < --------- -- 0 6 EXISTING STREET SIG EXISTING VDOT STD. CG- W ------------- - --- 26+00 Lu o 3 ---- -------- W ---------- 28 0 0 W 5+5 _j F ----- - ---- -------- 13 �+oo 0 u I ICI7�/ w --- -------- Z// Ln 2 \\EXISTING FIRE HYDRANT w ------------- 369747,Ta�� 25+00 -------- L� R+so > u -------- - --- w _G_RNUNDS ROAD----�— Zu 2: < ------------------------ 0 1 '24+50 -------- — ----- STATE ROUTE 643 POLO Ln Co 06 EXISTING S --------- 0 z _IP- F/C. ED LIMIT=35 MPH 0 1. PROPOSED SPE 'n =, " --- VAR WIDTH Z 0 50 0 < u 0 23+ Lu > Ln F- 0 ---- C� �1� --- q I _)� EDGE OF < EXISTING Lu STA. i PAVEMENT TO REMAIN, O_�O 0- 0 a (0) --- 2,2+00 PHASE 2 POLO GROUNDS ROAD CONSTRUCTION go 'n 4+90 0 L �zo I _>�_ a 0/ T ) 0 REMAIN O� uj --- ---- PROPOSED MODIFIED V W 2 - ------ O\J\NV fIDTH PUBLIC DOTE - w Lu 0 (11� 0 EXISTING GUARDRAIL 50 EXI STING VAR. W Ln STORM DRAIN EASEMENT W/30'WINGWALLS C3 > )\-OLu \)C EXISTING POLO GROUNDS ROAD ------- D.B. S122, PG. 644-675 rnr ro PHASE I IMPROVEMENTS PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET , z ROTECTION WITH FILTER FABRIC UNDERLAYMENT ?,ro tk-- L-12'lW:i-8',W2=14',D=i'MIN. J, EXISTING ioo-YEAR FLOOD. -All 0 Z CROCKETT CORPORATION TIVIP 04600-oo-oo-w.8Co - ----- - 79.5o ACRES d D13 624, PG 3.93 CY) < _j L9 Cl? Ila_ (y) - ----- - CHA GRAPHIC SCALE z, TIVIP 04600-oo-oo-w.Mo --------------- 00 RLES R. & ELIZABETH ANN 30 60 ZZ OGLESBY HAUGH _-4 08' 3 10 —1 1 1 5 1 C) LL] D. B. 3 �Z NOTE: CY) .333, P. 450�------ ------ �406 AREA TO M 04 lo'Vl �"2 ACRES IN FEET 1 inch = 30 < >- -- -- ------- ----- - < -------- — — ----------- 1CL _j TIVIP 04600-oo-00-01-Mo >_ > CHARLES R. & ELIZABETH ANN W R P ED 12" CL. LLJ S2 DI WATERLINE Lu EXISTING R/W R X OGLESBY HAUGH ------- PROPOSED FIRE HYDRANT .-B. I ---PROPOSEb3'GRA D 3331 450- ASSEMBLY W/ 22"x6" TEE -W�w --------- -- Z 29.92 ACRES Lf) 06 ------------ NOTE: WATERLINE PIPE DEFLECTIONS SHALL BE USED IN THIS / / \ \ \\ - / / / // / / /� ------ - --------- 'AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES _j /64'R PROPOSED FIRE HYDRANT--- (D < 27+5o PROPOSED VAR. WIDTH ASSEMBLY W/ 22"x6" TEE z LU 28+00 DRAINAGE EASEMENT EXISTING STREAM 0 V) 8 PROPOSED 12" G.V. 36�< PROPOSED VDOT STD. D. Evv-1 \ \ \ / / / / / / \ \ i i� (D +00 J78 ROPOSED 3.o'ASPIHALT PATH _j /PROPOSED 3.o'ASPHALT PATH C u TM-B sv3�+0%U) 0 < )POSED 12" G.V. PROPOSED VAR. WIDTH PR( PROPOSED VDOT STD. CG-6 (TYP.)- XISTING 3.2" SANITARY SEWER TO REMAIN— J z DRAINAGE EASEMENT _j 0 L 3o�oo EXISTING STREA Lu Lu ROPOSED3 GRASS STRIP _PROPOSEDVDOTSI ry) ISTINGRJW — — 376--_ EXROPOSED MODIFIED VDOT EW-i- ---c — — — — — —174�b+oo-3 C_ -- —PROPOSED 12" CIL. 52 DI WATERLINE uj 0 321-00 36 Lu -EXISTING GUARDRAIL 0 TO REMAIN EXISTING EDGE OF- --- ----35+00 PAVEMENT TO REMAIN �0 ------ 32+oo 34+50 7 VR C) Lu 32+50 33 - +0 34+C 1 C) 33+50 COY® -EXISTING EDGE OF STATE ROUTE 643 POLO GROUNDS RO ---- - --- V) 0 PROPOSED MODIFIED 11 VDOTEW ( 2, VAR. WIDTH, PR AD \w/3o*WINGWALLS 5V 0 a _0� -1 - I OPO w PROPOSED VAR. WIDTH PROPOSED SPEED LIMIT_ PAVEMENT TO REMAIN DRAINAGE EASEMENT T=35 MPH (0) - - ------ Lu PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET I w z C7) 0 w PROTECTION WITH FILTER FABRIC UNDERLA 0 40 PROPOSED MODIFIED VDOT EW-2 0� ___j62t_ � STM- ------ L=22', Wi=8', W2=24 0 _J6 6-- I(n I D=3.'MIN. �YMENT. --c --- Y:_JOB NO. --X- Y Y-Y­y�� W/ 300 WING WALLS EXISTING GUARDRAIL TO REMAIN 182150 CR KETTCGRRORATION SCALE -0 EXISTING ioo-YEAR FLOODPLAIN (TYP. PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET — — — — -- -P - ROPOSED VAR. WIDTH ROTECTION WITH FILTER FABRIC UNDERLAYMENT 1 rr =30' 79---5oACR-ES _. I L--3.2', Wi=8', W2=25, D=i'MIN. 62 -RG-193 DRAINAGE EASEMENT - ----- 4j� SHEET NO. ----- ------ ----- 5 SANITARY SEWER BYPASS PUMPING NOTES ''\ \ 1 I I I�iv IOO \ ' t IOO \ < FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY PROPOSED CONCRETE HEADWALL i RIONTRACTOR SHALL SK OF INFLOW INTOINSTALL THE THE EXISTING SANIORARY TARY SEWER SYSOUN D IN DRY TEM AND TO MINIMIZE CONSTRUCTION �ER TO REDUCE THE� OF ZMA zoi800011 --- WITH 45°WING WALLS - AL SUBDIVISION PL SEE DETAIL ON HEFT 1 B io' A AT, PER PR z ROPO TIME/EROSION. R MAIN BETS SPHALT PATH z. 12" SANITARY SEWER MAIN BETWEEN BrkHIPolo-i-iA & BrkHlPolo-i-i SHALL BE PLUGGED AT BOTH NOTE: THE EXISTING 1z" SANITARY SEWS WEEK BrkHlPolo-1-1A & BrkHlPolo-i-i % \O° MANHOLES. TEMPORARY PUMP -AROUND BYPASS SUCTION SHALL BE LOCATED AT BrkHIPolo-1-1A SHALL BE TEMPORARILY REMOVED FOR THE INSTALLATION OF THE PROPOSED DUAL 5'x5' \ OO AND SHALL DISCHARGE INTO BrkHIPOIo-i-i. CULVERT & PROPOSED PEDESTRIAN TUNNEL. CONTRACTOR TO PROVIDE A TEMPORARY P 0460o-Oo-oo-Oi,9$9 \ \ I @ PUMP -AROUND TO ACCOMMODATE THE TEMPORARY SANITARY SEWER MAIN REMOVAL. BROOI<HILLMASTER 1 \ \ SANITARY SEWER BYPASS PUMPING CONSTRUCTION SEQUENCE SEE NOTES ON THIS SHEET FOR TEMPORARY PUMP -AROUND INFORMATION. \ " 1. COMMENCE WORK ON EXCAVATION AND INSTALLATION OF THE PEDESTRIAN TUNNEL ON THE I \ - w ASSOCIATION � � --- -- � � ` I EXIST EXISTING EXISTING 12" SANITARY SEWER TO REMAIN NORTH SIDE OF POLO GROUNDS ROAD. I 1 1 \ \ �O XpROPOSED VAR. W W �i , . 303 � o 2 z. BYPASS PUMPING SHALL BEGIN AND THE iz SANITARY SEWER MAIN CAN BE REMOVED. ? RES' \ s EX -SA - 3. UPON COMPLETION OF THE NORTH SIDE OF THE PEDESTRIAN TUNNEL, THE 12" SANITARY SEWER 1 DRAINAGE EASEMENT \ \ MAIN SHALL BE REINSTALLED. A LOW PRESSURE AIR TEST SHALL BE CONDUCTED ON THE I I I �� \ I� y PROPOSED ii" CL. 5z DI WATERLINE yPROPOSED CONCRETE HEADWALL * I RE -INSTALLED SANITARY SEWER AND AFTER THE ACSA INSPECTOR HAS GRANTED APPROVAL, THE / \ \ PROPOSED i I I 1v WITH 45° WING WALLS - "V \ BYPASS PUMPING SYSTEM CAN BE REMOVED. \ \ \ PROPOSED zo'ACSA / \ \ SEE OR IL ON SHEET 17A y UTILITY EASEMENT 4. THE SOUTH HALF OF THE PEDESTRIAN TUNNEL SHALL BE INSTALLED AT THIS TIME, NO BYPASS I SIDE SLOPESTO BE REINFORCED y-'/ w y -- PUMPING REQUIRED. �j WITH CL. Al RIPRAP 344.34 .-%n \ j BrkH4Pola-1-1 S. ONCE THE PEDESTRIAN TUNNEL HAS BEEN FULLY INSTALLED, CONTRACTOR SHALL INSTALL THE \ SOUTH SIDE OF THE DUAL 5'x5' DOUBLE BOX CULVERT. NO BYPASS PUMPING REQUIRED. PROPOSED VDOT Ai RIPRAP LINED OUTLET 6. ONCE THE SOUTH SIDE OF THE DUAL 5'x5' BOX CULVERT HAS BEEN INSTALLED, CONTRACTOR PROTECTION WITH FILTER FABRIC UNDERLAYMENT STM-661 � aokROPOSED 12" 11.25°BEND . � / PROPOSED V[ SHALL BEGIN WORK ON THE NORTH SIDE OF THE DUAL 5'x5' BOX CULVERT. L=40', Wi=4, W2=15', D=i MIN. 7. BYPASS PUMPING SHALL BEGIN AND AND THE 12" SANITARY SEWER CAN BE REMOVED. / IPROPOSED VDOT STD. ES 2 8. UPON COMPLETION OF THE NORTH SIDE OF THE DUAL 5'x5' BOX CULVERT, THE 12" SANITARY SEWER MAIN SHALL BE REINSTALLED. A LOW PRESSURE AIR TEST SHALL BE CONDUCTED ON THE / / )— ww — w w RE -INSTALLED SANITARY SANITARY SEWER AND AFTER THE ACSA INSPECTOR HAS GRANTED APPROVAL, THE EXISTING ioo-YEAR FLOODPLAIN (TYP. / i : o B = y 35 35° -15' RCP f ' I I 35 � .. BYPASS PUMPING SYSTEM CAN BE REMOVED. PROPOSED VAR. WIDTH --- DRAINAGE EASEMENT ° 2R z, 4 r ' /� SIDE SLOPE i _ NOTE: WATERLINE PIPE DEFLECTIONS SHALL BE USED IN THIS � ) � `" S TO BE REINFORCED. � i � __ — �_ AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES. - LOCATION OFTEMPORARY SANITARY - / / WITHCL.AiRIPRAP -12g2 io' VERTICAL SEPARATION REQUIRED BETWEEN PROPOSED > - 35„� R PUMP -AROUND' _ i \ - END W/L PIPE DEF_LECTfON DISCH 12, — WATERLINE// _ — _ � &EXISTING SANITARY SEWER MAINS / � � y� ��Q_ _ , - � , , 42+50 / ROP ED PROPOSED ion_ASPHALT PAT 42+00 P OS iz" CL. 52 D WATERLINE / w / s . + o 13, (+1 5 -PROPOSED PEDESTRIANTUNNELCROSSING R S STRIP BrkHIPOIO-1-z 1 1+00- _ PROPOSED FIRE HYDRANT ROPOSED 3 GRAS IP / y 4 T(H) x.io'(W) RC BOX CULVERT ASSEMBLY w/ 6" lz"x� ' _ / " - 'START W/L PIPE DEFLECTION , - _ -PROPOSED VDT STD. CG-6 (TYP.)- - 0+50 — STATE ROUTE _ - -WIDTH=S ROPOSED 12" V. 4°+Oo PROPOSED D AL 'x ' io +50U 5 5 3 - - ro END W/L PIPE DEFLECTION�3g RC BOX CULVERT 344 - PROPOSED CONCRETE HEADWALL _'��� /� _ -- — — 2486'R 3g+oo�! _ w -- / / SEE DETAIL ON SHEET SI O - 3 - WALLS � WITH 45°WING WA � - - 38+5o r GHT p�T�NCE-5 / / STM-66o M,yy .A 13 o° 38+0— / PROPOSED 'DRAINAGE -- — o NDS OA o R D - - - OL ^ _ M WITH WING WALLS � III � �"' �d� PROPOSED VAR WIDTH - - 37+00 --- 37+5° � Oo O Oo Oo po po / O PH \ P ED CONCRETE HEADWAY L\ RAI\ G EASEMENT Oo ,� OO__�m GROU AIL TM Bi_ @ OO O OO ��� C0 P _ IT-35 SEE DETAIL ON SHEET i A �g - Z 36+5° — START W/L PIPE DEFLECTION TpTE ROUTE '+ QSED SPEED I IM__ / PROPOSED VAR. WIDTH ROPOSED VDOT STD. ES-i rr► _ _ � � / —_-5 WIpTH,PROP - // � � DRAINAGE � �'\ o C ■ - @ — _ - — VAR _ LOCATION OF TEMPORARY SANITARY SEWER SIDE SLOPES TO BE REINFORCED _ 3y `ti / PUMP -AROUND/ WITH CL. Al RIPRAP - _ --/ \ PROPOSED VDOT CL A I EXISTING EDGE OF -- -- PROPOSED VDOT CL. i RIPRAP LINED OUTLET . Al RIPRAP LINED OUTLET ° - - PROTECTION WITH FILTER FABRIC UNDERLAYMENT v PAVEMENTTO REMAIN- PROPOSED ROAD STRIPING— PROTECTION WITH FILTER FABRIC UNDERLAYMENT --- --- --- -- - L=45', W1=30', W2=55', D=1' MIN. _ W1 4\ Wz=1 =1 L8 , o'MIN.D ' EXISTING GUARDRAIL -- - EXISTING STREA TO REMAIN \ N \ CROCKETT CORPORATION PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET u'1 PROTECTION WITH ER FABRIC UNDERLAYMENT TMP 04600-oo-oo-oiKo L=n1=0oo',DDMII — 79.5o ACRES �\ \ DB 624, PG 193 �/MP 0460b-oo-oo-olgB$ \ / CRQCKETT CORPORATION � y FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY D•ER• 534'6, P• 256 )AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA 201800022 illllop4l is 69 ACRES W W WATERLINE TO BE EXTENDED WITH THE ay DEVELOPMENT OF BLOCKS 26 & 17 �. w 'SANITARY SEWER TO REMAIN PROPOSED zo' ACSA- _ y W y UTILI TYEASEMENT O 3537E 36 / j v / V PROPOSEDVDOTCL PROPOSEDTYPEA 5410rci_�— PROTECTIONWITH F PROPOSED ROAD DRAINAGE SYSTEM v BLOW -OFF \ \ _-,� -4' L=35', Wi=15; D-i MI 7 f \ PROPOSED VAR. WIDTH 2 DI WATERLINE 3g ♦� v-� �' DRAINAGE EASEMENT y OO ` ROPOSED STREET SIGN05 % i S �' x n " XISTING STREAM, ---PROPOSED STOP is^RCP � \- ROPOSED io' ASPHALT PATH -" . y ly POSED VD0T STD. �G-izB� / 0 � z O / - 53 58TC 353 EP ,QO OO ROPOSED VDOT STD. CG-6 (TYP.) ROPOSED MODIFIED VDC D, CG-6 (TYP.` '�(Q as3 err - PROPOSEDPROPOSED VDOT STD. F (TYPE III) HANDRAIL I SCOTT/R. CbLLINS'Z Lie. No. 035791 ,1�- p 11/2/21� o&IONAL E�Gl •Y $ 353 EP It P 0 J H _ � C 5a.5y EP 1s" RCP �s'f' V / u 2 ' 35a 83 EP �— - _ _ _ _ ca PROPOSED FIRE HYDRANT - \ - %TC TC ROPOSED i" 35445BENDASSEMBLYw/1z"x6TEE - O o ¢-' C C — M H u LLJ 43+00 43+50 PROPOSED VDOT STD. izB v' 44+00 44 5o/ U ■ H\ a / < 5+50 u uj 13' w/ u 1OLO GROUNDS ROAD PROPOSED ROAD STRIPING \ s li u =ED LIMIT=45 MPH I — _ - F81 P. z63 35� STM-B o PROPOSED s MODIFIED VDOT EW-7 — - ■ \� \ EXISTING EDGE OF / v ■ \ \ AVEMENT TO BE EXISTING GUARDRAIL 1 WIDENED IN THIS AREA ' TO REMAIN 1 \ \ \ \ PROPOSED VAR. WIDTH ( / \ \ DRAINAGE EASEMENT .� Il N N N o m '" r4 � n � \ \ PROPOSED VDOT CL. i RIPRAP LINED OUTLET V PROTECTION WITH FILTER FABRIC UNDERLAYMENTLu Z \ < \ L=So', Wi=iS', Wz=zo', D=i' MIN. EXISTING STREAM IT- i` J \ M _ (M 0 W w W y - w y r y W GPvaPHIc� CAOE w I 1 1 I v _ PROPOSED VDOT CL. i RIPRAP LINED INLET \ I-� \ \ \ A 3° ° ��5 3° b° / /� ��� \ Q ,�,E SYSTEM ° PROTECTION WITH FILTER FABRIC UNDERLAYMENT V A V _ / / / �� �� ���� \\ Lu y \ A \ ( IN FEET--) - v \ / / //� / / /� ����\ �/ V N �p y ' L=35', W1-i5', D i MIN. ROPERTY LINE @ A _ _ PROPOSED VAR. WIDTH w DRAINAGE EASEMENT W W \\/ N / ,\� / , w W y'" �, y y W �"" W W W I I I I I 1 \ \ 1 inch = 30 ft. - _ \ / i / j /// ( Q 2 ROPOSEDSTRE6SIGM ooW y\ \ - - A i ///// /�� / > Z / - w� - MONTGOMERYRIDGEOWNERSASSOCIATIONINC v _ �/ / ///// / \/ — \ �� XISTING STREAM� \ // / / /// A w \ PROPOSEDio'ASPHALTPATH \ CEO WILLIAM J DALTON ! ----- --- \ ///�� / / // L.►.1 1 Oo 352 y b, \\\ \ v v J TM-B 1 W W TMP o 6Do-oo-oo-000Ao _ \ /� / // O / STD. TYP.) ROPOSEDMODIFIEDVDOTEWW7 ��W / / \ 4.ioACRES 7� ROPOSEDVDOTST w 4 PROPOSED VDOT STD. HR-i� ( \ \ \ ` DB 4102, PG 472 \ \ ` \ \ // / j // / \/ GOMER PVB�\C \ I I I \ w J lv_II HANDRAIL (TYPE I ,,..✓✓ 3 PROPOSED io' ASPHALT TRAIL TO STOP AT STA. +io AND ONLY V v / // / / / pR• --- L L 4 �XTEND EAST AS SHOWN AFTER OBTAINING PERMISSION FROM THE V V PROPOSED io' ASPHALT TRAIL TO STOP AT STA. 45+28 (PROPERTY LINE) AND A V // ///� // / \ \ / O V) 06 ;ADJACENT HOA IN ACCORDANCE WITH THE APPLICATION PLAN ONLY EXTEND EAST AS SHOWN AFTER OBTAINING PERMISSION FROM THE / / I L9 J I ADJACENT HOA, IN ACCORDANCE WITH THE APPLICATION PLAN- \ \ // /// // / / \ \ /� I \ -6 (TYP J LLL ROPOSED VDOT STD. CG /V\ A \ \ \ i STD. CG-12B PROPOSED io CG-6 CURB TAPER + + _ - - - _ TIE IN TO EXISTING EDGE OF PAVEMENT +So_Lu I 46+00 - _ EXISTING EDGE OF PAVEMENT TOREMAI \ \ \ \ - O SIGF jT plSrAhl � - - 37a� ` o ` ` \ \ 0 5o CE_ o-' - (n 0 5 0_e / � j I --_ 48+00 1z'---- ----_ \� �\ \ �/ / TM_67o UT _ 48+5o 3�'9s� - - _ \ -_- - — \� \ \ / / ul > - �- 35 � -- \ 1 \ STATE�� / / W -- -- - -- _ W \ \ x -- E 643 POLO _Lu \ VAR. wIDrH P GROUNDS ROAD — 11' - - - _ 4$*75 _ 0 J �I� s \� \ ~ \ O PROPOSE SPEED LIMIr_35 MP \ - - _ _ - \-� ��% \ `� \ F_ lO W-,�z ■ �� �- - — v _ � / Lu - ■ \ \ \ s \ EXISTING EDGE OF C\ / \ _ \ \ J ~ PAVEMENTTO REMAIN \ \ \ _ _ ` - \ \ \ 21, \ / / \ W \ I \ —SrEXISTING GUARDRAIL \ \ � � \ \ \ � � \ \ �� � \ � - _ AT � � 1 \ TO REMAIN �sOo \ � � \ � \ \ \ \ \ \ \ \ EXISTING PAVEMENT _ -- \ ROUTE \ � `'I" I fLET / I 1 \ \�\ �- \ \ \ \ STRIPING TO REMAIN WIDTH, 643 POLO V \ N ~ V I _ \ - -- --- \ \ \ \ \ _ D'e PEED LIMGROUNDS TENT - MIN. �/� o ` \ \ WILLIAM A WELLS \ \ \ \ \ \ \ \ 481 P. �6 T-45MP/1 ROAD w / `EXISTING STREAM I O \ TMP-04600-00-0o-o23Ao 3 \ \ \ ' \ EXISTING zi" SANITARY SEWER TO REMAIN o \ `s \ ACRES \ \ \ � \ Lu DB 3977, PG 520 \ \ \ \ \ a \ \ ` \ EXISTING ioo-YEAR FLOODPLAIN (TYP.) \ \ 182150 0 SCALE @ — SHEET NO. @2 \ \ -� v v v� 6 Z- �� \ c a- vZ- 01 \ a m \ ----------------- \� J - ------ I l - `24+00 \ " ------------- 23+00 - y 2-2+00 O \ -- GRO MPN - / ` PO\'O 11 35 21+\ o / _ BEGIN PHASE 2 POLO GROUNDS ROAD CONSTRUCTION - STA. o6N SP W ' W — In-- T-� - W- W� 28+00 _ z , y+00 _�—_� \ V 1 G 1 \ \ 4" SOLID WHITE 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM @ 40' SPACING \ \ 30+00 3.7 \ 32+o0 - --- ------ \ \ 33+00 STATE ROUTE 643 POLO GROUNDS ROAD WIDTH=50', SPEED LIMIT=45 MPH D.B. 481 P. 263 �5+00 1-- 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING -- 1 7-7 � ------ H, W W- SCOTT/R. C$LLINS'Z Lie. No. 035791 ,� pow 11/2/21� tiS10NAL V;�Ol 26+00Lu-_ - o Q Ln STATE ROUTE 643 POLO GROUNDS ROAD W - Z ca O - - - WIDTH=So', SPEED LIMIT=45 MPH - - _z z 0 a - - D.B. 481 P. 263 J _ N z _ w u' 4" SOLID WHITE LINE �' W ce 34+00 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING _- 35+p0 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Qa 40' SPACIN( to 00 to 33+0 Gam, / 36+p0 / un / ,mil' �♦� � � i ♦ "SOLID WHITE LINE W N � � QT N N z Lu a z`Y' M N Q — co O N 1--i w W0) N (n N Q W> Ld z J J > Q d � � Z L90 cn V) zz L) O 06 W LU LU Y C7 Q O ul U W z LL] 1 M H J � w LU Q 0 J O w N 0 uJ U ~ 0 w w a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Cal 40' SPACIN( Z= 37+00 o r-_ -------` — -4- mm m m- / / iIGN y" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING VE@4� — 1 LINES / LIMIT SIGN (35 MPH) / (MUTCD - R2-2) FA 39+00 SPEED LIMIT SIGN (35 MPH) (MUTCD - R2-1) -r-_-----------__------- to -_ I I i I ) I 5 II II I 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING SOLID WHITE LINE 24" SOLID YELLOW LINE Cal 4' SEPARATION BETWEEN LINES 24" SOLID YELLOW LINE Cal y' e SEPARATION BETWEEN LINES — '----_ SPEED LIMIT SIGN (35 MPH) ____—� _ _--------------- (MUTCD -R2-1) 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING "SOLID WHITE LINE 47+o0----___ ------------- _------- --- _ y48+75 "SOLID WHITE LINE STOP SIGN \ — — (MUTCD - Ri-i) e � 4" DOUBLE YELLOW LINE WITH 4" / IN BETWEEN & RPM @ 40' SPACING / r, SIGN 4" DOUBLE YELLOW LINE WITH 4" N BETWEEN & RPM Cal 40' SPACING T // SCOTT/R. CbLL NS'Z Lie. No. 035791 ,� p 11/2/21� o� :slOnrer. E�Gl o J43+00 / 4— 44+00 2+00 "SOLID WHITE LINE GRAPHIC SCALE / ;o o g 30 6o / / ( IN FEET) I / 1 inch = 30 ft. I 24" SOLID YELLOW LINE Cal 4'_ SEPARATION BETWEEN LINES SPEED LIMIT SIGN (35 MPH) / (MUTCD - R2-i) o II EXISTING TURN LANE TO BE EXTENDE STATE ROUT \ WIDTH; E 643 POLO \ So; SPEED GROt j p D.B. 482 p 2/6/T=45 MPHOA R \ D zLu (=/l ------------ O z 0 Q �_ t LLJ ' In uj �~ ce V) 1u .� w N N N 0 m .y r4 � n � Lu Q CM ZM 0') a, 0 N Q ® CM O N TC)CY)T W N N CI) N W � z J Q Q > Q 0- L9��� U O oZS W LU ,,°nn� V Q Lu O ulU) H Z W W i M H J --- w Lu C) �..� O N Q G Lu I 0 a w = � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL THREE 3 COPIES OF THE TEST RESULTS SHALL BE Pavement Design RF= 1.0 Location ADT HCV Design CBR SSNI Dr Surface h a Intermediate h a Base b a Sub -base h a Dp ADT Polo Grounds Road 6220 2 6240 4 4 21.13 ISM-9.5 1.5 2.25 IM-19.OA 2 2.25 BM-25 4 2.25 21B 12 0.6 24.08 () SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED 1.5" SM-9.5A PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR SURFACE COURSE APPROVAL. 2" IM-19.OA J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN INTERMEDIATE COURSE EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4" BM-25 4. GUARDRAIL LOCA77ONS ARE APPROXIMA7E EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE INTERMEDIATE COURSE '4 FIELD VERIFIED AT THE 77ME OF CONS7RUC77ON. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT 12" COMPACTED AGGREGATE W SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN BASE COURSE, VDOT #21A 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. COMPACTED p�� \ �\ 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO SUBGRADE VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO ASPHALT PAVING - ROADS VDOT STANDARD PE-1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE NO SCALE 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 MI NO PROJECTION OF PPE ABOVE GROUND LINE BE NULL AND VOID. TOP DF ME% TOP OF Flu MP OF ILL 9. ALL SIGNS OR 0774ER REGULATORY DEVICES SHALL CONFORM Wl774 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND = dNMND °E _ ��.. .... NNxo LE _ NDA D LINE . 10.7RAFFIC MANUAL. CONTROL OR 07NER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,N ': EMTM ROcx d+ � rr EYRT" IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE o 3.6alq BEDDNESAFE AND CONVENIENT ACCESS.31 """R"11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS 4N. +nD D YN.M.D _ - DETERMINED BY VDOT FOR PUBLIC ROADS. X D x efpprN °" ""/ BEm,14 °" "E ° 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL NORMAL EARTH FOUNDATION fMd"p4I%. 14" ROCK FOUNDATION FOUNDATION SOFT, YIELDING. OR CUT AND FILL 7RANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES OTHER UNSUITABLE MATERIAL 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED PIPE PROJECTION ABOVE GROUND LINE INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE IAL 1.5 . D K IA . o LN ,A F D w. 5 . c MIN.1.5 . D YIN.1.5 . D WITH VDOT"S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. '°" °` RLL '°' BLL I ROAD NOTEAS:• - • - •4.: . "; N CR9DING SJN FJNLAWED,N - GRO ERWm L �pPdAL -LIK 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE 2020 ROAD & BRIDGE STANDARDS OF THE _ - - - _ - VIRGINIA DEPARTMENT OF 7RANSPORTATON SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON E'"r" NN ND 1 !N EL°"G METHODS OF THIS PROJECT. 1M.InD D x D x IHOTEGRIµ 15-DPE„ O_ x sGL YYN.6-. MN, I/ID D t, - MENIR. EMrx 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD IMEMANNC MN Y"' MATENa A FOUNDATION SOFT, YIELDING, OR RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY K17H SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ENGINEER. ® BECWNEW M2 OF THE RROAO AMC ERNE ® EMBANKMENT NOTES: J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER BBBD"°mm& EMRA NOTES W WE EDDxG TREES AND VEGETA 77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. WITX $ECTIDx SDz OF THE ROAD AND BRDEL WON UCTT We OFF'En¢E HUNG AND °maocE REGULAR SECT AIL` OF THE x Wd0A E NsED" SIMALSCW FS GEPIPE NERAL `RIGS sPECVICATIDAS 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION sPECIRCATft N SHEET 1a]GD 0 TO PLASTICCLPPE I I N R.&L Cul"i[ SIITTE REGULAR 3D°"] ICU TR°°Ri➢ EWsxm GLASS cDKopMNE rD WE OF THE SUBGRADE. eNC lu MAI PLALm DIRECTLY AND BRIDGE spE06,CAT10N5. pT NET PPE MD B" REALM BA FLL MATERV . NFREEATE 9S 25 MD M N Iz" OF MASS L BACK ELL MTERML IbLD IN R,cE OF MASS 5 IN MCCflD E WITH SECTION Me OF THE RAID AND ERNE WY BE BAGFILL, n jJ / Al A,Z41Ar46! ELECPIGTINS. xv= INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ROADAND =ME STANDARDS FEET I Or 4 PENNON DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD A" ONE (1) FOOT. 1I7.01 VWXNA DEPARTMENT CF MANSPNTATIN EE, 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE nK-,.IA FIELD COND17IONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. Pavr�r�°NT 5 4 D SEE Ere 1 ,. -( i --I-- -I -- ,X,L ,. .i ��- I ` I SHAPE I. RE ARDI WIIX L:giiM FLAN 1-1;------------ - DO "°r BEVEL NVERi 1 C 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE �� NOTES: 1. •N' RAY RE EM ED NR "X- NE,JYIfs A... E 4-.HERE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FORA Q WOULD FROM E MOVE SHOULDER LPG. NO ENDWALL PROJECT (ROVE I0.L 4Wf, B. BEVEL 4 REQUIRED W THE AT THE IKEi MIND CF THE ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC770N. GAMEfIDRI p!C SLOPE. OR 51NULOUOF p. CULVERT (WHERE iHE FLOW EMER3 lK WLVfWi). T ( RS THE C 1. REAL ALL AT THE OUTLET END OF THE CULVERT MAY FLOWN SQUARE THIS N WY RE HELM DR NT x RARE. BE QUENCH off REVEL EWE. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE TEMPLATE AND COMPAC7ON BEFORE BASE IS PLACED. S kL CAST IN PLACE CONCRETE TO BE CLASS /J. FOR PRECAST 4£ MEET 10,.0z °.ON SHALLOW FILLS, WHERE ENGWALS ARE 1.OR LESS EFFORT SHOULDER LDKAI HE TTE F THNL WE EADWSMALL CONSTRUCTED PARALLEL TO THE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION CKls STANDARD TD USED ARM sM.M cRosuxcs AND AL EK-TOO P CXNffEH MAY RE TANKER ON AL EWES AT MNAIFMIURERS CPTW. FOR TYPE 1, Il, OR 111 PRIOR TO PLACING AGGREGATE BASE. 5 AM STIRLED N AL AREAS EXCEPT NKRf A COMPLEX WIN (AWAY, 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS EW-1 Ew-1A BEGINNING AT THE COMPLE770N OF THE INSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. 7HE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT 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 TRANSPORTA7ON SPECIFICATIONS 9. ENCROACHMENT.POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL S7RUCTI7RES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ENDWALL FOR CIRCULAR PIPE CARRIER OF PPE CULVERT tt' 15, IS" 21" OR 24" r" OR M 3]" OR 36" A C-6. 0'-6• 0'-R" C-R. 1'-7 1-0" C I-.. 1-7..1.-,. R R R 6" R-. D r-a I-3 r 6• z 0 z 6" 3-0' F a-6- O.6 ..-N. O-Y U9^ 09" H 9'-3" P.T• 3•.2•• I.-R. 4•-r ..-IF L 4,-0 5,.0• 6,.0•• " , AC.a, IE,.a, 6 .-1/- o-1K' D•-z- W-YYe- A_'Ple P-0e CAC TAMS OF MACHETE cDRE We US °wvz M- 1aN z.On z.va C.Y. RPE 0.7 0.5Y1 0.IN 1.398 NeXT 1 3.H5 ENDWALL FOR ELLIPTICAL. PIPE WE M ELLIPTICAL IK CULVERT (SPAN . RIEI 23^.N• ]0".1B' 34 MM" 3R'124" 4Y'.37• 45".21Y' 49, 132•• 53"W' R o•-5- C-9•• 0'_1O 0-11 0•11 1-0 1-0 r-0" T-C e ra" r-5^ r-0" P-5• r-9" r-IN' r-n^ r-T" C Y-0" 114 R-1" Y 4 R 5" R T T-5" 2-9" D r-r 1 r 1-19' P p 3-3^ z s z'-N' 2-1S- F a-R• O'6 0-Y' S 9 D-9^ D 9' G-M' S-9^ H r-. Y-]•• r-r Y-9" 4'-0" 4'-r r-5- 4_3- L 5•-5" T-z" Y1" R-Y" 1P-2- 10,-Ir' 1Y-r' IP'-n• 5 1•-11 Y-6- 2'-10" 3'-2" 3'-6" 3'-P 4•-1•• I.-,.. O O'_zii" °'-Yb" V 3Jz" O,_4" Q,_I/," (Y-4%' D. 1. o'-wa" b W R W-m W-SX- D, 3.. W,-SjR ..SHE- 4 -4r, CLOSE TOPICSECONCRETE9CONCRETED CONCERNEDaOJe d055 1NR LUNG tall Y.IN 2.512 3°d 10' 2" COMPACTED SM-2A ASPHALT 11 I 4" COMPACTED 21-A STONE BASE ASPHAL T PEDESTRIAN PA TH NO SCALE (5' MIN.) 4" CONC. 3000 psi MIN. ii/i / i l \I 1 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE NINE m E Ew-z.. NOTES RREVELED N• 1. FOR1. TAM erHAT. DILEt61C%5 NO V0.WE5 FOR ... PR ES (STANDARD M-2) ME SHEET z W 3. Y. PAS EF DIIEELM NQ Y0.WEW TOR ELYIICK II��\\J/J� D PIPES 3. EW-w SEE AEET 3 DF 3. ` y/ WWHY(STANDARD 3. THEIrEv YAr WE.CUNT DR cAsr N PLACE. DETAIL A ♦. ON EIwtON MLXL w C EroW/LLE Na Y OR LEAR DfLOW sIMMA➢DEW ONS TK rCP CP TK ExxYILL N5 �p COMISTR1CTED ISRAM To TE AWE B. NL CAST d RA£ WNCIEIE TO BE CLASS AT L DO MADE 01 FOR PRECAST SEE SHEETS HOLM ML NEW. P/yLRr J\�\\y�� B. N IN CASE SHILL TOP OF EMWML x MOORE RL {��L-/�/�/� SLKE, dTCN ATEPE. SIKRECAR p t r. TIB Sr m WE Ibm NIIN sTRMCXr IXW7C5 I� MD 96W 111LLF5 i0 B'. A /V v 5 °' MIST OFFOR TO SENELDDED N DETAIL B PEER SO PER CL6'C'C'TY. p C1MIAM S. HEMWNL TO BE °EVNl9 N NL MFM EXCEPT WHERE A INVERT MO NI"]EWxK1yAF/JO/CCCCIRE gcOWLLETp�WITH TK 'd RVo I! EWLKVFAT'"ELD.%ER& IAA liE RAW TE"� CLEMENT. KM'NAL AT THE WM1ET RN OF TK CULVERr LNY R 6THER $ENE EWE OR RTEL m , _ .. 0� N. bIMFER WY BE NNVEEO M AL EO@�` AT JCTMERE oPTPN. 021, aE TETA.A 1- A' RCAI �I I N•PrySECTIONA-A +I 1 9Ir °� END ELEVATION SIDE ELEVATION E EA�IN STANDARD ENDWALL FOR PIPE CULVERTS s42" - 96" CIRCULAR AND 60" x 3811 - 10611 x 68" ELLIPTICAL PIPES F- C ]D3 ..A CEPMTEM CF TRMSPoRTATSN TABLE OF QUANTITIES META B to' 4. z.s, ,ASPHALT IGAABB I, LME SIDEWALq STNIpI WRB& UTTER) DI-]M1 SO.3C 6- fi7wrwm 17 N1]Fi7C7 NEIM111TW,.,r'�INT.]39�..1•B1�1f:7[P�A, MR77 E1�0 iRE)• iFL�Nseeis� 0®Nseso�dl�""" Fla0®oc¢� ofra= "fatF?i•sE'S©Qra�ata.Tia•�F� rAxefEIT1f1f nrIDzEc3.�t t o1�n1 f �f rraiifr f61OWIM f0][T10 or4IIRZ'd1ft7E17f013F-11fCr EID1ir1¢aors••a fi-T7 i:1rIFT-1111T 1fl f�f(I rOT�SS�)rfFr E4fir>I1116 111 lydrfEl Nraorra r"1 1111171MEFTIMERa"f�m�an i r761-•1fEIR!"�clfZ='NW 1 �0Eaao070"1 oNEMEF71 svr fEIF "� �r-rr.II,af0® callE f4 fET'1 i itFTl EbraO�i ra.RRT1fl �0®o�E R ofra� r7fETl OrKTO lEZ=E7ra7E'r3�1rr1E f0®of'ro1RI 7oEFT-MlT71 Es.i!LS117Eaflt•$.t• f0®f f="�f rLr t•mr.:m r f r'JflT#>1fLEF7f7®Or3fiRS•9r7E .ID7far�-.1r1i$"JO�©EREMET:f nr1ff-i"rTiWIr1fQ1•f a'1r1FT1EfT>t��f%1cS.i1'IS•�r.1r.?b-w�faFS "r?Q•"Jr"fa fia•rS.rr rV1 rTs1 t[FTl i� r(l'� r'l .� r1 f44ia fOIS-J r�1 t$'Y r1 fali ia• rS'a 11771 IrJrFT>IElfit•f�fia-ir1cSJ!ISirgi� C K]UMfPrMIME?Q7 W71r=Fr3:')rr1EZ.f1nM3FMrlr$'ir1f14�7EERY•MF-M rarFsiEi:t•Of�mrif'i. r.1f�.t•t0®r�1r?Q�o�©rL".rr1_S1 rF1rTF>IfTXFT> "� tr3.iRf:a^ar>tr?b-wflfOrID-arlra'Jrrl�fFar , rT•1E(7f[R:1Cf fr3'J�FlrazEra,�rlEa.�far?asarrrre•",arrsrl,sa.rra f[Ei1 NOTES t DEAW OF NET m TO E SNDYN N PLMN. r. N ♦ X BY SHRINK MUSEUM AT APPROPRIATELY tE TOSS MCA MAY Z M . . z. THE 'UP MALAWI MCI ON THE STANDARDS L ADJACENT IP' C-0 TO E POROUS AMEIN TO ANDORRA MIAMI To PREMENT AFTEMA THIS r!CONCERN JONn WEIFPLY ONLY TO WRAC NA NATTER. E"ND,A4�ll M. iFTFEM INTNOr THE WTFAL WE °Ef�'E"T x. MANDATE MANA ES SHOWN AE FOR DEPTH WE TO TIC TOP OF THE STRJCTUE. RM "H" OEx51ONE AK APPROXIMATE ONLY 1 3' NMAIER WEEP HOLE TO E LOCATED TO WNx 10T YA,rERA. WEEP NUH NI er Y-U^ N. PACE. THE AAlNr ... BY PIES MAT E ENNTm TO IN EB NATINC PURPOYS .I 1K ACTUAL 1Y'XN' PLNTN IIKAWIAE ttOTI "MESH ONTNN TRUE HIES ION NETS OF W NT EEH W MHAU E DETERMINED BY WE cOMRMTUR FRN FBLD CONUTONt. N .AVM® A..'Jr. CWEIFA OAT' MMAR 4 {ERN NMWME CLOT( AN= FAIRLY T. TE NATMEL DEFWN:T DEPTHS MU N 9NTHMT C.3] (SAME YMS E CNGETE FOR EACH FEET OF DEPTH 1 IIIEH MPECXED ON THE PLAINS IN S THE M TO E sIMFFA N IttOROµCF ANTI MTMO/AD OF THE STRIKTDE. IT, LFNOTH E ASLE RON N SxSWH ON SHEET 1 S-L TIE .. N ..YENWRNL C MD AC. WTEIDSS ARMEXTA I. THE... 5 To E N THE MPOSY FOR THE STRUCTURE. 9. NU RE .. STEEL MU L HAYE A CUMNL OF r. OF z ro L..' AT AN .Ilr S E LIS (UFO WEIX EE"OTf4 LENGTH CE ONE(11 BM. N TE ANEW rE n T W TE DRFAL 10 NU FE .. WELL To E NT CLEAR . NL CPFLEN° SY P•. 1L ALL EUED6. BMM TO EW6 k PLY A NEVER T TE BOTTN a STRUCTURE TIE xMEMr OF nE srNNr1E 9NALL E SIINYO wnH DV Or .ATM TE TO 1I. U.I. PLYS WNW��� Is m Be DASS N IMOO MARC mcw DOGGIE A TO E 1U. NXEP NET B IIRRA x r-0• EOMN.6Y:F Cr NET A TO AH ED TO CWFQ TO IATRI STAR. N Po OF WATER 4NO PSL WARNING CAN. NOWNIC4PALAILNY i'EFNALEESS'NCOFNLEONk AN C. LOW H E AIM Q) NL. N EMAY C E TIRE SNPIR 5 TO E INCLUDED M TXE RD PACE FOR TE STRCIMA. SHOWN N RAR v. P NET Is CD N d HAS 1. EA ARE m E R1oMEA (META H S ♦'-U" N NEAIX. PN ETNA ME 4lNDNN ST-L CUBAN. 1. Be STn x 1. N... S TU E OYTRO NEE ETKI. A.THS AM WAY E PEGST N CET-M-PLWE. M. 15p C E TWS w WIM A�KE NM ATMs s"MwN N nA ERMx a., SrtCIFICATKN A MAY OF THE NIGNK nNEO ND SIDED NANW° Is ON RE M THE CENTRAL OFFICE. REEETECE xv= 9PFITICAINM RpgeKF ` �T STANDARD CURB DROP INLET STANDARD ENDWALL FOR PIPE CULVERTS ROAD Mp sW4E slMOARos RD AND, BANE 9TAWMM NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE IDS 12" - 36" CIRCULAR AND 23" x 14" - 53" E 34" ELLIPTICAL PIPES - 5.3" IT 3 10R Rn61N DATE SIGH + of 1 12" - 30" PIPE: MAXIMUM DEPTH (H) - 6' REVISION DATE SHEET R d PROPOSED TO BE STATE MAINTAINED: RgxA DEPARTKM QF ZO DLM EEY MIT NR" MA DEPM N °TRANSPORTATION °♦,0 d-]A,.%. Ex.. KEYED C, 2A E%pMSKM JONi ]'-10" F°R DEIALS CF INLET JONi FDA P COVER BON: °F SPEWAN i ` .7 JOIN: BINS - APPROACH ° fWiiER •5 OUSELS, B" LONG RR415sSLE TLFR N IR" LC OXSIRWTION IW1A '•'� fL5 RAN TOP OF 4 - I CURB I 2` R 6` IF 1' F Nk. 4, 1 J. A } 7" W - 1 1 r a . -. -. -.. ,t[bY�TF �- 1' 6' 2 STANDARD CG78 -6 STONE #BA E6 UNDER CURB & CURB & GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFILUNG. NP-Y 0%-4% 10' 4 5 NSPXALT �I'A65+1� ICG 0 - 13' SIDEWALK) STRIPI CURB& -- RRAVELLAX UTTER, TYPICAL STREET SECTION - lVAR. WIDTH Rll#r (POLO GROUNDS ROAD - 28t50 TO 30f00 & 36f00 TO 38f00) 30 AfPN DESIGN SPEED NOT TO SC.4LE) --'_' O%-4% 0s6- 46 a .' Ass (EDSR Go' 13'(MIN.) (TRAVEL LANEI IU _T,r` &(TRAVEL LANE) .ILE....L. I START GUTTEPo TYPICAL STREET SECTION - LIAR. WIDTH R/Y (POLO GROUNDS ROAD - 25f00 TO 28*50) 30 MPH DESIGN SPEED NOT TO SCALE) 2% OR6-4% Go 4 z5. (ASPHALT (GRASS-NURx& LTRAVELY LANE) SIDEWALK) STRIP) CUTTER) I% 4% 13'(MIN.) IIRAVELI,wE) TYPICAL STREET SECTION - (VAR. WIDTH R/#Y (POLO GROUNDS ROAD - 30*00 & 36f00) 30 MPH DESIGN SPEED (NOT TO SC,4LE) 04e�_4°� OPo_446 TYPICAL STREET SECTION - (VAR. WIDTB RAW (POLO GROUNDS ROAD - 41*75 TO 43f75� 30 MPH DESIGN SPEED (NOT TO SCALE) ]% -.,--� ORB�_4X5 - o45_y446°46 0' 4. 5 ' cRM u' 1 MIN. I ( ) IgSPXgLT (GRgES 3 CURB& RAVEL LANE( 1RAVELLANE P sDEwALK STRIP VAR. I I GUTTER( WIDTH (PAINTED BUFFER) VAR. WIDTH RIW TYPICAL STREET SECTION - iV.4R. WIDTH R/W POLO GROUNDS ROAD - 44f25 - 4I J 30 MPH DESICN SPEED (NOT TO SCALE) SEE 5 NNMD i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. BAs G . v" � v, ° "EJ'::ER P J°'"' le - 1 Al 0 ♦ BINS L 6••6••6" -BINS ° I-" SAW -- TSEE�W�E EH L D, MM 13.1 MAY Bj I k�\ VEL IMF 4 i EWE OF Fp51MGM P,VEM WIDENING 3 JJ} ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. MB B n77 gIIIIIIIIIIIIIIIIIII g E^ p$ P7 0TH •� �„ ' n n �' " WITH BUFFER STRIP HAS DETERMINED w PIE iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE PLACEMENT OF ROADBED BASE / """ """ ' ' K MS D'R r BAR WM( COurX0. JOwT • Sr / LSE T/EF) A (SEE TIBLEL TpySillpx pJirER Pµ SL014 LLL0m:1HIdIEXRMP LE.LX TACK CO,T TIE pROPOaO CUR MATERIALS. IRA . WiiER PM 9OR CN.I.JU NN JONi 9. N KI LAYEpSPR Po mAP LLi YER9 o I' ,wrE 5 r0 mn rxNlucX RAw LE.m Eurrep PM MMIY.0 SLOPS zW Iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED " SECTI 7!7!:=777�; GTANCE ViiER FINE °F CURE B- I. R'-o- A A MUCENO wU PpoPosm suBB/SE AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. BW' fI PLAN NEYEDCOAST,"I TNFAW ______________________ Ia uAY. /' a FERMI CURB WITHOUT BUFFER STRIP •A WMPEO BARK E WRB i� L-VMIMLE - MM.lO� ♦ CWPICTEO SINPFNC MITI mX EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT R•.O• B• R•.6- B•• S•.p•• p• FFEY B ;3 M?vEq ry CONSTRUCTION JOINT DETAIL v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN W. uA' R'YIN. Np[ A REMOVE ENSTIXG NRIAi LAYERS i0 EXISTING SUSASE AND REPLACE N1iX PRGPoSm MPXNr MOAN. LAYERS PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND m e SECTION A -A LANE..'..LT® PROPOSED MAINLY 1'/, INCH MICx A$PXAi SURFACE DOWSE 15EE NOTE 5) DETELTNIE NMNAM AA `ME PfRM�BLE EWK THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. EL - ° _ I- A �, CpN$TRUCTIN • MINIMUM IR INCHES.BY N MER ISER AS E 3E55MY i0 MINT THE FULL iNCXME55 Or Ex5TNG ASPHALT LAYERS I BMs F a TINT As DETERMINED er cGRFs LSE x°rE 31 YS- R ROLE N 'BARE E JONi CAGE WALK �R1 �� DEEP IDLE FRONT ELEVATION - - Ww Vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL - - IW*HER Euo°EDT Y/ - 3`.0', 6" BM$ B - - A= NOTES: Sx'/- SENT PLATE SECTION 0-8 SECTION B-B 1, p$pXNLT PAVEMENT WIDENING SHALL ME A PAYMENT DEAN IN ACCORDANCE WITH CURRENT VDOI PREEDURE AND E A4mVED BY THE ENGINEER. INSPECTION. GEAR NM NOTES ONE DRFcr1DN ONE DIRECTION i EXAMINENi N F R PN T PM Y M WI NN HAL MEET OR EXCEED 1 DEPTHS AN TYPES C, i LAYERS F EXISTING PAV M. WITH BUFFER STRIP i 1E DESIGN 0 ASPHALT E E OE G 5 L THE OEP s 0 Es THE L E 5 0 E 5 G EME FOR GENERA NOTES N THE ETERML° IMMUNE SURFACE. WITHOUT BUFFER STRIP MUSSURFACE MANAGE OF THE EXISTNG AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. "R 1 SEE SHET 1N W. ivFE A XOEE ELUL SXkt BE USED WITX CC3 D GC-R STANDARDS • L3' -x3• "N A p RAMP Ni i 1 FEET. 3. q YNIMN OF IMAGE CORES SHALL E TMEN kdLL rK CENTER OF THE MJpLENT TRAVEL LANE TO DETERMINE 1K TYPE AND iMK'NNESs OF EXISTING vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE / /, '�• R THE REWEo LENGTH OF PARALLEL M s LIMITED o s EE . GKLNptFO ` T1 PAVEMENT LAYERS 1xE5E CORES SXAL E SHINED NO MORE Trvµ 500 FEEL MMi. TYPE B NOSE DETAIL SHALL BE USED MIN C4-P L CG-8 Siµ0MD5. TYPE q NEGµClE55 CP E SLOPE. TYPE B " X 4' STUD SHEAR CONNECTOR WELDED 3. GETTER PM SHALE BE A YANINM &d OF zdl AT THE RAN °PEA.. i 4. WE 0110 RA i ENT HEN SINFUL BE MLLm q UNLESS DEPTH °F 1' x INCHES A01 RERA4EU WITH M NPHAi SVRfME COURSE 70 MOILH LINE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. T T „.r0 GALVANIZED PLATE FDA TYPE q t0 E EH ON M NLGLE OF Sy JO' 0 ARGUE RO P C-C. <. OVOCNk PLACEMENT IS a PEPoIRIFO. PROPOSED PAVEMENT MOEHIHC sU1SME COURSE ULE55 WNVEO BY /rvE ErvGUNEEB. �P CdINFCTNS AND 6 i0 E AICWED WITX' "N NETS SHEAR WELDED i0 EXl PLATE Ar R'C-G /X NOSE DETAILS = , S, WE EXGINEEP NAY REQUIRE THE MILLN4 EPTX OF FREE IX6TH° PAVEMENT TO BE MRAim TO ACHIEVE M ACCEPTANCE PAYMENT CP°35-SLLPE . PAVENWi Viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS DIAA L d-� a-x MANNED PAVEMENT AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. i-� f� ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (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 CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 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 THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL 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 Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I I - - - - - Row-- 1 _ I I _ -- H- FLOW 01 FLOW I .. � DETAIL WHEN USED FOR ME I BUMEs ADJACENT TO CURB FEW USE N BAGS BOTX SOfS i0 E SYMEIRICK WITHOUT GUTTER MO EFFECTIVE SURFACE DRAINAGE. MAN OSSWAK N°SSWAx 0, EXISTING PAVEEM ANSI MD MMKTHEER9 WITNN TPROJECT UNITS SHALL E ESTORED SUBJECT 10 THE APPROVAL OF THEENNWER. 1 ] ALL AL ATIEi H"LOCA"TME SMALL BE TESTED 15NG A TO MET STRAIGHTEDGESE PAVEMENT TIE-IN SEALE COW W TO THE REQ"TS IN ACCORDANCE WIN THE REGYEMENTS10OF SECTION 315 OF THE � REGION 315EXCIEFT 'OF TH FROM EFT., MATINS vRICWTF I NOSWkK TWO DIRECTIONS SMALLER RADII TWO DREcr�SLLARGER RADA WITHOUT BUFFER STRIP WITH BUFFER STRIP xVOCTT SRCPICMM �V=r A WPY CE iHE NICINA SEAM Me SIGNED ORANNG A W RE IN THE CENTRAL OFFICE. I� `Y/IJCJT SPECFIGi STANDARD CURB DROP INLET EFEENE ASPHALT PAVEMENT WIDENING FEWER ROM AND BxDE IVANDANs ROM AND ReWE sLMOARA CG-12 DETECTABLE WARNING SURFACE mM Mo BASE sIMOARos sxEEr 1 DO z REVADx DATE 12" - 30" PIPE: MAXIMUM DEPTH (H> - 8' xv SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION uz s1En 1 a + REVNON DATE FOR WIDENING SUBJECT TO TRAFFIC n5 p4.09 OB/I° VEGNA DEPARTMENT OF MANSPoRTATIN Y-'R RD.OS 04/18 NRVIA DEPARTMENT OF TRANSPORTATION NUNN x]Oq VNNHI, DEPARTMENT OF iRpSPNRATON Go 12 1 WTE:CNPoNENTS M CURB AMPS COMET OF THE FOLLOBOW: I NOTES: EW-] LG-11 XYI:RMLC MI MI SIDEWALK UNPIN IN IWHE /AEA N BWME YARDED /gA .iEN WHEN A PEDESTRIAN ENTRANCE RITE GENERAL NOTES: cELNr[crTAB TABLE LB SURIAGY"III N MD. FEET) _ _ _� t DUM111Es AWN Mf FOR aE e61wxL. ,_L_ DRESSES A WLERCIA ENTRANCE - LIRE CROSS YO°f SXAL: BE 3X fN r r L RE/SE REFER !° STNONip F1FP SHEE! NIA4 FN NL EE1Nd13 NOT OVEN IH TABLES A SEPARATE PAr I D $XULD .x F FEET 1. WE DETECTABLE WAIN. SXAL BE RNYLm BY rRNCATEO OWES. 11 MD O s E E BNNAASp FOR EACHCURBMIT RMP. 1 rX5 IIEY YM E RECA4f N CAST N RILE. I A z. ALL DfrecTAEE wxall. SURFACE MoOucrs SMALL NET THE HEDuwEMEMy a �'I R T OF SECIIN 506 OF THE SPECIFICATIONS FOR CCN DETECTABLE WINNING SURFACE. BCM''W RMP N:1 MAY ..STIEEI °ACX $ME 4MMNG GENERAL NOTES ART E HOWARD SUPPLE PRODUCTS IhT WILL BE FROM TXE MARRIAy 46t MAx . ON SWLLOW RLS. VIEW EIDWAIA NE r N LESS BELOW 9NIILER IIE.TK TOP RAISES TO E N AS MANURE RDMNAY (SF£ WIDE 3) APPROVE° PRODUCT LET NUMBER ]3. OF M ,C., SXAL: E N.IWLTLD PMILLEL TO llE OR/LE Ci .M. I. MEX UEO M WXJIALIION WON STMOMO W-] _ _ OURYsrcEM ` ---- N L°-].TXE DNB FADE W TX5 STANDARD 6 TO S. .OP. SIDES or CUE RMP WY E PWRID W" II"ILALY WITH RAW y 1 AL CAST IX PIKE WIIg M E ELMS M.MR R T SEE EFET NUS. -� Flow. ON RIM: E MASTED i0 YRTW THE YONTMIF DAB FLOOR °R BY IN. IEwIw3S'BE WWTAEIIN .KIIXI WITH REQUIRED BM3. CdEK.URATION. 0 4' CG-R OR .AS AWL TW E EWWNL RIMCI AWVE FILL a0 DITCH a °R 4. RED SIDES BM$ ARE i0 BE Me. x B" PLACED r®IiER TO CENTER AOMO 1 IM11KI Ll4 ,E. WL / I T b BOrx SIDES OF TIE RAp FLOORMD-DEPTH Or AMP FLMR. NINON WAG, R. SE STMOAND .-1S FOR WXB RMP GeV. TD E CCNNETE COVER }/". SRI MINI x B4 MOM gIIIX x, rM STNNMN TO K USED WM STRMgS Cm55W3 AN SAM ANGLES TO XRI _ _ I � SMwU,A USED WITH THE STANDARD. dMRE BINS - SOfNAN s. WMw.r cwe / cIAM AND GUTTER SLOPE TRANATNW ADJACENT TD Are TYPE A RMP. ME NLLUEA N PROMINENT FOR CURB / CURB AND GUTTER. 1 C®r CP ela FDI CIIM. CNiRG TO .LIA6 N MICE NEW m PFR GAIC YARD :SEE - - - - PERPENDICULAR �0 CDCEiE- WlE s: . j -CAA-- NPAVEO.PACE C CUR R RARE ME REQUIRED FOR MCI AND SIMm OEM PATS. THE WNTH W M I y,H PLAN VIEW FLOW LE 3, I NUDE PAYMENT MERY MY E LOWTRIILLIZ TO THE THERMOS flMP SXAL MALE 40ENAK WIDTH. w1EN CUM PUMPS AS USED N / y 1 KM'AAL TO E E H AL MEW EXCEPT RLP"E A WKMCr NTX .I AND -- 'N R/w LED IEWEPT MY .UB4RKT ... CAN . COWAN CTIN MIX A SHARED USE PATH. THE MINIMUM WIDTH SELL E WE WIN N y. �Y Y�Jf�fy":1SY1Wr'1X l (NP1R�M' N.LIALS ONA. �`------S:�--- EOURW FOR NYHINE PAYMENT WNCX CM BF OF THE SHMm NE HAM. < "y y v1R{'1TrA' Y 9'9 S'MN S x1 OEgYCO CRML C%XIFIDM EMITTED w WE ENTRANCE.) T. 0 THE S w US P SxAL Exrf W rK FULL wOrx OF THE '�,... 1 AX oY11EY °MS N, BEVEL EOE 6 REOEED N THE HEADWALL AT THE NEAT END E THE M RVIN .n ID PAI M i MINE IR-I (INHERE 1K RNI EN1ES L W CR ). K/OYAL AT TK WHET ON Of TK _ _ 4. RIFAM LMM E COMBINATION BEYOND µ0 E R/W CIXN RMP LANDING ROGER. �� -{ OLVEAT WY E E PRO EDE N I AT EINC EXCEL NOl BE REPLACEMENT EVWD THE R/N LIE _ NAG 4 NOTE; wOTH 'R"TW'0PN MIA(. WMWAY EXCEPT FOR RERICEKNi NAPOSFS. B. LIMB R.MPS HILL BE .iNLEO AND LOCATED WITHIN PEOfSTAM LROSSWAx4 I Iyr� T NNVX ON TYPICAL EL1MH. �N M SNWH N 0.µ5 OR N ODEMEO BY THE ENPNEER. CURD AMPS SHOULD N. ;i' CHAFER WY BE RN`NW N AL CODS A AlWFM11NElf5 OTKKI A NOT BE LOCATED eExW vEXNLE STEP LNs ucM POLE FIRE HrDRMrs DROP IWEi3 ETU. TYPE B ' -- ----- --- -- PLAN VIEW ENTRANCE NOTES B. A4VP5 MAY BE . I N RXgA OR ...OTABOOLk SECTIONS CN PROVIDED NHN PAR WE MR" NEMW IS PLACED MTNN 1K IFF C RE .. IN AK AND PARALLEL I I-------- 11 THE SLOPE AT rK caWECTON Of TIC cWe f"trFENwc Is Kflff1EKNM r0 THE CLIMB. I WHIM rD E SWELLS S. WHOM THE ENTRANCE O RMR CANNOT ILCDIWOATE THE :LAVING REQUIREMENTS OF ANTICIPATED HEAVY MUCK I ..'Be PO/OWAT SLOPE TRAFFIC. THE EPTX FOR $DEWAK B COW RMFS WHIM WIFEM F1SW 10. DfTEC1MLf wAMI. SNPMf PANELS SIkL BE .TNLfO TLUSH ANTI 1 u10 eE _ _ _ ,% N'PIRA°OLIC WAVE (ENTRANCE ONLY( XN J1 _-_- rz xcEAED TD r'.IEE cc -ID iNE BKN K CURB. -S ]. -� I I 1 :I UIX 1 EDGE CE PAYMENT OR AS Sul. D R I'm 1 E CUM RMrS INTERJECT A I NINE WMGE - 6. RM. ME i0 IWDATE WHEN WNSIRIFiDN OF A FLOW N NEC I - NTIONA FLON LOSE B N STREET GOWELTIIX6 THE OETELLJPLEEWA%IINGFSURfOCETSMAL HAVE ,yN Y \ 1 1 LINE IS EWI✓m iD PROVIDE FURTIVE ORANOAf ILRNz 5 _______ ___ _ USE L �� A FIFTTU RM:JIR 10 OR TEL BACK MODIFIED SEE RECOMMENDED RYTIE _ _____ _ _ 0 _____ AS N iHE EHTRMLE. AND 204O7 FORTO THUD DF XMRALCr CDET CTABLC-WARRUSNPMEN S°4.°B -�H - I.NYIINE ROADWAY -III]ID W E cs Ox A RAOW. ,. MN I : Bx uAX. m D ]. THE DESNME AND M4x.M EARRING GRADE CnlHcfs Ai X R" "S"ER lXM NINE NMOE ,l. MF LASTED N THE E NOT E ENTRANCE CAME R\ EWE 0i PAVEKNi . EYLL D }C �Ei*HOSELSSE VALES ME NOT MPLILIPLE i0 STEEL ATM%,SAME M rN N CUA FRONT VIEW AN YO'MNMJM FN SIDE VIEW cCAMENCIL ENTRANCE INTERSECTION NOTES TYPE C PARALLEL & PERPENDICULAR ENMEATEp ENE 60"-0Y.40" C0-Co 1- 0000 Ao000C. 000 0000°Doo LAW. RM 0000000000000 0G0-T ' �-Q0... OD O D 000D O O0 O 00 0o 000000 0000o 0 o4 Do 0000 O O -DE THAN. aA9�O MA ARBLDxaRF VAEFW ULIF MP [➢ SEEWE IL AL PAY WARNIUSDETECTAB LE TRUNCATEDDETAIL INSTALLED A RADI DETECTABLE WARNING DETAIL DETAIL TYPE B PARALLEL APPLICATION N LAY GAME MINIMUM RI ROIN R.EM ,,. QUW 16" CURB D B 1 5 1 a 1 6 B 6 A S S 6 y FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE D S I PILL SLOE P/ 1 ME SCOPE 2.1 0 b ° S I FLL aaE TAX Fu SLOE Y.1 0 b COWRER ONE CAL. ENDWAL MARC NAMES MDEARE FOR EA, MWEHY FK CRC YDS. cdI.. OE DSL ASCI O9C YARN NCEAq FW EACH MaPN"A qY W°N VOL CDYIAIE CAE ML. ANSI OAD YMOS 6XXIFyE FOR SK" MDTOXA WE RBL YDS. CDY . ONE DEL E.WNL COME OWNS NDE/SE FN ELAN AYMRK PE cIK YOS ♦.tln -z a- .. s• a 4°^ A -MIN 1 -Ia• yM Ly91 B.EOY a-6• Y L I.uz RAN 0'-Y' 0'-4• 4^ r- '- z6x I 1 D'_4 6'- Dr. vzA 1 a- " n- •• •-A• '_ •' B 6R9 II.R a-y T_6 n M1]3B D'-Ye N" 0'-Y U'-YY 1R.OID ]NO ls.xl a- 1 H.543 Sll1 C- ]F IY-Y '-T' N.A. SSN NAGS ii1l'. D,-0• P- •• PY'. I ANON 'I'M 4A33 - a ]e• n-o^ tr-e^ ns a.Rl m.rm A M'- ♦. zLeR3 l.ew - - 11-T 1°'-HY 1.14 W. 24.IN OAN W. • YLr1S 19M YSAYS SAN - SO" N'-B• ]0�Y' SAm m.SR ARTY 0 .' ZS.WO I.0]B 30. I.NS 90- DW 2r-E^ LAX ... E.131 a-D' E• 3LAND Ad55 ... e1E a3 8. C4-115 FOR STREET CONNECTIONS.ETXE ID CONSTRICT GAME CHANCES WITH A FINANCE CURVE. COMPWHE COST CNEDOOT H MIST BE DESSHW IN KWRDME NTX AwsxlD PExr MD THE APUGALE AEENREENIS SECTION A - A DF THE V°Or ROM CMANIA NCLW. sr°PRNL ANr DATMCE ANDA VALUE REOUNEKMS. 9. OR F MALT REOURE WMPIXE OF A ,TCHA OF WrrER i0 PROVIDE POSITIVE GRAMME ROOM GOTTA KAXS ME HTMERGWO, ALLOWABLE ENTRANCE GRADE CHANGES CRASS N i� ll? IRE.s.I - C H ETE - SECTION C-C W ENTRANCE NIN FUEL A°RICA TO STREET CORRECTIONS GRIPING VC4LK GAME. LXMICE C OESIRA9LE YYMN Twx NOA THIN voo vPo ox 3Y NEOMY 500-SW V19 5]Y BY L°N LES iXY1500 VPp SBY 0i d-Jµ... .0 BMy X «s.,x^c 1• 2 �t SAS H WS IF U., C-C 4.-q. SECTION A -A 4. E NOTE b 6 1 XMN"AE . ). STEPS. SEE NOTE 9. -CAME WEEP XDE MY ME WEMA y. C-C B. MY OPTIONC. MAN T. I I O H M NM M M E SNWII ON PLAN & IfRR9N DEPTH DO V E SI NNW W EPr" TOE 20'- . FN NETS Lf9S T. e' HIE srANMO ol-,A ]1 x. i X ORRLRN s N N r1E vA s MN SKI N TK RMs N1LL E NEMLPA° SINS TxE BRIEF OF THE WTFALL PPE T° THE TN N THE SIRYCrINE RMl 'M oLds10H5 ME ,UNDERWRITE SKY FEW !ESTIMATING REPOSE$ YA THE ACIUA D9EMlNy 5"NL We DETERMINED SY THE CNIR.ICTIIR FRN AFL° CgxlWs. WHOM sPECPED N THE RNA THE NeXT S TO N KCCNNME WTI" "A 5-L COS E Fl .. AND RMJ. AL MATERNAL WeED To THE SIWWN 5 To E N1LCED N THE BS PACE FEW THE STRUCTURE. N THE EVENT THE NVEAI E THE WTFtLL PPE 6 M TLW TE wO m OF w SIIeLR1E iHE ..I OF TK $1NATIH sNN1 E MINE, NM cE1xIT 4gRM TO REVEM STAYMIG OR MD E WATER N rK sIRL'CINE. THE =I E FNNSI. AND PLAN. ILL MpTEXI N & To Ire SKr. N TO E MCLIuo M THE . PACE FW TK STAN RE. STEPS AE RENAEA. FDI ETAS SE nMONN ST-t . (TEN MAY E RACNT N COST-11 RICE, .4 S r SMOOTH NAME AT rANWATFLY BY C-C TD E PLACED A ILL ITEM .AUNT TO MRRYJ WNRETT TO REVERT MITTELdI. N TEN W 0°WALE A R' x 4•• NOTCH WY WE .I.. GTE STAAA.® ISUF° 4 FN ATE. ESRN r CNERR WEEP AXE TO E LOCATED TO P NINE N.LTVI WEEP MTX N"NS" RA$IC T.W 40T, I" TL N III SrEFL NE, YW WPE TAAErfll D.OI' MAEET 4 YFYI xARD . a°T" MLWREA PFXET ro TK WrsNE E THE SIM ... I VAR. VAR. �v. ALEEPONMJNS NWLN AMt DOWN E S•. Id AL N]iLRN13 .. E OR DEAR E NL N. SY S. A GATT. PLAT CdYRTE B TO E MME N CRO .x ..I WxfEIE S TO E COMNE M MASON WE _LJNLL.S EVERY MARI M N IN$d 91BKnN4l1ES Beo, 14. If NTNIIA SMIRK M JiMT A UED IT A TO E IATID, NL SRNs S SNA V IQ E ... ST 4. DA ETFIA I.I I& FN RAN ACES OF NET SE STANDARD d-SA 31 Se. N. WMNITAS yNOWN NE FOR I NUR E ENCH TYPE. FEW NEn E CAGIER EPTX N1 W LONER MET ILL VINEGARS NNWN PFA ANT MUST E .. THE ANINr CF C TE NN STEEL CSR BY 14E5 WSr E ESILhN LO WTA1 TRIG gIM11TES d. FDA INNER M WAS AEG WORRIES AND LEWTHE SE .I 1W... M. FN ESLRPTdI AND LOGTAN SI NAMFAI L AIDE SIEEI .... N. FN AL ETMS p�N�A, NA MPCHAD SIEGE MOVE TS LE ME ST/IDIAD d-M $ x. SCHEDULE OF rIWMUW STEEL BMs N SINE N BYi3 V M MYLM W. IERSTx ,ro. LExOix EOQ REa0. REO'0. 4NGx1 3'ti• 4.1.1 S-S•, N H-1•-♦" T "' . a• < T N BM M FMI CDCFA ♦ 95 1M X1 EACH AT n- CANER SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 6' DEPTH INLET xwEMPTITs Ta IE ADDED FOR EACH ADOTIOINAL FOOT OF LENGTH " L Cd1CTClE ERR WMCIE EiE1 .Y Min OAs O4 OAP LT.E HYPE CEETEW L REMPDGCIO EE .iC ST[R CDRRETC P MY .• NAN %i1 E'-0• MI �VOOT STANDARD CURB DROP INLET RGD AND BIDE sY" DA NEE! 1 E 1 EM$W ogre 12" - 30" PIPE: DEPTH (H) 8' TO 20' 23 N4.11 %RiON .WARRAENT E 1RA6R'WTAINR ]OZ Yµ. tl-0" I- MALL N-° I.... NO RNL FpL DA`"AS XR-1 M�" D.C.�" NPS RPE RCKET WALL DETNA -i I- ....-.. I- ......, - _I- ........., _1 RNL EKPMYON AN"R AT 1^1 TERvks Wr EZOEEpMc LT- YM. x AEI. 1`J' P-IS : Y w. HIS 13.v5- O.D.I Sd1EDULL M We TALC ANT wAL RALs :z" Mw. xps HE ns" oO1 SCHEDULE 40 RR F%PMEN JOINT ..I$ : i" MIH. NPS (1.°5" 00.) SCHEDULE 40 RPE, O MN.SGLq STEEL ..IN BOND flI HR-1 TYPE II PEDESTRIAN RAILING (FOR USE HEAD SEWA"5 AND HM31 SEE HOMWAv PLWS T' mie L OR "I ECTIWE 11' FN DISIME 10 1'/i' INS sCXEDILLE 40 R SIDEWALK N SHARED GAPPING RNL USE PATH. ..'A. EECrRODE- YW pL S0.0 $ E6 $NWTN RWxD ROD CONCRETE COOING TO E COMES BNEo an CAPPING RAIL DETAIL NXL CNNTdJs, z" R BOLTS vN USE &ONG SIDEWALKS AND RMPs) " NPRNG MAIL SHALL BE INSTALLED WHEN E SIDEWALK N RMP GRACE$ :NN EQUAL EARTH FOUNDATION DETAIL TO OR G EATER THANk TEERCIEiENT. GRAPHIC IFN UME WITH TYPE .L IARALI.51 E RYL., NN. E'-b'��NN. R'-C Ne" O.C. �• IN9 MR Rf#i r4" r.0 I-4" I I I RA IXPAL9]N JOIHR AT MTERVNS .r EXCECONE ]- YAc 3O FEET . 'DE PoSR ETAN. WALL RAS EXpA9N Jo. PORTS : L' WL xps Iz.Sm aD.1 SLYE[ : R" YIN. WE IR]15" OLD, °CHOW( : jA CLAIM IAOy- OLD.)XHE lW •A" Mx. SED STEEL AJDI `VAT mM Mo S6WE sIMOARos A COPY OF THE OdNWL ssuf° AND sIGHEo NAYRNc A N ME N THE CENTRAL (XEICE. CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) VARNA DEPARTENT OF TRANSPORTATION sPEFluiOu REFERENCE' sPECIFC/,IIN E"EWE STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS NDS 42" - 96" CIRCULAR PIPES BM VIRGINIA DGMrEA! BE 1RM6D?ATM V ��' WAD W GDDE sTANDAROJ4 ""E`FC'ERENLEN METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) VIRGINIA DEPARTMENT OF TRANSPORTATION t/�r spfDFIG mM MD saoE sIMDARDs ENE REMAIN DATE SHEET I or : zD.T°a D"EB zwM MOM SHCEi I OF 3 REVNaN ogrf 04ns sos MEN EWSW Gre sX¢T 1 W 1 soz zwA1 Ntn II NI PIPE 40 PER R. AL PAL. UNIONISTS AND FASTENERS SYCEL E GAVMEED IF MCORONILE BOTH THE CURRENT ROM AND BRINE SPECEICATO.. 1° MNEVE A UNIFORM WATW ON NL SURFACES VENTING AND DRAINAGE MILES FOR WLVMEMG SHALL BE .WDEO IN iXF SWP ...S. J. AL FNTEWRS WALL BE N KCNDALE WITH ABLY ND], NTM MEAND ARTY FN4. AL ANCHOR WLTS S"OLL E IN KWROAVCE WITH MSHTO M314,WME 31 4. A LIEMICK MNM STEM FRW VWT'S N Wm IMTFAA usT ATE NED IN LAW CF COST IN RICE MNKNS MG SHALL BE wauOfD w HE sx0p DRgrx6s. s. Pods SX41 BE YTLRm io uAicN NAE OY RAPz. 51CfwANs, MO STEPS. S. ALL MAIN SELL MATCH HALL E RMP$ AEWANS AND STEPS. T. M L PINTS MD RNETS MOUNTED D SET RNL. °. RNLNGS ANAL 9E S IMST&O NA ELECTIVELY AM IN WILCO. GRW DOING MATFIRA$ MSTNLATIN TO E IN MLNGNILE WITH sr'O.FL-1 .AT OF ERIC IN LEE ° OF D°NWIHGVAD FABRICATING THE AWARD DOCUMENTATION FROM IE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS AR CUT WITH E RATED SYSTEM ANAL BE SUBMITTED WITH THE INSTNLATKKI BUNNIES AND APPROVED BY THE ENGINEER A ACCORDANCE WIN NOTE 1. M, HANDRAIL TO E IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEME WILDING CODE. METHOD VOF LOCATING AND ERECTING EWANI MA'A°A DEPARTMENT OF TRMS"ORTATION ]/11 SCOTT/R. CIDUINS� Lic. No. 035791,'n p 11/2/21w4 oe, `,�T 1 `'SInATAT. EEr' ZLUD. Z O_ Z Z O - C _1 Q IF O y ^� � w F- L Z C W H [LY ` ` E `J I W` C Ce L N z I w E g O U) c6 ~O j w a 0 w w -I .--I Q Ch N N n � z < 1_L 0 Q O I-1 F1 LU Q IZ I Q J 1 1F� 0� W V 066 W [--• ,On O V C) Oo _j ce LL ]OB N0. 182150 SCALE AS SHOWN SHEET NO. 9 `C T ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED 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. iS. 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 OF THE 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. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. -.- VARIES 5' WATER SEWER 3 0 d IY LOCATION [IF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER b SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8 �4. I B•. INITIAL BACKFlLLU6., MIN MIN.BEDDING STONE • STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 6" 4 11 INITIAL BACKFILL 4 MI S. 6" B" SOIL\ MIN. MIN. MIN MIN. #68 STONE >>-'--GRANULAR FILL AS APPROVED \�BY ACSA;1:':'-i'_r,�- \ l I aCK� Z STABLE SOIL OR ROCK' NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF FEE CU.YD. {FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6'• 45 2.OD 2.25 2.60 0.15 2.00 225 2.50 0.15 22 t/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 250 O.tO 90 3.66 3.16 3.21 0.48 45 2.68 2.88 2.77 0.28 B" 221/2 1.68 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 t/4 1.66 2.76 2.67 O.t3 BO 4.83 3.83 3 10"12" 45.3.83 T2.840.10 4.00 2.8322 t/2 2.33 2.58 4 11 1/4 1.832.33 6' MIN 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBEE A HYDRANT IS LOCATED IN A TO POURING CONCRETE, A S1 BE USED AS ADDITIONAL SUP NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES �--�2' TO 10' 6" GATE •, .I VALVE M RESTRAINED JOINT FITTINGS ADDITION SHALL NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 t/V MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.s. FIG. W-4 TD-8 Top View 6" MINIMUM TE: RESTRAINED JOINT FITTINGS. - - - - - 42" Minima X 6" Certification of 95X compaction required iILIIY-\•Q\\ it Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA, a n 4' n . a 1 MINIMUM d:e d. Side SCOTT/R. CD'LLINS�Z Lic. No. 035791,E p 11/2/21 ,fib` OzSlnrrn T. V�C,l.C'. z O J 1 Z � 0 _� � O z 0 45' H N w F I u I I W ' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B 7D-5 PLACE 5' GALVANIZED "WITNESS "POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FI NISHED GRADE -\ II � ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID WATER 2500 P.S.I. \ CONCRETE THRUST BLOCK '.,d , d a e .. M.J. GALE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE TYPICAL GATE VALVE NTS FIG. W-5 TG-9 F � Z w 0Eu Q CO oLS F 0 oc w a 0 i w W 0 IUl F_: — ULU ) z � Q � ti J C`') ZM Q N Q 1 �1 N I --I w WCY) N (,f) N Q W ^^ W I Z J Q J_ `fLU ) \J / � Q LL LI..I O (n oZS z w � U JOB NO. 182150 SCALE N/A SHEET NO. 10 FIR KI / TMPo4600-00-oo-oz8�z / � -� � I %' v A _ VA � A A � \ V � A � — — — _� CHARLES R. HAITGH-- V \ V ---v v / V AA V A \ & E.I. oGLESBv}R. EXISTING STREAM ' I \ V A v - - V AA o A V D.B. s492, PG. 4�k / A \ — — v v v V A v v — / — — W / i41- // // // vv A A V A \ \ V A // / / / W VAV A \ 5.45ACRE5/ - '� 2 /�"(� / /I�� �� \� �\ \ \\ —�' vvv �J, / ,// / v A�VA \ \ V A V A v / / \ \ v v A f� /v \ / / / A Z / \ — —� EXISTING POLO GROUNDS ROAD W - V A PHASEI-IMPROVEMENTS / Lu / - 4-8' '� �M-A62 TM -A - BEGIINPHASEzPPOLO GROUNDS ROAD CONSTRUCTION -STA. 14+90 TvPo 0o an o-iAo // 6o0 386 CHARLER:&ELIZABETH ANNIrIOGLESBY HAUGNv -— _ - - ---- I_��-I - - - -- � •.ate - v ; _� . STM BSz -- -- 1 - - EXISTING STREAM , / // / /- \\ - -26+00 26+50 "�'>++. �\ - / _ g.gz ACRES 'w.,✓-"7"— O GROUNDS ROAD - / — STATE ROUTE 643 POLO GROUNDS ROAD 25+50 28+0p \ _ 5 i Lic. No. 035791 11/2/21 -- STATE ROUTE 643 POL _ - -;— �4+50 -- -- _— — �_ - / i ; / i/_�i i _ _ MPH , -. J .... __ --VAR. WIDTH, SPEED LIMIT-35 -' - --\ 24+00 - ecti - VAR. WIDTH, PROPOSEDSPEED LIMIT=35 MPH _ .._ __ _ -` — _ - _ � \ \ M_ \ — — — — — — — — — — � i � , / j / i�� i j/ � i ' _ D.B. 481P. a63 __-_ __ -_- 23+50 - / �3+0o \ EXISTING EDGE OF 9+ _ Lu - - - o _ - - 28+5 ST B51 o \ 36 - z2+5 -T - - PAVEMENT TO REMAIN- / _ - � � � oO l ' - _ _ _ — // l / ; ; -� i ,; ,; / �� / s e - -_ +00 — — _ - - �' ® ®� ®�-0.-0__ / t I \ _ ®�® �� \ - �� \ ^`',\ M E / ST B4z 215 — 0 � � � ®®� i i — ®0\ ' _ - - ® / ® r STM-A6o \ ®®. ' / \ ®� _ _ __ -- - / / Z 21+00 - - - l EXISTING POLO GROUNDS ROAD ® \ EXISTING GUARDRAIL / / \ _ - - - - - _ __ __ __ __ -- -- - / / % / / ® vPHASE I IMPROVEMENTS - - - - ® / - v v v _ -- v 30+ v - -� - _- - 80 _ - - �,�s- / O \ \ TO REMAIN / / \ \ \ \ EXISTING GUARDRAIL- /\Q\ oo`* �-4 \ v / ®/� VA A®O / / / V v vvv� I -v'vv � v �� - - - --- - /� �� > Z - - -- -1 / \- - TO REMAIN ' \ EXISTING STREAM w -- _ / \ \ -� \ / ®®\ EXISTING too -YEAR FLOODPLAIN (TYPJ \ \ / EXISTING EOF _ o DGE PAVEMENTTO REMAIN - v v �» �- 3 + ° - ice'Lu d®® ,5 Do\ ,31+$O r 1 — S� i�i i i/i3i — Ce STATE ROUTE so 4 643 POLO ROUNDS 33+00 33+So 34+00 - i VAR. WIDTH, PROPOSED SPEED ROAD --NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL L 390 CONSIST OFSOIL_AND BE PLACED IN--SUC—CESSIVE R-_ UNIFORM LAYERS NOTMOE 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, FLON/ABL_ E-FILL, CONFORMING TO / SECTIONS 20S, 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.o3(a)2G "BACKFILLING". - \ — / \ \ \ \ \\ \� J ® —•— —zp IMIT_35 MPH 0-67-0 NOTES: — \ \ \ - _ \ - - - �66- — - J64 M-64o 1. ALL FILL TO BE PLACED .AT 95%COMPACTION- - \ � \ � \ -� � _� T 2. MINIMUM 3.5' OF COVER MUSTBE MAINTAINED OVER W/L. _-__ -- - _ _ _ - -_ - % ;� / / / / COVER CAN BE REDUCED TO 3.0' OVER W/L AT LOCATION �\ \ -- - - - - - - - 0 - - / / / GRAPHIC SCALE OF PEDESTRIAT�t CROSSING -= \ XISTING ioo-YEAR FLOODPLAIN (TYPJ; ,- \\ - - - - - ' F Z w f 0 U a a 66 0 W a 0 w Lu w - CROCKETT CORPORATION / 50 / 0 25 50 too '_ — 2q0 ' w •� IN ni 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM \ \ \ - - - - - - - - __ __ - - - ' TW04600-oo-oo-oiKo - - SEWER & W/L AND 1.5'-OF SEPARATION BETWEEN W/L & - - - - - - -- _-_ 779.5GACRES N N - -------- ----' DB 624, PG 193 SANITARY SEWER MUSTBE PROVIDED. MINIMUM OF 0.5-- VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN___ WATERLINE AND PEDESTRIAN TUNNEL. _ _ _ - - - - ` / ,': - _ ; ; ; _ E­qDeh = 5Q ft,_ PVI STA: 27+ .41 PVI ELEV: 38 .14 K: 30.62 LVC: igo. o PVI STA: 29+53.13 385 PVI STA: 23+66.72 H aHIGH H PVI EL V: 376.71 PVI STA: 3 PVI ELEV: 4z 54 PT. STA: 2 +82.84 PV ELEV: 6 .o K: z 35 75.73 K: 94-58 + + m LVC 87.20 : 39 1 VC:45o.0o Ln° w °N° Lu m LVC:11 .o0 PVI STA: 33 6. o 3 o a N Ln m v > a ^ ^ o O OD PVI ELEV: 6 3 .z8 LOW T. STA: z1+54 4 N ID LOW PT ELEV: 3633 rn mw W m n rn M °+° m °+' m 74 K: 1.z380 ++ n Uo , I.. LVC:14o. O H Vl M W M m w --- a__ -1.5g% w m u Lu p6 u m U W _-- _ m w + M M _ M W U W -0.53 o 0i > 375 ----- — _ � m w O o 0 m m / �3z% � � \ + M 370 m LLI > i U --1-35�0- XISTING GRADE (TYP.) - - -.- _ 365 - - / N PROPOSED 30" RCP - / ¢ STORM SEWER CROSSING -0.14% ---- / ----— --- o F- PROPOSED 30" RCP N T 360 F STORM SEWER CROSSING o VERTICA GRAPH C SCALE U PROPOSED 24" RCP Lu 2.5 0 0 STORM SEWER CROSSING W 355 Lu - - - Q ( IN FEET ) W = 1 inch = 5 It, � a Z 1 350 m HORIZONTAL GRAP IC SCALE Z 0 25 0 00 00 V ( IN FEET ) Q 345 1 inch = 50 f L. 340 335 I� n Ol W O S H o t0 Lp O rl OO N W m tD O u1 H O m l0 O L/1 N S 00 m �T M <D N <D N <D M LD .t w In -D l0 OD Ol H n �+ r` lD n n n 00 n 00 W r- I� n n n l0 n l0 n w n Ln n M n N n O n 01 � OD � 1� � n ID l0 w M M M M M M M M M M M M M M M m M M M M M M M M M M M M M m 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+SO 31+00 31+50 32+00 32+SO 33+00 33+50 34+00 34+5° 35+00 35+5° L9 z w ul z J J U co N 1 N CD N N W J Lu O Q U 1 W D H Lu Lu C0 H Lu Q U 0 O N "Me Q � J U Q ° ° 3 U 0 n H � n W Q a U -0 Q � 0 V I o ) ° ' Q ° 0 z N o ,.,0 ® cn ltQ1 .� V `o Q o t 3 z J ::D O U O0 LL °' Lu J_ O LL o J O°' p C ' Q z w w M Z O � Z w Z W 0 O a 0 Lu F_ U X Q ° F 3 J N 1j ~ 4 0 W u W aFn o JOB NO. 182150 0 0 N SCALE ° V: i"-5' ° H: 1" = 50' POLO GROUNDS ROAD PROFILE ° SHEET NO. o �s / /// �� ///////// / TH ODD. FUTURE PUBLIC GREENWAY TO t r w w / / / DEDICATED TO ALBEMARLE COUNTY,! / /1 / �®®��I �� II I A I \ V \' s` \ \� -/G/W// W /// W/w J/ WW/ / /WW/// W /W.1• % Wi'WWi W'/ WV / / TNRN.T AT TIME OF FINAL SUBDIVISION PL -oo-� PERPROFFER#zOFZMAzoi8000i o. -� ,_�(Kilc. 0 &q035791 "k— TMP04Yg9 Z/ IBRO®KHIL+L MASTER" Asso�ATl®NINE. i 2/2fs 1 EXISTING STREAM i . D'Beo6�ACi2E5o3 w / i /w �•' / // / l / / FUTURE PUBLICGREENWAYTOBE w �/� G� /� l / / / / / / / / /% �� �S ✓ / '� S .7z / A ) 1 I I I I / // / r / / / / / / ST/� \ \ \'V /// //� ^ \ \\ \ \ v • W IV W J' W W W W WI \ ( '`W /.1• W/ Y .Y/ .LI b��j y{�/ // I / / I l l l I / /\ l l I / / / / / / / tV I I � 1 1 DEDICATED TOALBEMARLECOUNTY / PROPERTY LINE--,,,, AT TIME OF IVISION PLAT PER PROFFER A#z OF ZDMA zo 800o i i W I W y L / /rly ® �i ) \. \ \ __/_ -- _Ci//w .✓ ,C ��..�/W w� w / / j////% l l / �/ ///l//l l l l l l l l /l // / /l ////i I; / i 1 _ u. �/ TMP 04600-o0-0o-o28Ao I \ �� 4 �- J PROPOSED PEDESTRIAN TUNNEL I �/w % o� - - - - - 1 w w ® l -�0' j j/ / / AAANOGL SBYHABETH I w 1 �1 ��.�I Iy I .L� I \\ V A V� o� �.. \ ,� ...� v •`®..'. l �l®ll / I I I 11 I ! I _-OrK /!/ DB�333BYP �oUGH I j� I�. A�\ �� 1 I, �I w:-� w W wJ r- I 1 I A V A �\ �V V - ,�� ;� -- TMPo4600-oo-oo-oig68 I ®� .'.'.'.'.� ) p/ 1 1 l / l l I I I I I l I I / l I �. T(H) x io'(W) RC BOX CULVERT / / z zACRES/� CROCKETT. CORPORATION..• _ �\ b:' IoPI� V _ - 4 Iil, { - �� / / 99 / - I . STM-B61 'i AA �� ,;., AA \ V ® \ �� D.B. 5346, PG. z56 / / A - - - i A / / STM B O ' ti .r v A „ng.6g A E 334�\ VGA ®® �_- - _ - --- - - - - _ — EXISTING 3.00-YEAR FLOG PLAIN (TYP.)STM B9 d �•' • `l 1 a ti \ \ \ v < STM-B4i��----_— - - _-__- _ _-- _- _ - --_ _ -_-- -_-- - -_--_ -__- _- --_--- - -_,-�//SiT �B__-_/ �� / �- /�/ �/✓/��W /ww� , _w--"" ... = -•.3""ay-. �._ -s . _�=. 3- sW —s --- - - -M - STM-B-6 � io®6 sw i w- �W W Sw \ I \ \ \ ou�ZR-IPIIIC SCLEG T BROERT®LI"EXISTING STREAM E eo o zs 50 100 aoo aXISTINGSTREAM— \ ®2t/ 0 b TM B7i- 50 ft. d[ I - - .�. � �-- -' •ice _ ".L.�./. / / // \ \ \ \\ � � 3 +I = = - - - - »_--- . ,;• i STM 64 • T I ® 35+00 3 6+ + o \ 4 i+oo 4 5 4 00 - _ / - - ; \ \ HMO ~ ° __ f \ \ MERY RIDGE OWNERS ASSOCIATION 35+So 6+00 - _ \ fi-- o+oo - =0+50 4 i+ o z+ 4z+5o 43+00 „N _, - 1 \ �� \�'�C` \ \ \ C/0 WILLIAM 1 DALTON — —� _— — \ 3 50 37+00 37+Sos °; 38+00 00 0 0 8+ o �39+oo--fi--- 39 5 _ — — — — — f \ f �® \ TMPo 6Do-oo-oo-000Ao c _ hx 'STM-B4o-= —o / ® _ _ a_ _b— 43+So l �� �,)L_•�"� \ \—\— \—� \ \\ 4 \ C \ — --- — — �-� — — ®— — — — — ——� — -- 5 OUT 6 POLO GROUNDS ROAD> _ — —STM-B3 =_— _ STATOpUTE 643 POLO GROUN 4 + — + o ;� —— ® — \— �\ \ \ \\\�\� DB zoz PG S z 3 RO - - -�_ - �� , ®. y a \ \ soy, SPEED 4 00 44 5 _ _� \ \ \ \ \ \ \ \ W t _ -o- - STATER E , / - ROAD- 4;+00 -\ ,a L \ \ \ 4 47 - CpFTT R/ _=-��-- b-�A�-O_� — _ _ _ -- =y-VAR. WIDTH, PROPOSED SPEED LIMI=_35NPi J/ / / m D.B. y81PL261T_45 MPHr -\.�\ \�\� \\ \ �, \"` \\ C -�_ - _ - - ®--o- 5B- _ _ \ 1�I _TIE IN TO EXISTING o 60 R � - --- -- __- -- � \ STMBz \` \ � - � \ \\ \ �j oo /p / _- - - - / _ \ \ \ EDGE OF PAVEMENT c pe62 gCRFs jaCD N / _ _ - - - - - - -- - PROPOSED ROAD STRIPING 4 \i \ \ \ ( / _ 46+00 t,a - - - - - -- EXISTING GUARDRAIL - - - -- —� — — — _ G�93 — — — — — — _ - ___ - _46+50 I T TO REMAIN- - - ` EXISTING GUARDRAIL \ I o / PROPOSED DUAL 5'x5' RC BOX CULVERT 41+o \ V � A ' � "�' � / II � v � � v v v � EXISTING EDGE OF - - STM-B6o VA\ \ TO REMAIN ATE \ sT - - - - - - - _ - PAVEMENT TO REMAIN \= STM-Bi EXISTING EDGE OF \\ / \ c VAR. wV, 0 E643 P 48+00 PAVEMENT TO BE h v -PROP °Lo - - - - - - - EXISTING STREAM \ \ I °SED GRpUN 48 y r li.l � V > W r z w i g u � U U) a 66 o : w o_ i 0 w I U) i Lu E AREA \ ® sPEEOLIMirOS ROgO +So_ti _....- w •-+ ni r4 P STRIPING M T �s \ ,WIDEN DINTHI v CRocKETT CORPORATION r PROPOSED ROAD STR G ST B7o // �� \I EXISTING EDGE OF MPH V ' Q r4 r4 y TMP 4600-oo-oo-oi8Co \ EX�STING STREAM v v PAVEMENT T�REMAI �� \ � r o ---- - _=--- D664,PG193 � S � EXISTING GUARDRAIL v �® v� A� v� v� t� A o -- _ --- --- 4 v v �� / TO REMAIN ®vim v -EXISTING EDGE OF PAVEMENT TO -REMAIN A 0 c 390 z NOTE: ALL ROADWAY E BANKMENT MATERIAL CONSIST OF SOIL AND BE PLACED IN SUCCESSIV UNIFORM LAYERS NOT MORE THAN 8 INCHES 11 THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE W VDOT 2020 ROAD AND BRIDGE SPECIFICATION :t, 0. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26 AGGREGATE EASE MATERIAL S ZE 22A OR ziB FLOWABLE FILL, CONFORMING TO S ECTIONS 205, zo8 OR 249 RESPECTIVELY, OR RUSHED SIZE CRUSHER RUN AGGREGATE SIZE 25 AND 26, P R VDOT ROAD ND BRIDGE SPECIFICATIONS, ECTION 3oz.0 (a)zG ,;ND ACKFILLING". PVI STA:I37+5o.00 PVI ELEay: 363.68 K:1 6.so EXISTING GRADE (TYP.) \ Lu \ Lu V) \�\ Lu 01 I Lu Z 2 V H NOTES: i. ALL FILL TO BE PLACED AT 9S% COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. COVE R CAN BE REDUCED TO 3.0' O ER W/L AT LOCATION OF PE DESTRIAN CROSSING. 3. MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWE R & W/L AND i S'OF SEPARA ON BETWEEN W/L & SANITARY SEWER M JST BE PROVIE ED. MINIMUM OF o.5' VERT CAL SEPARATI DN SHALL BE F ROVIDED BE EEN WATERLINE AND PE ESTRIAN TUN EL. PROPOSED DUAL 5'xS' RC BOX CULVERT CROSSING \ I STA: 41+25. 7 'I ELEV: 346.8 K: 37.46 LVC: z6o.00 'PT ELEV: 348.92 VERTICA� GRAPSC SCALE 2.5 IN FEET ) 1 inch = 5 25 EO , ( IN FEET ) 1 inch = 50 W W PROPOSED 15" RCP KSTORM SEWER CROSSING PROPOSED PEDESTRIAN TUNNEL CROSSING 7'(H) x io'(W) RC BOX CULVERT 20 385 375 PVI STA: 45+ 7-57 / PVI ELEV: 3L 7.00 K: 67.34 o 370 / i5o. o / m H Ln + m + m Lij Li/ ° 365 > Ca > W /— / Ln / / O / / 36o PROPOSED (z) 3o" RCP CULVERT CROSSING EXISTING zo" SANITARY SEWER CROSSING G GRADE (TYP.) DD M .t M rl 1� Lfl 'ilJ W W I� rl I I l0 W O M Vl tD W 'i I� 01 M I� l0 Vl .t N HO W w It N rl u M W Ol O rl N M It tD m Ol H �o l0 w l0 t0 l0 l0 vt L(1 l(1 l(1 Ln Lc l0 l0 M M M M M M m m m M M M M M rc M M M M M M M m m M M M M M 34+00 34+50 35+00 35+So 36+oo 36+5o 37+00 37+So 38+oo 38+50 39+00 39+So 40+00 40+50 41+00 41+50 42+00 42+50 3+00 43+So 44+00 44+So 45+00 45+50 46+oo 46+5o 47+00 47+50 48+oo 48+5o Q w Ln a- 355 350 345 340 335 tj rn Q J U Z M o N Q ° a�F / 0 > V 1(yY 0 1 � H ° n > pD LU C o W N Q Q Q = O W > ^ o LuV I Z_j t J\ vo z N '/ Q J ° - Lu O ® ° n L9H- � Q .� O V) U J Q O ° ^^t [If 3 z Jz 0— .� U C) O w Y V Lu o J � w ~ J O ul OL C F_ z Z M Q Lu w w Z N O U F_ V W CO � Z J F Luo LU ~ J o a Q O Lu O O U x N Q w ° J N F 0 w u w a o JOB NO. 182150 0 0 N SCALE ° V: i"-5' 0 H:i"=5o' ° SHEET NO. o 0 12 L TH 0 385 C, SCOTT L� Lic. R. No. 035791 LINS'Z 11/2/21 �4 ��sSIONAL EGGS w z z z z N z 0 F° Z W o ° U F z Q w 3 z O a9 F � o L o a m a k > u Z U w66 ��a s z z O 0 O o > u � > Z < w a 3 = �^ uj Y N m Q Ln Q w > w w o W w 0- ° i W N _ ° W U � 0 O 0 W N rl N rl N U irl a j z Q ti J � M rn N ° Q O 3 H� a 24+5o 25+00 zS+So 26+oo 26+5o 27+00 27+50 28+00 28+50 29+00 29+5o 30+00 30+50 32+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 3S+50 36+oo 36+5o 37+00 37+50 38+00 38+5oCD W WATERLINE'F' PROFILE N o N Q NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL a = CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE i UNIFORM LAYERS NOT MORE THAN 18 INCHES IN Lu THICKNESS BEFORE COMPACTION OVER J THE ENTIRE ROADBED AREA IN ACCORDANCE WITH J Q W VDOT zozo ROAD AND BRIDGE SPECIFICATION 303.04(h) Q J Lu O LL a NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN � � 0 AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE ziA OR z1B, FLOWABLE FILL, CONFORMING TO 0 o SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED Q L1J 3 GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR z 7 Z = CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD = AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G J "BACKFILLING". U O o 1 w NOTES: Y r�nn V I— i. ALL FILL TO BE PLACED AT 95% COMPACTION. w Q o z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. ~ > T COVER CAN BE REDUCED TO 3.0' OVER W/L AT LOCATION J OF PEDESTRIAN CROSSING. O 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM u I � 0 o SEWER & W/L AND i.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. MINIMUM OF0.5' VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN w WATERLINE AND PEDESTRIAN TUNNEL.0.5 Lw � M z ZLu BENDS TO ROUTE o VERTICAL' GRAPHIC SCALE ITARY SEWER PIPE u s o z.s s ,o zo LLB Of ° O ° ( IN FEET ) mj a � o 1 inch = 5 ft. O Lu 0 O N HORIZONTAL GRAPHIC SCALE < s so o zs so ,00 zoo (� W 3 o J N ( IN FEET ) w 1 inch = 50 ft. a to °o 38+00 38+5o 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 JOB NO. 182150 0 WATERLINE'F' PROFILE SCALE V: i"=5' 0 H: 1" = 50' 0 SHEET NO. a 13 L PROPOSED AIR -RELEASE VALVE NOTE: SUPPORTS REQUIRED ON RCP 3$p ON BOTH SIDES OF CROSSING. 375 EXISTING GRADE (TYP.j Yy MIN. PROPOSED 30" RCP NOTE: SUPPORTS REQUIRED ON RCP STORM SEWER CROSSING ---_ ON BOTH SIDES OF CROSSING. I 3'S� 37O MIN. FILL (TYP.) I ROPOSED GRADE (TYP.) `. PROPOSED iz" CL. 5z DI WATERLINE NOTE: INSULATION REQUIRED AT CROSSING. `- 1• 1 1 _ � ROPOSED iz" G.V. �-- ---------- _ 365 � PROPOSED STORM SEWER z4" RCP CROSSING ROPOSED LPYDRANT FIRE REMOVE PLUG &TIE -INTO ASSEMBLY - EXISTING iz" DI WATERLINE w/ iz"x6" TEE 36o NOTE: INSULATION REQUIRED AT CROSSING. PROPOSED FIRE STORM PROPOSED SEWER CROSSING 30" RCP HYDRANT ASSEMBLY - w/ iz"x6" TEE 355 PROPOSED iz" G.V. PROPOSED iz" CL. 5z DI WATERLINE W - � 35o w u� � 2� 345 ~ - w= u� � 1 - wi 34o Z = 335 a'_ � � tD I� cl N N O Vl Ol M W 1� ~ 'i 1p M Vl n � 1p M M °p rl O � I� Ol � N N N O I� � O N l0 �Y N CD ri ~ O M M M I� ri rl N O N V1 W M N L!1 O n N '� O Vl W � V1 � � I� � N .t ul V1 ^ n � W � N � W � I� ^ l0 ri l0 � t0 l0 � � � M M N N O O CD � CO � N ^ l0 ^ 1p � S � S � ,�:� � � Ol � � W N ^ M ^ M M M M M M M M M M M M M M M� M M M�M� M M M M� M M� M M� M M� M M M NOTE: GRIPPER GASKETS ARE REQUIRED FROM So' BEFORE CROSSING TO HORIZONTAL BEND. INSULATION REQUIRED AT CROSSING. CONTRACTOR SHALL INSTALL SAND BUFFER AT CROSSING. SUPPORTS SHALL BE PROVIDED ON WATER MAIN ON BOTH SIDES OF CROSSING. 360 PROPOSED FIRE PROPOSED iz" CL. 5z DI WATERLINE HYDRANT ASSEMBLY � w/ iz"x6" TEE � 355 PROPOSEDTYPEA __� BLOW -OFF ASSEMBLY PROPOSED iz" ii.z5° W= HORIZONTAL BEND 3�5' MIN. W i.o' 350 � _ CROSSING � � 3�5' MIN. EXISTING zo" SANITARY 0 5 SEWER CROSSING ~ i = PROPOSED i5" RCP 5�5 345 W _ � � STORM SEWER CROSSING PROPOSED (z) iz" 45°VERTICAL ' - WATERLINE OVER EXISTING zi" SAN W � z PROPOSED iz" 4S° � HORIZONTAL BEND 340 J _ _ � PROPOSED DUAL 5'x5' RC PROPOSED PEDESTRIAN TUNNEL CROSSING l.1 - BOX CULVERT CROSSING 7'(H) x io'(W) RC BOX CULVERT a - � � 335 � O ^ I� 0 O ^ °0 � N � M N ri N (\ ry S N n N � ao � n � �- �- N a o � N a N N � o p M � PROPOSED( W 36o EXISTING GRADE (TYP.)- 355 / / EXISTING 20" SANITARYV/2 SEWER CROSSING NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12'OR GREATER SHALL HAVE SAFETY SLABS IN 350 ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 202o ROAD AND BRIDGE STANDARDS. PROPOSED MO*Ao NOTE: HDPE CAN BE USED AS AN ACCEPTABLEVDOT EW-7 ENSUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.w/3o WING.67'SEE DETAIL ON SHEET 9 FOR HDPE PIPE BEDDING345INFORMATION. OF04EOR GREATINAGE ER SHALLRUCTURES HAVE STEPS(NH A DEPTH CULVERTSACCORDANCE WITH STANDARD ST-i AS FOUND IN INV. OUT�i76%THE zozo ROAD AND BRIDGE STANDARDS.340 m m m 0+00 0+50 1+00 36o 36o =D GRADE (TYP.) CONTRACTOR SHALL PROVIDE SANITARY SEWER PIPE SUPPORT DURING THE CULVERT EXCAVATION AND ILL (TYP.) PERMANENT SUPPORT AFTER THE CULVERT INSTALLATION, AT THE DIRECTION OF THE ACSA. PRIOR TO EXCAVATING BELOW THE SPRINGLINE OF THE PIPE, THE CONTRACTOR SHALL ADVISE THE ACSA ON EXISTING BELL LOCATIONS RELATIVE TO THE HORIZONTAL DISTANCE TO THE STORM CROSSING, SO THE ACSA CAN PROVIDE SUPPORT STM-BS STM-Bg VDOT STD. DI-3C (L=8') VDOT STD. DI-3C (L=8') TP=34 5 00 TP=353.67 INV IN=348.z7 m ro IN OUT=348.So 360 INV IN=34z.z7 II d m o 36o INV OUT=342.17 m 0° r,1 -L °q 0 _ M � 0 om C) a� oo� ^�H � N 'tIt 11om M M II Z) M M F- m F M? O lD Ln F f�+1H m F II II : Q 11 > > 0o II Z Z F 355 o I"�'> ° F- 0 CL z z z "> F z z 355 STM-B51 VDOT STD. DI-313 (L=6') TP=376.08 j,TH OF INV IN=37o.83 �� 38o IN OUT=367.58 38o (!Llc EXISTING GROPOSED GRA E (TYP.) COTT R. LIN.. No. 035791ROPOSED VDOT STD. EW-1 11/2/21375 YP.)375 ��sS7ONAL EEGs \ GUIDANCE. FLOWABLE FILL WILL BE REQUIRED BETWEEN STM-63 � > H Z Z J THE 2o" DIP SANITARY SEWER AND THE DUAL 3o" RCP DUE VDOT STD. MH TO THE REDUCED VERTICAL SEPARATION. TS 8.1 34 7 EXISTING 2o" SANITARY 170 PROPOSED MODIFIED INV IN=341.42 / SEWER CROSSING VDOT EW-7 ENDWALL 350 INV OUT=338.33 35 o w/ 30°WINGWALLS STM-62 / / PROPOSED 6" DI 345 VDOT STD. MH WATERLINE CROSSING PROPOSED MODIFI TP=34z.50 I 3'1 2.0' 15" RCP VDOT EW-z ENDWF INV. IN=zt4.6z INV IN=337 Sz ILL (TYP) 39.97 LF Qa 1.zS% ° m 1+50 2+00 STORM B71- B70 PROFILE 36o 355 EXISTING 12" SANITARY SEWER CROSSING / 355 r I EXISTING GRADE (TYP.) PROPOSED 12" DI 350 I WATERLINE CROSSING 350 cl ROPOSED GRADE (TYP.) 345 345 5-5' FILL (TYP. PROPOSED CONCRETE ENDWAI WITH 45° WING WALLS 340 340 i INV. I N=338.25 335 00 335 ONCRETE ENDWALL TH 45° WING WALLS DUAL 5'xS' RC BOX CULVERT 138.00 LF dal 6.io% 330 _ 330 INV. OUT=329.83 [STORM661- 136o PROFILE 325 3�5 OR m n m o m m m M m m M m 0+00 0+50 1+00 1+50 2+00 2+50 36o STM-B5 EXISTING GRADE (TYP.) VDOT STD. DI-3C (L=8') 355 TP=348 So INV IN=34z.z7 STM-134 INV IN=342.z7 VDOT STD. DI-3B (L=8') VV OUT=342.17 TP=348.67 INV OUT=342.58 350 350 PROPOSED GRADE(TY 345 345 340 340 1S" RCP 13.2o LF Qa 2.35% 335 335 M 6 M 0+00 0+50 340 I w/30 WINGWALLD 345 INV OUT=337.42 / 345 CONTRACTOR SHALL PROVIDE SANITARY SEWER PIPE EXISTING GRADE (TYP. SUPPORT DURING THE STORM PIPE EXCAVATION AND ly RCP ° PERMANENT SUPPORTAFTER THE STORM PIPE INSTALLATION, 6O PROPOSED GRADE (TYP.) 111.z3 LF C 1.11/o AT THE DIRECTION OF THE ACSA. PRIOR TO EXCAVATING 3 340 / BELOW THE SPRINGLINE OF THE PIPE, THE CONTRACTOR 15" RCP SHALL ADVISE THE ACSA ON EXISTING BELL LOCATIONS / 43 53 LF Qa 1.68°h 15" RCP -RELATIVE TO THE HORIZONTAL DISTANCETO THE STORM / PROPOSED VDOT STD. Es-1 I 64.89 LF Qa o.88% CROSSING, SO THE ACSA CAN PROVIDE SUPPORT GUIDANCE. / INIV. OUT=336.5 I 15" RCP 355 335 48.31 LF Qa 1.55% 335 STM-B41 VDOT STD. DI-313 (L=12') TP=368.z5 INV IN=363.25 375 INV OUT=360.42 375 FILL (TYP.FROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) _ I 370 / 370 / PROPOSED MODIFIED I VDOT EW-1 ENDWALL 365 365 V. IN=36S.83 PROPOSED MODIFIED 1.0' VDOT EW-z ENDWALL 24" RCP L w/ 30° WINGWALLS 17.00 LF Qa 1S.18% 360 PROPOSED 1z" DI 36o WATERLINE CROSSING I �724" RCP 355 39.00 LF Qa 1.92% 355 NV. OUT=359.67 I 350 i 350 345 O W 0 m � � m m 0 M 0+00 0+50 1+00 1+50 36o 345 355 -EXISTING 12" SANITARY- 355 SEWER CROSSING - ROPOSED GRADE (TYP.) EXISTING GRADE (TYP. / / PROPOSED 12" DI 350 TH x io'W RC BOXCULVERTWATERLINE CROSSING 350 p) 112.95 LF Qa 2.28% / / ` PROPOSED CONCRETE ENDWALL 0.5 WITH 450 WING WALLS 345 345 PROPOSED CONCRETE ENDWALL WITH 450 WING WALLS / 340 - 340 NV. OUT=337.42 NV. IN=340.00 335 VNOTE: PER VDOT ROAD AND BRIDGE SPECIFICATION SECTION 520.03(b), 8" MINIMUM EXCAVATION AND BEDDING MATERIAL SHALL BE PROVIDED BENEATH THE PROPOSED PEDESTRIAN TUNNEL STRUCTURE STORM 64 - B5 PROFILE W N 0 M 3 1 V� m m m m m 0+00 0+50 1+00 1+50 2+00 2+50 I RCP 21!'45LF@3.78% Ls ITOR 139 - B1 PR FILE / 25" RCP 330 / 41.26 LF Qa 2.23% M °° l0 N Ol ry H M ry M Oro m .NT m 00 S 00.t Vl lMlt Vl u 0+00 o+So 1+00 1+So 2+00 z+So 3+00 3+50 4+00 EXIST PR STM-B31 VDOT STD. DI-3B (L=16') 30 I PROPOSED GRADE (TYP.) TP=355 75 6rINV OUT=348.83 EXISTING 12" SANITARY SEWER CROSSING / 355 / 355 PROPOSED 12" DI ING GRADE (TYP.) / WA IERLINE CROSSI 350 / 1.,' 350 POSED VDOT STD. Ys-1 / 15" RCP 345 / 345 / NV. OUT=348.o0 340 I 340 S O M M M m M m 0+00 0+50 1+00 1+50 STORM-1331 - B30 PROFILE 375 370 PROPOSED 12" DI_ WATERLINE CROSSING 365 PROPOSED MODIFIED VDOT EW-z ENDWALL 10000 w/ 30° WINGWALLS 36o i 355 O N 00 m m 0+00 0+50 NG 50 STM-A61 VDOT STD. DI-36 (L=8') TP=371-75 INV IN=362.18 INV OUT=362.o8 375 ROPOSED GRADE (TYP.) ILL (TYP.) 370 PROPOSED MODIFIED VDOT EW-z ENDWALL w/ 30°WINGWALLS XISTING GRADE (TYP.) 365 INV. I N 364.00 1233 " RCP .00 LF @a 7.910A 360 3o" RCP 42.00 LF Qa 4.95% OUT( 36o.00 355 O 00 0 M m 1+00 1+50 STORM A62 - A6o PROFILE Y NV. IN=373-17 3o" RCP 1.0 17.0o LF @a 13.76% 370 F < PROPOSED 12" DI WATERLINE CROSSING ° � \I 365 I 3o" RCP z0 1. 1. S6.00 LF Qa 11.75% a k 36o u E Z w co < 0 1n INV. OUT=361.00 0 u � F u U)^ > w z c 355 C CR 00 LLJ 0 o S n C C 'u 330 0+00 0+50 1+00 1+50 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. COVER CAN BE REDUCED TO 3.0' OVER W/L AT LOCATION OF PEDESTRIAN CROSSING. 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. MINIMUM OFo.5' VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN WATERLINE AND PEDESTRIAN TUNNEL. 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". VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 It HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 IF EX-SAN-15 STA:o+64.16 358 EX. RIM-955 3a EX. INV IN=347.37 (2o" DIP) EX. INV OUT=347-32 (zo" DIP) EXISTING GRADE (TYP.) 36o EX. Sf EX. INV IN= EX. INV OUT= STORM B52 - B50 PROFILE EXISTING GRADE (TYP 00 J m rn �rm,1 C] lt co It N 6 355 ° t Im �� m m� F IZ w c � O U a 025 to w w a 0 U, :> ;ul W N \ \ Q N N '�I' r Ln > I- z z 355 L9 rn Q o M�zz5 1 »> all F PROPOSED GRADE (TYP.) 350 350 15' RCP z_3o% LF 345 y19 bo 345 Ll 340 340 m o co 0 a p M M � Q N Q qzt CY) O H O Cn W N (n N Q i Ln w J J Q O w O 0- 200 0+00 0+50 1+00 1+50 O STORM B10 - 137 PROFILE TOP SHALL BE PROPOSED GRADE EX-SAN-16 STA:1+53-05 EX. RIM=35534 EX. INV IN=347-93 (2o" DIP) EX. INV OUT=347.72 (2o" DIP) J J [Ifz Q D U O EX-SAN-17 I STA:3+91.44 EX. RIM=356.13 Y /�/n� (D w EX. INV IN=349.82 (12" DIP) EX. INV IN=348.83 (2o" DIP) w O Q EX. INV OUT=348.83 DIP) z (2o" 36o J EX-SAN-13 STA:o+oo.00 EX. RIM=352.76 IORKEL=352.99 / / 346.90 (20" DIP) / _ _ _ _ _ _ 355 346.85(2o" DIP) / FILL (TYP.) / I _ _ _ PROPOSED 12" DI v I WATERLINE CROSSING // PROPOSED GRADE (TYP.) 3 5 II 350 II / - - �7 - -II 350 - - - II- - - -11- III - - - -- 0.67' zo" DIP 2.0' 23439 LF @ 0.38% 345 345 zo" DIP 6o.16 LF Qa 0.70% PROPOSED 15" RCP 2o" DIP PROPOSED (z) 30" RCP STORM SEWER CROSSING 340 84.89 LF @a o.41% CULVERT CROSSING 340 Ol N M 00 Ol H 'v1 Mv1 ^1 O 0) OVi° n n m n00 m m m mm m v1 m M nl m Cf) 0 Q Lu Z wCO M 0 J I w Lu CD u CD O ~Q u v' w J O w w � a JOB NO. 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 H5 .11_-0, EX-SAN-17 - EX-SAN-13 PROFILE EDESTRIAN TUNNEL PROFIL SHEET NO. 14 a WI. Depth HGL HGL Tdd pipe Over On Up On Up Dn Up Fkv H m 20.00 20.00 0.00 4.73 6.42 24.10 18.20 362.01 365.52 366.24 0.90 2200 22.M 0.00 5.11 6.66 24.56 1913. 362.05 365.59 366.40 096 24.00 24.00 0.00 5,49 6W 25.00 2000. 362.08 365.6] 366,57 103 2660 26.M 0.00 5A6 7.15 25,42 20.84 362.12 365,74 36613 109 28.00 2800 0.00 an 7.n 25,82 21.63 362.15 365.80 366.80 116 3aW 30.00 0.00 660 Z54 26,19 22,38 362.18 365.87 367.08 123 3200 32.M 0.00 6.96 7.89 26.M 23.10 362.21 365.92 367.29 132 34.00 3400 0.00 ]33 8,15 26,89 23.77 362.24 365.N 367.51 140 MIN 3600 0.00 7.70 8,42 27.20 24.40 362.27 366.03 36774 150 3800 3800 000 8.06 8.70 27,49 24.99 362.29 366 OB 367.98 1,59 4000 40.M 000 8.43 8.99 27.76 25.53 362.31 36613 36824 1 70 Culvert Report i H rangy jd Express Extereno for AitoderM N➢o M CmI 3M tryAtodesk,Inc_ A62 - A60 Invert Elev on (ft) - 360.00 Calculations - Pipe Length (ft) = 65.00 am in (cfs) Slope (%) 6.15 Qmax (cfs) Invert Elev Up (ft) 364.00 Tailwater Elev (ft) Rise (in) 30.0 Shape = Circular Highlighted Span (in) 30.0 Qtotal (cfs) No. Barrels = 1 Qpipe (cfs) n-Value = 0.012 Qovertop (cis) Culvert Type = Circular Concrete Veloc on (ftls) Culvert Entrance = Square edge w/headwall (C) Veloc Up (ftls) I Coeff. K,M,e,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) HGL Up (ft) Embankment Hw Elev (ft) ITop Elevation (ft) = 371.92 Hw/D (ft) Top Wdth (ft) = 40.00 Flow Regime I Crest Width (ft) = 20.00 ' I dew lfll A62-A60 Design Year: 10 Project: Polo Grounds Road -Phase II Job #: 182150 Prepared by: AML, PE r/ j / / Culvert Report / I /� / / / Hydraflw Express Extewrcc PoeA adgWAutc,CAMChft 3Mby Autodesk•Inc_ Tuesday, Jul 132021 / YVd 1352 - 1350 / j / Invert Elev on (ft) = 361.00 Calculations / / / �/ -d!� / Pipe Length (ft) = 73.00 Qmin (cls) = 9.00 Slope (%) = 16.67 Qmax (cfs) = 17.00 Invert Elev Up (It) = 373.17 Tailwater Elev (it) = (dc+D)/2 / Rise (in) = 30.0 -Shape = Circular Highlighted / / //� O">/�_ / Span (in) = 30.0 Qtotal(cfs) = 13.00 No.�/ n-V Barrels = 1 Qover op ( = 0.000 � n-Value = 0.012 Qovertop (cis) - 0.00 / / �z� / �V Culvert Type = Circular Concrete Veloc Dn (fNs) = 3.33 /Z // - - j Culvert Entrance = Square edge w/headwall (C) Veloc Up (ftls) = 5.52 / Y� //// f / / x, Coeff. K,M,c,Y,k 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (1) = 362.86 / / z��/ / / ��/ HGL Up (ft) = 374.38 / _ / Embankment Hw D (1 (ft) = 0.62 / Top Elevation (ft) = 376.33 Hw/D (ft) = 0.62 \ Top Wdth (ft) = 40.00 Flow Regime = Inlet Control Crest VNdth (ft) = 20 00 INLET' STATION OUTLET WATER SURFACEELEV co D. QG ZW Se Hr JUNCTION LOSS FINA H IIVI.EC WATER SURFACEELEV. RIM ELEV V. I IL Qin V¢ Q;•Vi Vi /2g Fh ANGLE Ho 11 1.3H1 .SIJ1 361.27 39.00 24 7.79 0.001 0.05 2.5 0.0 B41 6.0 1.9 11.51 0.1 0.02 0 0 0.04 NA N/A 0.09 361.36 368.25 364.85 17.00 24 6.01 0.001 0.01 1.9 0.0 B42 0.00 0 0 0.01 NA N/A 0.04 364.89 368.50 363.00 56.00 30 12.70 0.001 0.05 2.6 0.0 B51 12.0 2.4 29.32 0.1 0.03 0 0 0.06 NA N/A 0.11 363.11 376.08 372.83 17.00 30 12.00 0.001 0.01 2.4 0.0 B52 0.00 0 0 0.02 NA N/A 0.06 372.89 376.33 362.00 42.00 30 29.29 0.005 0.21 6.0 0.1 A61 28.9 1 5.9 170.6 0.5 0.19 0 0 0.33 NA N/A 0.54 362.54 371.75 364.18 23.00 30 28.94 0.005 0.11 5.9 0.1 A62 1 0.00 0 0 0.13 NA N/A 0.36 364.54 369.33 v - / Design Storm Year10 k / / Tuesday, Ju1132021 Hw nepN (fl) ,ro 5sz-aso j/ = 40.09 = (dc+D)/2 -- \/ i m3eo '-- -on an = 22.00 = 362.05 = 365.59 r / " n i = 366.40 -.. = 0.96 = Inlet Control h ll 1 I l Rwoepmlrtl Y O I I I I I I I I ■■■r J Jl.���eeeee�e�a SM __■ QI. 0 m - -W_ S AD ® DOWNSTREAM STRucruRE ® 0 • ftoff E' ft ®®®®© 1 ®�® \ 1 Culvert Report / \� ♦ � Hydraflovv Express Extension forrkutodesM Arta M CmI 3M by Ntndesk,Inc_ Tuesday, J u1132021 B42 - B40 I� \ / \ � 2.Invert Elev Dn (ft) = 359.67 Calculations I ' I I I I I I I I I I I I \ \ \ \ \ \ \ \ \ \_ / / Pipe Length (ft) = 56.00 Om in (cls) = 6.00 \ / / A Slope(k) = 11.00 amax(cls) = 10.00 Invert Elev Up (ft) = 365.83 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 30.0 O Veloc Depth HGL HGL T°tel Pipe Over Dn Up on Up Do Up Hw E.0 (ds) Ids) (ds) wo (Ns) (in) (in) IN M (ft) 900 9.00 0.00 245 4,91 21.00 11.99 38215 374.17 374.37 0.48 11.00 11.00 0.00 2.90 sM 2165 1331 36260 374.28 174,55 0,55 13.00 13.00 0.00 3.33 5.52 22.27 14.53 382.86 374.38 374.71 0.62 15,00 15.00 0.00 3,74 6,79 2283 15.66 362.90 37447 37488 066 17.00 17.00 ON 4.15 &M 2336 16.72 36295 1 374.56 375.04 0.75 EXISTING STREA I I I \ \ \ \ \ \ \ / / \ Shape =Circular NighligMed ° If) nmcn -� / I A \ A / \�/ /A �. No. Bairrels = 10 0 Qtot (cfs) 8.00 a cis = 8 00 _ � � \ V n-Value 0.012 Qovertop (cfs) 0 00 / Culvert Tye Circular Concrete Veloc on (ft!s) 2.22 � � Culvert Entrance Square edge wlheadwall C) Veloc Up ft/s 4.74 S -_� -- - 2�._ \ /' STM-A62._'..� 1 I V \ Coeff. K,M,gY,k 88, 2, 0. 398.0.67. 0. HGL on (ft) - 361.39 \ _ \ HGL UP (8) = 38677 TATE ROUT, \ - 3+00 �l/� I \ \ \ \ \ \\ \ / z Embankment Hw Elev (ft) = 387.01 VAR. W/OT 43 Pot - -- :. \ I I \ \ ------ \ \ -42f / /� / I Top Elevation (ft) = 368.50 Hw/D (ft) = 0.47 O gSPfEOL�ROUNDS i 2 ��s �/ -65�, \ \ \ DRAINAGEbIVIDE (TYP.)\ _ \ \ \ / \ Top Width (ft) = 40.00 Flow Regime = Inlet Control -- 482p MiT_3 ROAD ®_ y+p0 ( \ \\ z63 sMPH, ®A I �\� A��\ v /RAPHIC 5 ALE crestwidtn(ft) = zo.00 \ 4 / v �® �5+0p su / p Y doo \ v��-_ nr E*u) 50-B40 Hw OepMlp ®✓_ \S ®AR iF ROUT \` 2%xop�\ WioTH P� 643 Pos_s_e4s08- STM A6o oPosEotO��OJsz ✓ UNO�/M RO \ � ( \ \ \ EXIS TING ioo-YEAR FLOODPLAIN (TYP®� \ V v 3sMPH �8 y�\ \ \ v0 o o SCOTT/R. CbLLINS'Z ti Lie. No. 035791 ,1�- p 11/2/21� O�.SIONe1. E�Gl C Z ° � � c LA co ZF C) e V) - 0 z Ln H L > Z ,,yAA w V/ 0 u L c `^7 c UJ W U,r4 o (4 (4 m ti co M N \ CM \ N O WN N W> LU J_ > itl 1I- . zs A 35 . 15 m S w W N 75 W - - - Reacfl fl ®�A \ ��Xpo�m STM-B5z 1 J l 8 XISTING STREAM _p \jam - 3 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 irl for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � 3 n y 2 c p -9 N 3f C N U O O3 C O '� E ED c p `` ri<t y w „- n n d c c o r x pO a U U d w ai O d o > ¢ a ui 00 Wi= W W.:J ui B41 38 12.0 0.36 0.85 10.306 1.22 0.00 1.22 0.0144 0.0200 1.0 0.0833 4.1650 6.72 0.76 3.5192 0.1466 0.1314 7.82 1.54 1.00 1.22 0.00 Max. allowable s read=6' P 851 3B 6.0 0.18 0.80 0.128 0.51 0.00 0.51 0.0053 0.0200 2.0 0.0833 4.1650 5.84 0.83 3.5192 0.1466 0.1417 3.84 1.56 1.00 0.51 0.00 Max. allowable s read=8' P A61 3B 8.0 0.09 No 0.072 0.29 0.00 0.29 0.0415 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 1 0.1652 1 5.10 1 1.57 1 1.00 1 0.29 10.001 IMax. allowable spread=8' . moor Nor ■■L If _ _.ems■■�■I ���■__■■■■--■■■■i zU ® 1 LW I- Ul LU ZLU C0 J F- LU - _ -fir inlets draining to stormwater management facilities, where o�,edand flow to facilities is not available, 100°/p capture is required at 6.Sin/hr \ \\ \ � '� Eqp TFR . - STM B[42 -.. � �_ - W _ _ - - \ OUT \� LLI- D Velx Dept, HGL HGL Tdd Pipe o r an Up Do Up an Up Fhv k /D (Ns) (n) (n) (ft) (ft) (fl) 6.00 6.00 0,00 1,74 436 19.86 9.72 361.33 366.N 366.81 039 7.00 7.00 0.00 1.98 4.56 20.26 10.52 361.36 366.71 3M 91 043 8.00 8.00 0.00 2.22 474 20.64 1128 361.39 366,77 367,01 047 8.00 8.00 0.00 2.45 401 2100 1199 361.42 366.83 367.10 0.51 10.00 10.00 0.00 2.68 508 2133 126] 361.d5 366.89 36].19 0.54 U" I` - �� \STM-BSo \ J ' coop \ - a l0 - \ \ \ o \ ?Xp0 \ � ��EXISTING STREAM �� / INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 irl for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N C U y O O 0 0 u m c rn S } t .4 u d J o °t C Y+ J i o nl x N S N 0 _E O c t`, N p` @ rn O rn O1 x y n a ° iI c c tp E pO a w rn 7 O K > d :6 rn 3 rn F w° ni W O' � 141 3B 12.0 0.36 0.85 0.306 1.99 0.00 1.99 0.0144 0.0200 2.0 0.0833 4.1650 8.06 0.67 3.5192 0.1466 0.1182 10.21 1.18 1.00 1.99 0.00 B51 3B B.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0053 0.0200 2.0 0.0833 4.1650 7.01 0.74 3.5192 0.1466 0.1285 4.99 1.20 1.00 0.83 0.00 A61 3B 8.0 0.09 0.80 0.072 0.47 0.00 0.47 0.0415 0.0200 2.0 0.0833 4.1650 3.84 0.96 3.5192 0.1466 0.1608 6.35 1.26 1.00 0.47 0.00 -for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr � l 4sF0 OG \3,3x 3 ° 580 P3P t] \ STING ioo-YE R FL ODPLAIN ( P.) \ \ e ® FFo�� T S O op M B 1 - w \ o o L R �osP L M 3 R q O Structure Area (Acres) CW to (Min.) A61 0.09 0.80 6.0 A62 11.18 0.50 11.0 B41 0.36 0.85 6.0 B42 2.07 0.50 8.0 B51 0.16 0.80 6.0 B52 4.30 0.50 9.0 -�66 36+oo - 37+00 son _�t�lllll mum E'n woo STM-B¢ Q LL Q I-� I-� Lu V) Q z a- O Q J 0 J Q U � a z < O,Lul''l v (D z ® < /'� Q LL 0 a M � '^� w LU LU V / I w a M JOB NO. 182150 SCALE 1 rr=50' SHEET NO. 15 �1 V v I I Culvert Report Hydrafl w Express Extension for AutiodD lQel AutoCADO Civil 3D® by Auto dask , I nc. B61 - B60 Invert Elev Dn (ft) = 329.83 Pipe Length (ft) = 138.00 Slope (%) = 6.10 Invert Elev Up (ft) = 338.25 Rise (in) = 60.0 Shape = Box Span (in) = 60.0 No. Barrels = 2 n-Value = 0.012 Culvert Type = Flared Wngwalls - Culvert Entrance = 30D to 75D wingwall flares \� Coeff. K,M,D,Y,k = 0.026, 1, 0.0347, 0.81, 0.4 . Embankment Top Elevation (ft) = 357.00 Top Width (ft) = 40.00 Crest Wl (ft) = 20.00 Calculations Orrin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal(cfs) Qpipe (ofs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ills) HGL Dn (ft) HGL Up (ft) Hw Elev (8) Hw/D (ft) Flow Regime Tuesday, Jul 13 2021 = 100.00 = 500.00 = (dc+D)/2 = 300.00 = 300.00 = 0.00 = 7.47 = 9.89 = 333.85 = 341.28 = 343.00 = 0.95 = Inlet Control Ele, ra a61- a60 He Depth ra NooEF____400001NONE �i i, .................. INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, In is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 li oap m _ al 'V C 0 o N ` Q 'o fV c a d » W 0 C ap + pa V 0 C 3 46 pal 0 ap U Wl O ; d = m c c 9 oy y d Itc- c r m E m 1'e S c z d >' C c x O ` p O1 x v9 w o N `� E m r Q a c' 3 a m o. _ d ti 0 a o a ai in 3 rn 1n w° rd In rii ui a of u B4 3B 8.0 0.29 0.76 0.220 0.88 0.00 0.88 0.0050 0.0200 2.0 1 0.0833 4.1650 1 7.24 1 0.74 3.5192 0.1466 0.1285 5.03 1.59 1.00 0.88 0.00 Max. allowable spread' B6 3B 8.0 0.20 0.69 0.138 0.55 0.00 0.55 0.0115 0.0200 2.0 0.0833 4.1650 5.20 0.88 3.5192 0.1466 0.1490 4.85 1.65 1.00 0.55 0.00 Max. allowable spread' B7 3B 8.0 0.14 0.81 0.113 0.45 0.00 0.45 0.0246 0.0200 2.0 0.0833 4.1650 4.19 0.94 3.5192 0.1466 0.1578 5.42 1.48 1.00 0.45 0.00 Max. allowable spread=8' BB 3B 8.0 0.22 0.50 0.110 0.44 0.00 0.44 0.0200 0.0200 2.0 0.0833 4.1650 4.30 0.94 3.5192 0.1466 0.1578 5.03 1.69 1.00 0.44 0.00 Max. allowable spreadl B10 3B 14.0 0.53 0.80 0.424 1.70 0.00 1.70 0.0246 0.0200 2.0 0.0833 4.1650 6.87 0.75 3.5192 0.1466 0.1300 10.60 1.32 1.00 1.70 0.00 Max. allowable spread=8' B31 3B 16.0 0.45 0.85 0.383 1.53 0.00 1.53 0.0412 0.0200 2.0 0.0833 4.1650 6.00 0.81 3.5192 0.1466 0.1388 11.39 1.40 1.00 1.53 0.00 Max. allowable spread' B41 3B 12.0 0.36 0.85 0.306 1.22 0.00 1.22 0.0144 0.0200 2.0 0.0833 4.1650 6.72 0.76 3.5192 0.1466 0.1314 7.82 1.54 1.00 1.22 0.00 Max. allowable spreadm' B51 3B 6.0 0.16 0.80 0.128 0.51 0.00 0.51 0.0053 0.0200 2.0 0.0833 4.1650 5.84 0.83 3.5192 0.1466 0.1417 3.84 1.56 1.00 0.51 0.00 Max, allowable s reader' P A61 3B 8.0 0.69 0.80 0.072 0.29 0.00 0.29 0.0415 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 0.1652 5.10 1.57 1.00 0.29 0.00 Max. allowable s reader' P 0 1. 2. va ao w or TD eo eo tin nu 11. 1. ,m IW IW 1. 1. fell HGL - so rank / Reed, aft ) j i 0 Vela Dapth HGL HGL Tdel Pipe Over Dn Up Do Up on Up Hx H ,D (cfs) (pre) (ats) W.) (Ns) (In) (in) (n) (n) (n) 100.00 100.00 0.00 3.10 6.85 38.75 17.51 333.06 339.71 Dill 0.43 140.00 140.00 0.00 4.10 T 6] 40a5 21.91 333.24 340.08 341.00 0.55 hall 180.00 0.00 5.03 8.34 42.95 25.90 333.41 340.41 341.55 066 220.00 220.00 0.00 5.89 8.92 44.80 29.60 333.56 340.n 342.06 076 26000 260.Do 0.00 670 943 46.54 3308 333.71 341.01 342.54 086 300.00 300.00 0.00 7.47 9.89 48.20 36.39 333.85 341.8 343.00 035 340.00 340.00 0.00 820 10.31 4938 3956 333.98 341.55 343.44 104 380.00 380.00 0.00 8.89 10.70 51.30 42.60 334.10 341.80 344.15 1.18 420.00 420.00 0.00 955 11.07 52.77 45.53 334.23 342.04 344.60 127 460.00 460.00 0.00 10.19 11.41 54.19 4838 334.35 342.28 345.08 137 s00.00 500.00 0.00 10.80 11]3 55.57 51.14 334.46 3,12,54 345.62 147 0 - for inlets draining to stormwater management facilities, where overland flow to facilities Is not mailable, 100 /o capture Is required at 6.5in/hr 9 9 P eq INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 0 t pa o ry w a ve C n n C '4 U C do vepa I n pp lV yl n m O N Ei E A r 2 > O, zl C m e O O re p= n + 3 O ] 75 O C 0m B 'DCA pi > N Al C O \ Al n. > _ J d 0 U 0 o a rri rn ; H to pi rn m � J w a C�J B4 3B 8.0 0.29 0.76 0.220 1.43 0.00 1.43 0.0050 0.0200 2.0 0.0833 4.1650 8.69 0.63 3.5192 0.1466 0.1124 6.68 1.20 1.00 1.43 0.00 B6 3B 8.0 0.20 0.69 0.138 0.90 0.00 0.90 0.0115 0.0200 2.0 0.0833 4.1650 6.24 0.80 3.5192 0.1466 0.1373 6.25 1.28 1.00 0.90 0.00 B7 3B 8.0 0.14 0.81 0.113 0.74 0.00 0.74 0.0246 0.0200 2.0 0.0833 4.1650 5.02 0.88 3.5192 0.1466 0.1490 6.88 1.16 1.00 0.74 0.00 B8 3B 8.0 0.22 0.50 0.110 0.72 0.00 0.72 0.0200 0.0200 2.0 0.0833 4.1650 5.16 0.88 3.5192 0.1466 0.1490 6.38 1.25 1.00 0.72 0.00 BID 3B 14.0 0.53 0.80 0.424 2.76 0.00 2.76 0.0246 0.0200 2.0 0.0833 4.1650 8.24 0.66 3.5192 0.1466 0.1168 13.85 1.01 1.00 2.76 0.00 B31 3B 16.0 0.45 0.85 0.383 2.49 0.00 2.49 0.0412 0.0200 2.0 0.0833 4.1650 7.20 0.74 3.5192 0.1466 0.1285 14.62 1.09 1.00 2.49 0.00 B41 3B 12.0 0.36 0.85 0.306 1.99 0.00 1.99 0.0144 0.0200 2.0 0.0833 4.1650 8.06 0.67 3.5192 0.1466 0.1182 10.21 1AB 1.00 1.99 0.00 B51 3B 6.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0053 0.0200 2.0 0.0833 4.1650 7.01 0.74 3.5192 0.1466 0.1285 4.99 1.20 1.00 0.83 0.00 A61 3B 8.0 0.09 0.80 0.072 0.47 0.00 0.47 0.0415 0.0200 2.0 0.0833 4.1650 3.84 0.96 3.5192 0.1466 0.1608 6.35 1.28 1.00 0.47 0.00 for inlets draining to stormwater management facilities, where ovedand flow to facilities is not available, 100% capture is required at 6.5in/hr Culvert Report I ® II Hydanon Express EMensim/a Autodeslr®AumCAO®Civ113D8 by Fwtedesk,Inc. Tuepal Nov 2 202 l H' hl' ht d Invert Elev Dn (ft) = 343.00 Calculations Pipe Length (ft) - 94.83 Qmin (cfs) = 50.00 I Slope (%) = 1.76 Qmax (cfs) = 100.00 Invert Elev Up (ft) = 344.67 Tailwater Elev (ft) = (dc+D)/2 ® Rise Sha a e = 30.0 Circular I JTotal - / ) I I I I I I y I I A I I I I I I I I I I I I A Depth Up tiN 20.43 2144 P 0 \ Span (in) No. Barrels HGL n-Value on up H. fto Culvert Type Culvert Entrance (xl (n) (n) Coeff. K, Ill 345.10 346.37 34T37 1.08 Embankment 345.14 346.46 34T58 116 Top Elevation (ft) Top Width (ft) = 30.0 = 2 = 0.012 = Circular Concrete = Square edge w/headwall (C) = 0.0098, 2, Q0398, 0.67, Q5 = 356.00 = 40.00 e Qtototal l( (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Vell Up (ft/s) HGL Dn (ft) HGL Up (ft) (ft) Ha (ft) Hal(ft) Flow Regime o V.I. Depth Pipe over Da Up a (�) (al (mo) (ft) (We) rro 50.00 50.00 0.00 5.68 ].02 25.21 55.00 55.00 0.00 6.14 7.33 25]2 60.00 3000 0.00 6.60 7.64 26.19 2238 345.18 36654 31 126 Crest Width (ft) = 20.00 / / / I I I I I I I I I ' I / III ' l 70.00 7000 0.00 7.51 8.28 27. 05 2409 345.25 346.68 348.35 1.47 / / 75.00 7500 0.00 7.97 663 27.42 24.84 345.29 346.74 30A5 159 ael had 674 80.00 8000 0.00 8.43 8.98 2778 2853 345.31 348.80 34897 172 85.00 85.00 0.00 8.90 9.36 28.07 26.15 345.34 346.85 349.31 1.85 / i.00 90I00�0.00A 9.37 975 a2.8.35-266.9 Iv 3d5.36 � 34689 CII 31 200 O jII 90 � 5I0 8500 0, 10.16 28.2717 3536.93 3005 2.15 10000 10000 000 10310.59 2879 27,58 345A0 346.97 350d2.31 XEXISTING STREAM I coil, \ ) I I 36+oo---z -i-37+00- 38r13 39 +o i 40+o0 -� �; �J T ®®® ® ® ® �- - ?5y- - - OUNDS ROAD' ROUTE 643 POLO GR .r 3 _ TM-B2 -- _-_ -- STATE - - VAR. WIDTH, PROPOSED SPEED LIMIT=35 MPH" PROPOSED DUAL SXS 34 ,-CF-0®-- -®\®�g - RC BOX CULV \ 34 STM-B6o �\ STM-Bi EXISTING STREAM) ��1 CROCKETTCORPORATION _-_---- TMP 04600-oo-oo-ol8Co )� - o ACRES GRAPHIC SCALE DB 624, PG 193 o z5 5a ioo - I _\A 1 inch - 50 ft. = 50.00 = 50.00 = 0.00 = 5.68 = 7.02 = 345.10 = 346.37 = 347.37 = 1.08 = Inlet Control he lm Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 inthr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet r rn m o o. r n n a N •5 N .U.. N V N N is vaj O 3 U �^, Q O C O. c m 0 > ; w o -O 3 o i0 n m a m u T 0 c a n _w a f o mal 3 t. `m O) @ U ap C t N E a > f U U O O' a C6+ N 3 � left 0.06 0.68 0.1 0.27 0.00 0.27 0,0010 0,0200 2.0 0.0833 4.1650 6.24 right 0.10 0.68 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0833 4.1650 7.56 B5 3C 8.0 combined flow 0.7 0.09 0.194 4.45 Max. allowable spread=l0' left 0.06 0.60 0.036 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1650 5.96 right 0.19 0.60 0.114 0.74 0.00 0.74 0,0010 0.0200 2.0 0,0833 4.1660 9.18 B9 3C 8.0 conbined flow 1.0 0.11 0.240 5.51 Max. allowable spread=8' ' utter longitudinal slope Of U.001 Should be used in a sum condition 9 9 p P - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will sulfite for the 10yr conveyance to the facilities Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet In O 0 veve N .0 v 7 al O ; ry O. t OI re O > ; ea 0 y B q O O m c T 3 0 ; `N m V N rn he to 0 oMO e O t p` '� c u w 10 m Oe en w t a N x N d > J Q U l U Ci Ci _ CJ VJ + VJ > > 3 � � F N left 0.06 0.68 0.041 0.16 0.00 1.16 0.0010 0.0200 2.0 0.0833 4.1650 5.20 right 0.10 0.68 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0833 4.1650 6.30 B5 3C 8.0 Combined flow 0.4 0.06 0.140 3.22 Max. allowable spread=l0' left 0.06 0.60 0.036 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.97 right 0.19 0.60 0.114 0.46 0.00 0.46 0.0010 0,0200 2.0 0.0200 1,0000 7.65 B9 3C 8.0 combined flow 0.6 0.08 0.174 3.98 Max. allowable spread=10' ` utter longitudinal sloe of 0.001 should be used in a sum condition 9 9 P P - grate inlets (DI-7) in open pavement areas Will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check stone will suffice for the 10yr conveyance to the facilities Design Storm Year= 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIN CAPA- CITY VEL FLOW TIME REMARKS INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC B31 0.45 0.85 0.38 0.38 6.00 6.35 2.4 B30 348.83 348.00 71.36 0.0116 15 7.0 5.1 14.0 B9 0.25 0.60 0.15 0.15 6.00 6.35 LO B8 348.50 348.00 39.97 0.0125 15 7.2 4.0 9.9 B8 0.22 0.50 0.11 0.26 6.17 6.30 1.6 B7 345.00 344.43 64.89 0.0088 15 6.1 4.2 15.6 B7 0.14 0.81 0.11 0.80 6.43 6.23 5.0 B6 344.33 343.10 111.23 0.0111 15 6.8 6.0 18.4 B6 0.20 0.69 0.14 0.94 6.73 6.14 5.7 BS 343.00 342.27 43.53 0.0168 15 8.4 7.3 5.9 B5 0.16 0.68 0.11 1.26 6.83 6.11 7.7 B3 342.17 341.42 48.31 0.0155 15 8.0 7.5 6.5 B3 0.00 0.90 0.00 1.26 6.94 6.08 7.7 B2 338.33 337.52 21.45 0.0378 15 12.6 10.7 2.0 B2 0.00 0.90 0.00 1.26 6.97 6.07 7.7 BI 337.42 336.50 41.26 0.0223 15 9.6 8.7 4.7 B4 0.29 0.76 0.22 0.22 6.00 6.35 1.4 B5 342.58 342.27 13.20 0.0235 15 9.9 5.7 2.3 B10 0.53 0.80 0.42 0.42 6.00 6.35 2.7 B7 349.33 346.58 119.60 0.0230 15 9.8 6.7 17.8 1 / T// / Design Yea: 10 X 7// Project: / v ) v J Polo Grounds Road -Phase H lob #: 182150 { Reel al ALLY -� i oro' \I XISTI GT / �^^d�', I I I ROPERTY LINE B�® ®�®�\ 35x . .. . . ®. _ I STM-67i \� - 3 4 € J -..._RV _ u 1 E 643 POLO ��- \ -�- \WIDTH=Se,, 481 pLIMIROUNDS RO_ 4g+00 \ �63 -fu5 H\1v1QNTGOMERY RIDGE OWNERSASSOGIATIQN INCH\ C/OWILLIAM7DALT�4 =T1a1P o4G`-0o-oo_000Ao \ ,_DB 4;D PG 472\ \ , \ \ s VAR' W DOUpROp 3 POLO G 48+00 _1 � OSFD E ROl/ S o /� sP eD ND R � � \ / \ STM-B7o o \ Prepared bv: AML. PE INLET STATION OUTLET WATER SURFACE ELEV List Do Q. ZW S6 I -If JUNCTION LOSS FINALINLET H WATER SURFACE ELEV. RIM ELEV U ilp Qm Vm Q;aV; V; /2g H; ANGLE HA Ht 1.3H1 .5H1 347.58 119.60 15 2.69 0.002 0.21 2.2 0.0 B10 0.00 DI-3B 0 0.02 NA N/A 0.23 347.81 354.50 343.62 13.20 15 1.40 0.000 0.01 1.1 0.0 B4 0.00 0 0 0.01 NA N/A 0.01 343.64 348.67 337.50 41.26 15 7.73 0.014 0.59 6.3 0.2 B2 7.7 6.3 48.7 0.6 0.22 68 0.33896 0.71 N/A N/A 1.30 338.80 342.50 338.80 21.45 15 7.73 0.014 0.31 6.3 0.2 B3 7.7 6.3 48.7 0.6 0.22 12 0 0.37 N/A N/A 0.68 339.48 348.17 342.42 48.31 15 7.73 0.014 0.69 6.3 0.2 B5 5.7 4.7 26.89 0.3 0.12 90 0.23821 0.51 NA N/A 1.20 343.62 348.50 343.62 43.53 15 5.74 0.008 0.34 4.7 0.1 B6 5.0 4.0 20.1 0.3 0.09 4 0 0.17 NA N/A 0.52 344.14 348.92 344.14 111.23 15 4.97 0.006 0.66 4.0 0.1 B7 2.7 6.7 18.12 0.7 0.25 36 0.1969 0.51 NA N/A 1.16 34531 35192 345.43 64.89 15 1.64 0.001 0.04 1.3 0.0 B8 1.0 0.8 0.739 0.0 0.00 50 0.0044 0.01 NA N/A 0.06 345.49 353.75 349.00 39.97 15 0.95 0.000 0.01 0.8 0.0 B9 0.00 0 0 0.00 NA N/A 0.01 349.01 353.67 349.00 71.36 15 2.43 0.001 0.10 2.0 0.0 B31 0.00 0 0 0.02 NA N/A 0.12 349.12 355.75 Structure Area Cw to (Acres) (min.) B4 0.29 0.76 6.0 B5 0.16 0.68 5.0 B6 0.20 0.69 5.0 B7 0.14 0.81 5.0 B8 0.22 0.50 6.0 B9 0.25 0.60 6.0 B10 0.53 0.80 6.0 B31 0.45 0.85 6.0 \ / XISTINGSTREAM I \ \ \ , �- \\. - ✓ s` \ \ \ \WILLYAM A WELLS ®� V A TMP 046QOO co 00-023Ao \ \ EXISTING 100 479ACRE5 YEAR FLOODPLAIN (TYP.}��®®� s V ��4n�32O\ \ VA V A \\ \ \ STgT \ w, TF643P - SCOTT/R. CbLLINS'Z, Lie. No. 035791 p 11/2/21 � O J Ll Z O 0 Z 1 J a 0 on F- z LU w I W on H z I ru I � 0 U u) U 0 I � W CIE. I � un I [n Cl - '-I IJJ N N N Ch, L Q J M M (n a Q N Q ® � O r o w W� Cl CI) N W = z O Ld __J 1 Q J_ z> Q ___1 U - H QCj[ Q U O L9 (n t,� c z � z U O Lu W L7 z w I' ® Fl < O Ul � a Z w L�U/ 1 M F-- l ,^ J F w LU n/ L r_ J Q � O LU O N Iiii- U �� w F Lu a JOB NO. 182150 SCALE 1 11=50' SHEET NO. 16 GENERAL N07M 1. DESIGN IS IN ACCORDANCE WITH AASHTO LRFD, 9th EDITION. AND VDOT SPECIFICATION SECTION 302.03 2, LIVE LOAD - HL-93 WITH 10' - 15' EARTH FILL 3. MINIMUM CONCRETE STRENGTH, T'c = 5000psi O 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 5. BOX CULVERT MATERIALS AND MANUFACTURING SHALL CONFORM TO ASTM C1577, 6. INSTALLATION OF THE CULVERT TO START AT THE OUTLET END (BC-1) AND PROGRESS TO THE INLET END (BC-3). INSTALLATION SHALL CONFORM TO ASTM C1675 "STANDARD PRACTICE FOR THE INSTALLATION OF PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS" 7. STRUCTURES SHALL ONLY BE HANDLED USING THE LIFTING DEVICES SHOWN ON THE SHOP DRAWINGS. FLEET ANGLE FOR UFTING SHALL BE NO LESS THAN 60' AND ALL LIFRNG PROCEDURES SHALL CONFORM TO OSHA REGULATIONS. 8. ALL EXPOSED EDGES SHALL HAVE A 1" CHAMFER TABLE OF UNITS MARK OTY DESCRIPTION VOLUME WEIGHT (CY) (TONS) BC-1 1 OUTLET ENO SECTION 7.98 15.16 BC-2 21 STANDARD SECT 7.03 14,24 8C-3 1 INLET END SECTION 8.66 17.54 WW-1 1 WINGWALLS NW 9.31 18.85 WW-2 1 WINGWALLS SW 9.61 19.45 WW-3 1 WINGWALIS NE 6.37 12.90 WW-4 1 1 1 WINDMILLS SE 6.37 12,90 BC-1 AND BC-3 INCLUDE HEADWALL WEIGHTS DRAWING SCHEDULE Sheet Number Sheet rue 1 COVER SHEET 2 OVERALL PLAN AND ELEV 3 PLAN AND ELEVATION 4 INLET END PLAIN 5 INLET END ELEVATOR 6 OUTLET END PLAN 7 OUTLET END ELEVATION 8 TYPICAL SECTION 9 REINFORCING DETAILS 10 WING WALL REINFORCING 11 REINFORCING SCHEDULES 12 MISC DETAILS 738'-0" (INCLUDING 1' JOINIS) A O - - - _'f CULVERT- - - - - - - - - - - I I I I I I I I I I I I I I I I I I I CULVERT PLAN FLOW m�l-- - - - - - - I - - - -1 - - - - - - - - - - - - - CULVERT ELEVATION OF N T L �TI�,L TMOf WQJCHESTER PRECAST pT'"' xw.w sTLURr 1vvm coRKA Lic Nw052135 a/za/nGROUNDS �,,,,y��®ae,eR,� �� Cma mEvameeeRo SoLun ALBEMARLE COUNTY, VA -MQTONAL6�0 �e/z1/:1 m 138'-0' 6-0j6-0� (19) BC-2 Z� Jr. ttP 5 9� � r � r� 0 I BC-3 BC -2 BC -2 BC-1 o------ ------ --- - -- ------ ----- 1 ALP LUA66G V-6" UTILITY ANCHORS. TYP ttP. PRECAST HEADWALLS PARTIAL PLAN VIEW TrP I I ------- ------ -- I I I I I BC-3 i BC-2 i i BC-2 i BC-1 FLOW ®INV 338.25 ' - - - - - - I - - - - - - I -- --- 1 ---_-t------ - - - - - - INV 329,83 A PARTIAL ELEVATION VIEW SLOPE = 6.10% IRECTION WLTRO F T TIld aO�d f WTNCHETER�PRECAST p SMART OAVID GORXA Lk.Nw053U5 B7zn/u Cmac9 ENameex,lw5 .eu ��POW GROUNDS ALBEMARLE COUNTY, VA ZONAL rsJ2,/z1 �� INLET END PLAN 12'-0" -�{ PRECAST HEADWALL NO m n BC-3 effa. WW-1 cI k340.75 airy WW-2 s(6 4"0 WEEP EL 341.75 HOLE, TYP h e S .m } 5 TP 3'-0' 6'-0" i' DA-1ONC DAYTON FERRULE INSERTS O 12' MAX FOR CIP CUT-OFF WALL INLET END ELEVATION I I I I I I DA-10NC DAYTON FERRULE INSERTS ® 12" IIII wW-4 Ww-3 a5• 46 ALP LUA66G /. UTILITY ANCHORS, s. 'P. 6 O. i1 4"0 WEEP, TYP OUTLET END PLAN dgA TROA aOTA �j WQJCfIESMTERPRECAST i' !i O wmrnmren� a slTwxT wv1D wnrA �,,,y�ew®ae,e� ucw.9szus Cmw .Evame.Srnnn B/za/u om � '7p ems '" �,� ALBEMARLE COUNTY, VA 5' x MQNQINN BOX CULVERT elfa ww-a 4"0 WEEP HOLE, TYP 3' ` PRECAST HEADWALL 10'-6" 3" 338.33 -(Ea WW-3 c(6 Y� 5' TYP 2'-3' 2'-3" DIP-1 ONG DAYTON FERRULE INSERTS O 12' MAX FOR CIP CUT-OFF WALL OUTLET END ELEVATION A 334.33 1" CHAMFER, TYP 12--0" B' 5'-0' S. 5'-0" B' ALP LUGASBG UTIUTY ANCHORS. TYP 0 ALP LUG466G UTILITY ANCH015. g• (4) TYP TYP IN TOP SLAB 1' COIL INSERT ALP •I CI631412P, TYP. \ 1j" x 31" KEYWAY m ,I n ALP LUGA56G UTILITY TYPICAL SECTION ANCHORS. (2) TYP CIP CUT -OF -WALL WINGWALL SECTION IN BASE SLAB FOR REMOLDING dpA rxof o� WRTCIHESTER PRECAST 6RNRT MLRO GORKA POLO GRO Tic Nn052Us w' �� e/zs/zt Cmme E,raRreexRoS ALBEMARLE COUNTY, VA UI VFW /ONAL>By0 �s/a,/i, CE1-TF TOP FACE C10U BOTTOM FACE 2' 3" A300 4 a 14' COV O/S FACE, TYP 'off B1 1GOV VS FACE, TYP At 00 W A200 A40G - C200 INSIDE FACE Cl-OF OUTSIDE FACE REINFORCING SECTION CLEAR COVER = tk' TYP ONO REINFORCING ELEV REINFORCING SCHEDULE BC-3 MARK OTY SIZE SPC TYPE LENGTH H V A100 6 $5 12" STR 1V-6" A200 6 #5 12" STR 11'-6" A300 6 X5 12' STR 1l'-6" A400 6 #5 12- SIR II'-$' Al 12 #5 12" 'U' 10'-3" 1-11- B1 16 g4 10' STR 5'-6" B3 12 $4 12" STR 6'-0" C100 11 #4 12" STR W-1" C200 11 d4 12" STR 6'-1" Cl-TF 11 px4 12' STR 5'-9" C1-IF 34 #4 12" STR 6'-1" C1-OF 23 $4 12" STR T-9" REINFORCING SCHEDULE - WW-j3'-1- MARK CITY SIZESPC TYPE LENGTH IT TOO 1 21 #5 9" STR 8'-4" LOC 2 16 #4 12" STR 8'-4- TOO 3 16 #4 12" STR 15'-B- LOC 4 21 #5 9" -L- 6'-B" LOC 5 16 #4 12" STR 6'-B- LOC 6 14 #4 12" STR 15'-B- LOC 7 21 5 9" -L" 4'-5" l'-0"LOC 8 16 /4 12" "L" 4'-0" 1'-0" LOC 9 2 1 #4 - STR 17'-1" Al O Cl-OF OUTSIDE FACE Cl-IF INSIDE � I I II I II I I II LL _ I LL o o p p II 1I n II 11 1•I 2' MAX REINFORCING ELEVATION SIDE VIEW AS -CAST WINCIIIiSTER PRECAST ii'' O murneneam.mv �n w STOART DAVID COPKA srmn,.mv,m®.onov® Uc Nw05W5 'S 6/z4/ss Concx ExomewrmS s.Lcc w omu �OAy .p`tlt � �oALBEMARLE REINFORCING SCHEDULE BC-2 SIZE SPC TYPE LENGTH H V #5 12" STR 1V-6' #5 12" STR 11'-B' M5 12" STR 11'-6" N5 12' STR 11'-6" I #5 12" 'U' 10'-3" V-1P 6'-5- #4 10' STR 5'-6' �4 12• STR 6'-0' B4 12' STR 5'-9" #4 12' STR 5'-9" C1-TF 11 g4 12" STR 5'-9" Cl-IF 34 #4 12" STR 5'-9" CI -OF 23 $4 12" STR REINFORCING SCHEDULE - WW-2 MARK CRY SIZE LENGTH H V FDIC 1 21 15 B'-4" LOC 2 16 #4 8'-4'3 3E 16 #4 15'-B"WC 4 21 J5 6'-B'LOS 5 16 #4 fSM8'-4e- 6'-B"WC 6 14 /4 15'-8"LOC 7 21 $5 4'-5" 1'-0' 3'-5"LOC 8 16 d4 4'-0' 1'-0' 3'-0' LOC 9 2 i'4 16'-10' VA LOG 1 LOC 2 VERT R.F. VERT F.F. 11' cm �" COV REINFORCING DESIGN MARK SIZE SPC TYPE TOO 1 a5 9' SIR UDC 2 Y4 1Y SIR LOC 3 g4 12- STR LOC 4 a5 9- SIR LOc 5 14 12" SIR ttt 6 y4 tz' SW LOC ] N5 FRO 5 y4 12' 'L' LDC 9 g4 - STR LOD 8 F.F. LOC 7 R.F. LOC 4 T.F. COV 85 DOWEL -IN R W6 HEAD x 12V O 12'oc fCW T LOG 5 B.F. LOC 6 TOP & BOTTOM REINFORCING SECTION REINFORCING SCHEDULE BC-1 MARK Ott SIZE SPC TYPE LENGTH H V A100 6 #5 12" STR 11' 6" A200 6 #5 12" STR 1V-6" A30O 6 #5 12- STR 11'-6" AbOp a #5 12" STR 11'-6" Al 12 #5 12" 'U' 1G-3" V-11" 6'-5" 81 14 n4 10' SIR 5'-6" 83 12 N4 12" STR 6'-0" C100 11 #4 12" STR 5' 3" 0200 11 p4 12" STR T-3" C1-TF 11 /4 12" STR 5' 7" CI -IF 344 12" STR 5'-3" C1-OF 23 #4 12" SIR 5'-7" REINFORCING SCHEDULE - WW-3&4 MARK OttESIZESPC TYPE LENGTH H V TOO 1 14 STR 7'-B" LOC 2 10 STR 7'-8" WC 3 14 STR 10'-2" TOO 4 14 "L" W-8" LOC 5 10" STR 6'-B' LOC 6 14" STR 10'-2" LOS 7 14 "L" 4'-5" 1'-G'LOC 8 10" "L" 4'-0"1'-0' 3'-0' LOC 9 2 STR 10'-10' TRIM BARS ALONG SLOPE, LOC 1, LOC 2, & LOC 3 TRIM BARS ALONG SLOPE, LOC I, LOC 2, & LOG 3 TRIM BARS ALONG SLOPE, LOC 1, LOC 2. & WC 3 T,i a S4 THREADED DOWEL -IN h VERT. O 12'oc �I 3- � O� VARIES n MOUN }" RECESSING 3" DIA-10NC Y CLOSED CELL DAYTON FERRULE NEOPRENE INSERTS O 12'oc CASKET T INSIDE FACE PRECAST HEADWALL DETAIL JOINT DETAIL dTJ,I.TNOF aO� WINC�STER�PAECASPOLO GR Y � OO �w�'�uiwun �wh^c SMART MVIO WRXA u,..w.asv55 Cono1�E.,o��,�Sw�„eo„5.rl.O eJza/ss F xls ALBEMARLMOND COUNTY, CULVERTVA BOX m �'W/ONAL>5W0 n•5/z1/z1 SCOTT/R. C15'LLINSZ H---I Lic. No. 035791,E 11/2/21�4 Z Z O a w Z � co �, Q C C O Z u c V/ w ¢ `u D c W ° ce L Z w 77 O u N Qv 0z F- 1 0 Lu w a i a w N LU fY O O c U w QON \ C O E O c L9z VJ < N J U Ch m af•��) Q 0 m N Q o O M 0 3 m 0 a a C) O O N Q \> N O W i ZS > Q J_ ��0 E TT� W 0 e< `o W U O L9 O 0 -.1 o S � z � z U 0 O W T ((v�11'jj u Ym X w 0 0 - J m ulC) 0 _I ^ O L.L � Z Z W , 0 W W W M Z � Z W Z J w O J J � O O O /n 4 v N O Lu O N < U x QN y N W O J O F- LU CJ E w K S o d N � JOB NO. 182150 g m SCALE ° NONE If C ° SHEET NO. 1 a 17A I GENERAL NOTES: 1. DESIGN IS IN ACCORDANCE WITH AASHTO Ill RUN EDRION. AND VOOT SPECIFICATION SECTION 302.03 2. LIVE LOAD = HL-93 WITH 2.75' EARTH FILL 3, MINIMUM CONCRETE STRENGTH, Vc = 5000psi O 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 5. BOX CULVERT MATERIALS AND MANUFACTURING SHALL CONFORM TO ASTM C15]]. 6. INSTALLATION OF THE CULVERT TO START AT THE INLET END (BC-3) AND PROGRESS TO THE OUTLET END (13C-1). INSTALLATION SHALL CONFORM TO ASTM C1675 "STANDARD PRACTICE FOR THE INSTALLATION OF PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS" Z STRUCTURES SHALL ONLY BE HANDLED USING THE LIFTING DEVICES SHOWN ON THE SHOP DRAWINGS. FLEET ANGLE FOR LIFTING SHALL BE NO LESS THAN W AND ALL LIFTING PROCEDURES SHALL CONFORM TO OSHA REGULATIONS. 8. ALL EXPOSED EDGES SHALL HAVE A 1" CHAMFER TABLE OF UNITS MARK QTY DESCRIPTION VOLUME WEIGHT (CY) (TONS) BC-1 1 OUTLET END SECTION 6.85 13.57 BC-2 17 STANDARD SECT 6.2B 1232 BC-3 1 INLET END SECTION zpe 14.34 WW-1 1 WINGWALLS NW 10.47 21.20 WW-2 1 WINGWALLS SW 10.47 21.20 WI 1 WINDMILLS BE 10,47 21,20 WW-4 1 WINGWALLS SE 10.47 21.20 BC-1 & BC-3 WEIGHTS INCLUDE HEADWALL DRAWING SCHEDULE Sheet Number Sheet Title 1 COVER SHEET 2 OVERALL PLAN 3 PLAN AND ELEVATION VIEWS 4 INLET END PLAN 5 INLET END ELEVATION 6 OUTET END PLAN ] OUR£T END ELEVATION 8 TYPICAL SECTION 9 REINFORCING DETAILS 10 WING WALL REINFORCING 11 REINFORCING SCHEDULES 12 MISS DETAILS 112'-1,,i' (INCLUDING }' JOINTS) 'a -_C-U_LVII E CULVERT -FP-pILNiAreSE$N CULVERT ELEVATTSIIIcOATO nL°W�Nt�p-ASyRN TST eT-IeOOA/R WIN-c -,�SII NH-mm-,PznAE I°I "-sr�e., ,i x052ts - I I a-h 2/2Cor8NvSoumu - A�n�II L>BE+ a /-Mvs4Ri II O-UaM- aRYKwFrsVLAELC, JNNFI ULU /MAL n® OW I I I I I I I I I I I I I I I I I I _4 5'-11j" � 5-114'ttP. � (14) BC-2 JT� 5-8� I I I I I 3 1 13 3 I I T I I I I I I I I I I I I I I I I I I I I I I I I I I 1 -fi' ALP LUA66G ttP UTIutt ANCHORS. ttP' � PARTIAL PRECAST HEADWALLS -� PUN VIEW m Bc-3 m I I Bc-z I I I I I I I I Bc-2 I I I I Bc-2 I I II II Bc-1 FLOW II II INV 340.00------- ------ — -- ------ ------ -- --- INV 337.42 SLOPE = 2.41R oj�LT"6pCF:STLRPRECAST mrzusrreConca6r68No,NemlhvS.,moNsT ® ALBEM4RLE COUNTY, VA INLET END ELEVATION 11._4. 1B._0. PRECPST HEADWALL 3° EL 344� .� III.�3• EL ]46.56 0 - �p WW-4 rEL 92 � 6'-0 '0 3 -0° I 3'-0' 6'-0- EL 339.92 M � INV 337.42 �------------� 4"0 WEEP, ttP OUTLET END ELEVATION �T/U.TX OP WA1CFBi5TERPRECAST AomrlrMnxn� STUART MVID OORYA arsnwnevsmeemrvcreivmme.. Uc Na 052135 F.o opxsx,I b2w23 CONCA6IHEMO,N66RdO sOL,1fIWS.VG ALBEMARLE COUNTY, VA AL�° 1" CHAMFER, TYP B• 10'-0° 8° ALP LUG488C UTILITY ANCHORS, (4) ttP IN TOP STAB m� T,PI ALP LUGA66G UTILITY ANCHORS, TP 1" COIL INSERT ALP C1631412P, ttP. I C ALP wcgssc uram TYPICAL CULVERT ' ANCHORS, (2) ttP SECTION IN BASE SLAB FOR TYPICAL WINGWALL DEUDLDINc SECTION ay.LTX OR °P WINCFD:STI�PRPCAST SMART RAVID GORGA tie Na OS2115 srs,wrvmm,xaclxcreavlwn n: 8/z4/22 C.re Bxo. Srn.,mo,m. uc ALBEMARLE COUNTY, VA .. a/zi/z, ® C1-TF 10P FACE C100 BOTTOM FACE 3'-5' ttP ® p300 Cl-OF OUTSIDE FACE Cl-IF INSIDE FACE A100 UW B1 Al wQ �G o _ o 'off o UU A20D 2' MA% REINFORCING ELEVATION A400 SIDE VIEW AS -CAST C200 INSIDE FACE Cl-OF OUTSIDE FACE a FORCING REINFORCING SECTION SIGN MARK ZE SPC ttPE CLEAR COVER 1;" 1YP UNO 6 6' SRt 6 8' SIR a ,2- sm , a t2' SIR Vp%'LTN OF 1NINCHESTER PRECAST At s t2• 'u' a t2' 61R a � O.ao�nm ��m�v cauwrs tr sTR SMART LNVm GOIWA arecglrrmue�xeemwmr,wna.- 4 tY SIR ISe No- 052t36 Famm 0e1''q'4 4 12' 5Tfl 6/24/21 Con®fire P.xo,NaFAlnv S'OL,moKs. LLC 4 12' SIR 90�`t3lONALWW°�X� ��>'e�+�>o� mxrs ALBEMARLE COUNTY, VA 4 1S STR J 4o I I I I I I I I I I I I - I I I I I I I I I I I I I I < REINFORCING LOC , RF. DESIGN MARK SIZE SEC TYPE La , P6 e' s,a u1c 2 Pa ,z' sm LOC 3 P4 12' SIR ® LOC 4 PS 9" S,N LOC 5 M4 12' SlA LOC 6 P4 12' STR Lac ] Ps e' 'C ttt a A4 tz' Las A4 srR LOC 2 LOC 1 w VERT F.F. VERT R.F. n U LOU 8 F.F. LOC ] R.F. LOC 4 T.F. LOG s B.F. REINFORCING ELEV Lac 6 TOP & eprrpM WW-1 SHOWN OTHERS SIMILAR REINFORCING SECTION CLEAR COVER = ,}" ttP UNO �&3.TN Op x a0� � WIIJCFBiSw�P�CAST Y Or°'o'es ��Ren wnwm �,aHm.nm a,E snuixr DAvm oonrA Lc No-052136 6/24/21 Con®61a P.xo,Neralnv Srn.,mo6s.,,Lc ALBEM4Rt£ COUNTY, VA NALEP°R' e.e/zi/rz, 18'-5' A100 5-9 Cl O Loc z F.F. LOC 9 LOC J R.F. LOC B F.F. s LOC 4 T.F. LOC 5 B.F. REINFORCING SCHEDULE BC-3 MARK Ott SIZE SPC ttPE LENGTH H REINFORCING SCHEDULE WW-1,2,3&4 MARK QTY SIZE SPC TYPE LENGTH H V LDC , 24 g5 9• SR2 8'-4• LOC 2 18 g4 tY SIR 8'-4' LOC 3 16 $4 12" SIR 17'-8" LOC 4 24 $5 9• SIR 6'-B" LOC 5 18 $4 12' SIR 6'-8" LOC fi 14 g4 12' SIR 17'-8" LOC ] 24 gs 9" 'C 4'-5' 1'-0' 3'-5" LOC 8 18 ga 12' •C 4'-0• 1'-0" LOC 9 2 g4 - SIR 18'-11" TRIM BARS ALONG SLOPE, LOC 1, LOC 2, & LOC 3 (2) g4BARS � 6" .f REINFORCING SCHEDULE BC-2 MARK Qtt SIZE SPC ttPE LENGTH g4 THREADED DOWEL -IN VERT. ® 12"oc }' MOUNTNG U RECESS �• OIA-, ONC DAITON FERRULE INSERTS ® 12•oc PRECAST 'HEADWALL DETAIL 1' CLOSED CELL Z" NEOPRENE GLSKET, TYP 1. n VARIES INSIDE FACE JOINT DETAIL REINFORCING SCHEDULE BC-1 Ott SIZE SPC TYPE LENGTH H V OiMPRN P100 11 l $6 6" SIR 11'-D' A200 11 $fi 6' SIR 11'-0' A300 fi g4 12" SIR 11'-0' A400 6 g4 12' SIR 11'-0• Al 12 $5 12" 'U' 15'-3' 3'-5" 8'-5' BI 12 $4 12' SIR 7'-6' tt $a 12" SIR 5'-2" clap tt ga 12• SIR s'-z' C1-TF 11 g4 12' SIR 5'-6' Ci-IF 16 g4 12' SIR 5'-2" C1-OF 27 g4 12° SIR 5'-8' SCOTT/R. C5'LLINSZ Lic. No. 035791,'� , 11/2/21 o�S'I nnreT. ce Z Z Q CL U.1 � I ~ I Z W I O I U I N Q oif I 0 1 � W I � I w I N Q � O N E O c � OB NO. 182150 � g m ° SCALE NONE ° ° SHEET NO. n 178 375 POLO GROUNDS ROAD - STA. 24+75 CROSS-SECTION 375 370 w w w 370 365 - - - 365 .t M It O0 N d) N Ol 00 W 00 W lD W 11 l6 M M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+0o CROSS-SECTION 375 369.65 EP O w u w 37p 369.98 TC °' - o%SLOPE 2%SLOPE x "' 37 o - - - - - - - - - _ _ _ - - - - - - - - - 365 365 ` 36o W 360 O Ol O V1 0 l0 l0 N m 6 m m m 0 M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 375 POLO GROUNDS ROAD - STA. 25+25 CROSS-SECTION 375 370.69 EP 371.ozTC u m u 370 wo%SLOPE z_5%SLOP -w 370 365 - - --- - - - - �� 365 36o 36o M O d co a) O N lD M l0 M ^ 10 D m O l0 m M H n m M O n m M n M w m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+50 CROSS-SECTION 375 371� 7 311. C o.5%SLOPE 37p -1.5%SLOPE _ 370 -a a \ 365 m W w J u W \ w \� 365 ------- 36o 36o M N d H N O 00 w d 00 �o l0 �n l0 6 i0 t ^ l0 ^ ,y ^ ri ^ ri i6 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+75 CROSS-SECTION 375 i%SLOPE 4%SLOPE .z3TC, 370 -- - - - ---37.90EP _ 3 --- ----- - 370 u o_ w m w J o_ \ 365 w W 365 o o m N 00 00 m �D m m m m l0 m m m m m D -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 26+oo CROSS-SECTION 380 374.16 EP O o_ w w J a u w m 375 - - - 374-49 TC w w 375 - ----_-- _ 1.5%SLOPE 370 \ - - - 370 O I� N O T O -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 26+25 CROSS-SECTION 3$p 37530EP v a O aw m w w 3 375 -- 375 6 TC e - w _ a/o SLOPE -X- - - ?- °/a SLOPE w - �X r- 375 370 - 370 Ol O1 ON N H �D O 00 l0 m m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 3$p POLO GROUNDS ROAD - STA. 26+So CROSS-SECTION 3$p ` 376.4o EP J LL 376.73TC 2%SLOPE u 4%SLOPE w 375 _ - - - - - - -_ 375 370 m w w 370 O I� Ln Ln M 00 N M ri n O 00 n n l^ l ^ n n m M mm m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 26+75 CROSS-SECTION 385 3$p 377.46 EP m w w 'a 380 377.79 TC _ X - \ 4%SLOPE 45%SLOPE w 375 -------T----- ---- ---- - - 375 370 370 0 •i m O V1 rl 00 m n m n m ^ m m n F m n F m m Li) m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+00 CROSS-SECTION 385 38o \ O 378.24 EP m w x u- v w 380 \ 378.57 TC w X 5%SLOPE ---- 3.5%SLOPE --- -- -- 375 ----- --- 375 370 370 00 Ol .t M OJ co rl 0o M N ri co m m m "^-' CO m m co ^ m m ^ m � m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+25 CROSS-SECTION 385 38o 378.79 EP O w w m x w a w 38o 379.12 TC 3 50/0SLOPE S SWSLOPE w 375 375 370 370 r1 rl O 0 N N n ^ 3 0^0 Vt N 00 M 00 I� m 00 ^ m 00 W m m 01 m W n m 00 W m m ^ m ^ m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+50 CROSS-SECTION 385 v a s 379.2i EP m w w J i� a w 380 \ \ 379 54 TC w o /o w 380 375 ---- \� 375 370 370 m Ql rl M w H co N rl M1'1 m 00 m co m co m rl m 61 m m 06 m 06 m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+75 CROSS-SECTION 385 V DCL \ 379-26 EP m w Iw v w 38o 379-59TC w w 380 IUDLUet 375 \- ----- -- \�\ 375 \ 370 370 0 N 00 N Vt 0 O^1 M 00 M co m m O^1 m M 06 M 00 M m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 GRAPHIC SCALE 10 0 5 10 20 IN FEET 1 inch = 10 ft. 385 POLO GROUNDS ROAD - STA. 28+oo CROSS-SECTION 385 379 16 EP w x w 380 379 49 TC l x 380 \ - a Sl aprw 375 ---J ----- ---- \��� 375 370 370 N M m �^j V1 tD rl p 00 N Vl 00 00 n Ol n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 28+25 CROSS-SECTION 385 w 37875 EP m 37w X u w $O 380 9.08 TC w 3 \ 1%SLOPE ogrOp 375 375 370 370 N 1� rl rl m l0 ^ l0 rl N o 00 00 C6 co 6 00 CO 00 m m 00 m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 28+50 CROSS-SECTION 385 38o \ \ 378.27 EP m "' w u 380 \ \ 378.6o TC x w _ _ 0.5% SLOPE_•5 -_-_ OPE 375 375 370 370 N ^ o 0 o ff H 000 m cl m m ni 00 00 m 00 m 00 e6 m 0 o6 a0 00 06 m ^ m � m m ri m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 28+75 CROSS-SECTION 385 \ 377-73 EP 3$0 \ V O w X J w 380 \ 378.o6 TC m X 1.5%SLOPE - ---- 5%SLO --- E 375 - ----� 375 370 370 �n o co o ,^+ 00 m �D m N m 06 m 00 m ^ 00 m m 06 m M I- m m M l6 m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 2g+oo CROSS-SECTION 3$5 3$0 37 .33 EP u0 ui a w J u o_ w 380 3 .66 TC m x x 3.5% SLJ1PE ------ 2%SLOPE ----- - 375 --- -,\ 375 370 370 00 0. m . co 14 co m co m 00 m rrm m m m m rz. m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 29+25 CROSS-SECTION 385 38o 37694 EP p w w u w 380 377.z7TC m \ - - - -- 3%SLO w E w 2.5%SLOPE 375 ---- ----- ---- ---- -- - 375 370 370 1p W N lD OM M 00 M H Ol O 00 m m Mi lD m m ^ �D m m I^ m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 40 0+10 0+20 SCDTT R. LLINSZ Lic. No. 035791 a Po 4/9/21�4 1S70NAL EEO\ z O d Z w M 0 0 < Z J O Q y u H_ w H W Ce z L9 Ir- Q z M M N - ce) O F1 w z W N < o W a- v w w z \J / Q In Lr) _LLI O L9 U Q Q z O z:) U O 0 °C V) W Y (D 0 H 0 � O O U) Z w w M O J U) tlo O CL w LLI I1- J W O O J H U W ~ W a.I w LO JOB NO. 182150 SCALE 1"=10� SHEET NO. 18 0 0 c 38o POLO GROUNDS ROAD - STA. 33+00 CROSS-SECTION 38o 38o POLO GROUNDS ROAD - STA. 29+50 CROSS-SECTION 38o 37b.bb LF - -_ - - - 376.ggTC 3%SLOPE 3%SLOPE 375 -------- - ---- ---- ---- 375 a a w 370 m w u x, 370 oD r,� o N o 100 m m m m m m lm m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 29+75 CROSS-SECTION 38o 376.3o EP - - - 376.63 TC 1 30A SLOPE 3%SL PE 375 375 V 370 m a w w W u a w W 370 M o s m m �D m ^ �D ^ w w -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 30+00 CROSS-SECTION 38o 375 98 EP - - _ - - 376.31TC 4%SLOPE 1%SL PE 375 -- ---- - ---- ---- 375 a_ Oa w J 370 m w w u (L_ w \ W 370 m r n o .. m o In InLD a m m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 30+25 CROSS-SECTION 38o 375-71 EP 375.04TC 375 ----_ 40/0SLOPE - - - v w 1%S ---- OPE ---- 375 w 370 a m w w J u W 370 1� \O to �. lD N 'i 0) m m m M m m Ln m m m m In -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 30+50 CROSS-SECTION 385 380 aa ww 38o 375�63 EP X 5TC3796 LOPE A S SL PE 375 375 \ \ 370 370 lD M O� O ^ I� 0 00^ •i S I� O 00 m W m ^ m m u1 ^ m M ^ m M m m m t0 m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 30+75 CROSS-SECTION 385 \ 380 a J 8o w 3 11 a \ 37558 EP m w u w w - - - 4%SLOPE 1.5% SLOPE _ - 375 - - - _ 375 370 370 N Ol N to L0 W 0 O � rl M I� It m 0) m O. r m m N � m m � ID m m � 1p m m l0 m Ln m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+00 CROSS-SECTION 385 � 38o a v a 380 v a 375-47 EP m w w w w 375 8o TC 4%SLOE 375 - - -i.5%SLOPE - - - 375 370 370 O O O 00 O OO1 O O N 0) 00 M 00 m l^ m ^ lr, M m ^ lr, M m ^ l,t m m M Li) m -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+25 CROSS-SECTION 385 38o a a 38o \ \ 375-11 EP m w -w w 375 37549 TC 4% LOPE 3%SLOPE - - 375 370 370 O S N N O N n O lD ri 00 � Ll) r In ^ n M lit ^ r, M M In ^ rl M m lD n M lit r\ M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+50 CROSS-SECTION 385 38o W 38o a J v a V w 374-75 EP m w w 375 375-08 TC 4%LOPE 30SL PE- _ - - 375 370 370 In rn 00 vt H vt co o m In m S m t m m t m m vt m m ui m In m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 31+75 CROSS-SECTION 38o \ \ 374.16 EP O� w x v 375 374-49 TC 4%5L PE 5oAS OPE w w 375 370 370 1� rl rl IN O N n 'i O m m m m m m m m m m Lil m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+0o CROSS-SECTION 38o 375 \ 37333 TC m w w \ 373.66TC w _LOPE . %S OPE _ w_ 375 NOTE: EXISTING ROAD SHALL BE REPAIRED' O A, 37O 37 O %MAX. CROSS SLOPE WITH MILL & OVERLAY OD M O 0) W INM om -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+25 CROSS-SECTION 38o 375 J a a �j 37z.51 EP o w w a w 375 372.84TC m _ -X 6.50/b LO 4o w 370 370 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 365 365 S a0 r0 IN 'O m 0) O 00 0) .t ri M m N m m N m m N m mm INm m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 380 POLO GROUNDS ROAD - STA. 32+50 CROSS-SECTION 38o � J 375 a d 371.70 EP m w w V a w 375 372.03 TC w%S OPE 2%SLDPE 7 X w 370 - - _ 370 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 365 a0 N O co .i N 0) 00 O 00 V) N m M m m M m m m m IN m m m o o- 3 So POLO GROUNDS ROAD STAO+12+ 3 75 CROSS-SECTION 8o 3 375 v 375 W 71s9 T 6%S OPE o%SL PE w 370 - - - 370 OTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 365 07 M .t T . M m a M M Ln )D o o m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 \ J 375 a 370.11EP m w w w x w7%SLOPE - ° - 370 \ � � 370-44TC oASLO E w 370 NOTE: EXISTING ROAD SHALL BE REPAIRED TO Al \ 365 4%MAX. CROSS SLOPE WITH MILL& OVERLAY 365 N n N N O m � m n H D n m N ^ m O ^ M O O ^ m m O O ^ m M O O ^ m M O O r\ m M O M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+25 CROSS-SECTION 375 v a a \ \ 36939 EP m w w 6 z TC x 370 \ \ 3 9-7 5.50/,SLOPE NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 0.5%SLO E a w w 370 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY a m o o 00 N 00 o D m m mm a 0 mm m mm m mm m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+50 CROSS-SECTION 375 v 368.76 EP O w w v a 370 36g.ogTC m w o PE 1%SLOPE x 370 \ NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY In ci O 00 n N S 00 N N S rl It o m � c6 00 ID �D a) m � c6 a) � m w � 06 ID M M M M M M M M M M M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+75 CROSS-SECTION 375 J \ U a a 36834 EP O w w u a 370 x 368.67 TC m w LOPE o_ ° X 37 O 365 NOTE: EXISTING ROAD \ \ \ 365 SHALL BE REPAIRED TO A CROSS SLOPE 36o WITH MILL&& OVERLAY 360 O lD �t 1 •i00N 1 O. 00 0.) l-I m m m m 6 co m m M m w m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+00 CROSS-SECTION 375 J u a w a 370 367.92 EP m w 370 _ 368.25TC 5 SLOPE ¢ ---- --_\ 365 J -- 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 360 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 36o W lD I O) Om n m In 00 d .t 0) m m m �D m m M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+25 CROSS-SECTION 375 \ J V a a u a w 370 367.64 EP m w X w 370 --------36797TC SLOPE - U-.5M 365 7_7 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 360 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 36o ci N M ^ N co 0 N IN rl N fl N rc) 10 � ^") "D M �0 m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+So CROSS-SECTION 375 \ a V a a V w w x 370 370 36735EP m w X w 367.68TC g 5 0SLOPE O%SLOPE 365 --- ---- �, 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 36o o a N a N � m M 0000 m r� CID co 10 10 w M M M m M M M M M M m M -0+50 -0+4.0 -0+30 -0+20 -0+10 0+00 0+10 0+20 GRAPHIC SCALE 10 0 5 10 20 40 IN FEET ) I inch - 10 FIE SCOTT R. LLINS'Z Lic. No. 035791 a Po 4/9/21�� 1S70NAL SEC' \ 0 L9 Ir- z 00 Q J cM a Z 00 o N N Q ° co O 3 a-F 0 V vi O 0 ° Lu o W N Cn z N Q O WQ > 10- U o Lj Ljj Z J � V) a > Q LLI lJl O° pL9 ° O U)1 1 `o I1 0 �0 3 zz Q _ O U p Lr- 0 W' � In ID Y (D Q Lu zo H O a U) O '�ramr� o W O w Zw w M J Z OZ ) U �/iloC Z JLu I L o w ° J O a o a O Lu O O ° x N Q° W 0 J � U ~ O w w E W m O a to JOB NO. 182150 0 N SCALE ° 1ll = 10l ° D SHEET NO. o 19 ° L H 370 POLO GROUNDS ROAD - STA. 37+75 CROSS-SECTION 370 375 POLO GROUNDS ROAD - STA. 34+75 CROSS-SECTION 375 J a \ a W w w 37O 367.07 EP m w x w 370 367.4oTC 7,5%SLOPE 1%SLOPE 365 ------------ 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 36o N 00 l0 ri l0 ri l0 ^ n ^ n 1 M m m m m M m M M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+00 CROSS-SECTION 375 37 O u a 366.82 EP m a w x a x 37 o \ 367.15TC 4%SLOPE 1.5%SLOPE 365 --------- 365 36o \ \ 36o N rn M m 0kD S m m m M m M m M m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+25 CROSS-SECTION 375 J 370 o a 370 366.42 EP m 366.75TC �G`✓r SLOpi- 2.5%SLOP 365 - --------- --- - _-\ 365 \ NOTE: EXISTING ROAD SHALL BE REPAIRED TO A} 36o 4%MAX. CROSS SLOPE WITH MILL& OVERLAY \ \ 36o 0 d N W O 0 M 0 N 00 M M M m M M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+So CROSS-SECTION 375 370 u a w u 370 \ 36595 EP m w x \ W w -366.28TC 5%SLOPE-1_5%OSLOPE 365 _ - \ 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 360 N N o M ^ o m LD m m m M M M M M m M (n M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+75 CROSS-SECTION 375 370 a J a - u a 0 w 37 _ 365.41 EP m "' x w 365 -- - 36574 TC 4.5%SLU E \ ✓ o.5%SL PE 365 \ \ NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 360 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ 36o N 111 N N 00 L!1 C)00 0 00 m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 36+oo CROSS-SECTION 375 370 a J n 370 365.og EP v a_ u m w w w 365 ------------ 365.42TC 2%SLOPE :1% SLOF E 365 36o \ 360 rl I� ON M m M M M M m m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch - 10 fL 375 POLO GROUNDS ROAD - STA. 36+25 CROSS-SECTION 370 365 36o 355 � C) 364.5o EP m 364.83 TC 375 a a 370 w w u w w w z%SLOPE z%SLOPE 365 - - - - - 36o 355 N tD �t tD N T O 1� r\ CO 1.6 M m m m m M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 36+5o CROSS-SECTION 375 370 370 6 35 u a 363.78 EP m w w x W w x w 365 -364.uTC SLOI I: 36o \ 36o 355 355 co m N 0 H N L' W HO H O m In m S mM h'1 .mt M mM m m m -0+50 -0+40 -0+30 -0+20 -0 10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 36+75 CROSS-SECTION 370 a w J v a w 365 363.o3 EP m w w W 365 \ 363.36 TC ,- ----- 3 5 ----- --- - 36o \ - \ 36o 355 355 co .t O N Vr f N 00 It m �t m m m m ^- m D m lO m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+00 CROSS-SECTION 370 365 a 362.37 EP m W w ua v w w 365 \ 362.7oTC 3o%SLOPE z.5%SLOPE 36o ---- --- - - ------ 36o \ 355 \ 355 O lq N l^ l000 OIt 1p M l0 M w m tD W m 'D w m l0 M l0 M 6 w M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+2S CROSS-SECTION 370 a J a w w u w 365 365 vO 361.82. EP m x x 362.15 TC 2,5%SLOPE 3% SLOP E 360 -- _ ---- ----- 36o 355 \ \ 355 cmi N N Vl co m M m N M Mi N M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+50 CROSS-SECTION 370 365 v a w u w 365 361.1g5 EP m w w \ 361. 2TC 3.5%SLOPE 3%SLOP 360 - ----- _ --- ---- - 36o 355 \ 355 \ N m o 00 m � N m io a ao m w m � m D M m D M M M m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 365 „ \ 36o.42 EP m W Ix w w 360 60. - - 3 75 TC 3.5%SLOPE --z%SLOPE - 36o 355 \ 355 0o n o p o m 0) co 0o � m � M � M � M m ID M M 0 �D M M t m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+oo CROSS-SECTION 365 359-79 EP 3 60 36o.12 TC U m a "' ° 2.5/o SLOPE ` u o.5%SLO E - 360 355 w w \ 355 I� lD ri m 'i N l0 � N N V1 It m o m O m 0 O m 0 mci) m o m 0 m 06 m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+25 CROSS-SECTION 365 W \ 358 74 EP 360 359-07 TC SLOPE NOTE: EXISTING ROAD SHALL BE REPAIRED TO A o%SLOP w w 360 \ 355 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 355 m 0) a) 6 a) L 6 m Ln W a) Ql m W m M M m m M m M m M M n't -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+50 CROSS-SECTION 365 a 360 357-94 EP m W w w w x w 36o \ 358.27TC ,@PE o- - - - 355 _ _ \ 355 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 4%MAX. CROSS SLOPE WITH MILL& OVERLAY 350 350 L9 �0) o0, oa, 'D 0) o N L m 00 M 00 L � m 00 Ln �n m 00 M 00 ,, �� M 00 m 06 m m m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+75 CROSS-SECTION 365 6 3o v ow w a X x 360 357.03 EP 36TC-%SLOPE- m o.5%SLO r E w357 \ - - 355 - _ --- ------ 355 350 350 N o m ,^� m O m 0) 0) 0 m m m Ln m m m L m �6 M m M m m o 6 POLO 35 GROUNDS ROAD- STA. 39 +00 CROSS-SECTION 365 360 v a a w J u a X 360 356.21 EP m w W 356.54 TC 3.5%SLOPE o.5°h SL0 E 355 -- -- -- --- ---- - - - - - - - 355 350 350 o M 00 Ln It N 0 00 m � 6 M kD M m m �0 m t16 m t16 m �6 m M m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 39+25 CROSS-SECTION 36o 35530 EP v a O w J u 35563TC m 3%SLOPE 355 - - 0.5%SLO E -- - - -- 355 a a 350 w w 350 00 0 0 0 W of 01 H N 00 0l 0 m m mm mm mm m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 SCOTT R. LLINS'Z Lic. No. 035791 a Po 4/9/21�� 1S70NAL SSG\ z O J d tn Z Ca O 0 < Z J O Q > z w H W Ce z L9 Ir- < z 0 N - ce) O i 1--I F1 Lu z W N < o W a- V Ld w zJ�V � Q vi 0�/ �_j LL L9 O V _ Q Q z O = U O 0� °C V) W Y U' 0 Lu O D O O ul U) 01. zLu W O _j I U) t10 O CL J � w LLI ZD J w O o � Q u � w J u w F w O a w � JOB NO. 182150 SCALE 1= 10� SHEET NO. 20 36o POLO GROUNDS ROAD - STA. 41+00 CROSS-SECTION 36o 36o POLO GROUNDS ROAD - STA. 39+50 CROSS-SECTION 36o 354.0 EP 355 - 35444TC 350 u m o w am w 3.50i6SLOPE u o.5%SLOE w w -- 355 350 o rn o?0 It o N m m tD m m m m m Ln m m Ln m Ln M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 39+75 CROSS-SECTION 36o n a V 1 w 355 — - _ — 352-83 EP m w U U o a w w 355 _ 350 — _ 350 I� W f H n0'1 00 00 �!) V1 M V) M t m m M M m M N m m M M Vm1 m M Vm1 M m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+00 CROSS-SECTION 36o 355 1 35 -79 EP o W a J L " a w w 355 - - - - - - 4o/a SLOPE 2% SLOPE --- 350 — --------- 350 345 345 M l0 N H N O 00 N N n O) t t M t m M t N M M M M rl N M M CI N M M N M H M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+25 CROSS-SECTION 355 u P-a m w w v 355 349 12 EP a w 350 349�45TC w2%SLOPE 2.5%SLOPE W 350 345 345 340 — — — — 340 335 \ 335 330 `� _3330 NMt 00 Nt N . D) CtO . M OlOt N lD On 00 O + N tN W N 'i N t N t N Ol N t It OD (7) t m O ' m M t M M M M M M M M M M M M M M M M M M rv`. m M M M M -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o POLO GROUNDS ROAD - STA. 41+25 CROSS-SECTION 36o 355 u a X 355 348.56 EP u O o- w a X 350 - - - - 348.8g TC 00 w 2 w 350 345 345 - - - - - - - - - - - - - - - - - - 340 — _ _ 340 335 335 0) O M 0 D) tm H m O 00 H 0) m w H 0) O a) O 00 a) w n O m D) o w l0 It t m H w M t ri t t '{ M t 'i M t )4 M t 6 M t �y M t S M t N M t d, M t c6 V) t 6 W t CO o) t m t I� t ^ M t N H t ^ O t M �. M M t M M t M M t M M t M M M M M M M M M M t M M M M t M M M M t M M t M M M M M M M -1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 36o POLO GROUNDS ROAD - STA. 41+50 CROSS-SECTION 360 355 351.11 EP iUn a a w v X 355 - - 351.44 T m w .. w. .. 3.5%SLOPE 1%SLOPE 350 — �= — —' — — 350 \ 345 345 i 340 340 V1 I� 0M N m 00 H. N ' H ON O) m O) O Ol m m m 0m m m m m m m m m m m m m m -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+50 CROSS-SECTION 0+20 0+30 0+40 0+50 355 uma 348-35 EP a w w 355 a w 348.68TC o --- 35 0350 345 345 — , --- — — — — — — — — — — — — — — — — — — --- 340 ----- --- 340 335 335 O`,D H O) 00 00 r� r, O) �/) t H t H� M 00 O Ln M N O O,D to ,D 00 n Q1 00 00 Ol O) O) M H� 00 �D N (n M t N m t t � M t W M t N M t t t rl t t t t )!) t W t aD t 00 t 1� t ^ M t N t N t H t O t 00 M t M M t m M „) m m ,,, m M „) m M t m m t M M t M m t m m m m �. m m M m M M m M M m m M m m M m -0+90 -0+80 -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 36o POLO GROUNDS ROAD - STA. 41+75 CROSS-SECTION 355 350.46 u r1 EP lum w w w U w w 355 35o.79TC 2,5%SLOPE 2%SLOPE 350 --- ------ 350 345 345 - -- 340 340 t CO 0) O N O l0 '+ I H O n� V) Om t t� 't O) f M H O O O y) 14 t m V1 -0+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 36o POLO GROUNDS ROAD - STA. 40+75 CROSS-SECTION 0+50 o+6o 0+70 36o 355 355 350 u 348.23 EP m a w a w w � v a w w 350 8. 6TC o 2%SLOPE 345 _-- --- _ —� - 345 ---- 340 ------ 34 O N H O) H W M O) t lD O H D) D) W l(1 H t 1� M L!) N t N t �/) O) to 00 OJ rl D) m O M V) L!) 1� O N H H N N t() ^ L!) H t t d Ll) O V) t 00 lD t 00 V) t CD OD t 00 N t N t 4 t ^ M t ul M t t N t M N t r! M M M M M M M M M Ln M M t M M t M M t M M �. M M M M t M M t M M t M M t M M t M -0+90 -o+8o -0+70 -0+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 355 POLO GROUNDS ROAD - STA. 42+0o CROSS-SECTION 355 349.92 E 355 m w a w J v a w 350 350.2 T 5 w2%SLOPE 2.5%SLOP w 350 345 i 345 0 ` / / 335 335 M N O) i� m H t 00 t t lDO V00O M O) H t O GO H t t w O N 00 )0 M t N M t't N t O O t O t t H t t H O t H O t O) O t O O to O to 00 't t 00 t N `t t N H t N 00 t 00 m t m m t m m m M M m �^ m m �^ m m `^ m M Ln M m m m t m m t m m t M m M M m M m -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 0+50 o+6o 0+5o o+6o 355 a 348.48 EP O 0- w a x J u a 350 -------------- ---- 348.81TC 00 w ° w 350 345 340 345--- ---------- ----------- 340 O M m m W t 00 H m H m0 t 0) 1. It 1. � V1 00 H O N OD t 1� t O l0 t N lD t S to t N to t O l0 t W l0 t m tD .t m OD t m D) t d) t CD t M M (,) M L m m Ln m m l,) m M m �, m m t m m t m m t m m m m -1+00 -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch - 10 ft. 0+10 0+20 Lic. No. 035791 4/9/21 Z O J a k N Z 0 0 � Z J O y � F- U)^ > z w F�1 W Ce L Q M CM Q N Q cy") O H N H o W z, N Q O ~ > W LJ ] J J_ 0 Ln 1 i � Cf)Q O H � O U) lJ _J Q Q _ ::D O U p Q� 0� to - Y (D 0 H 0 D � 0 u 1 /'� 6 LL — ! W W M O J C0 0 J � W Lu o W O o Q U U, W J 0 O w w JOB NO. 182150 SCALE 1= 10� SHEET NO. 21 0 a 355 POLO GROUNDS ROAD - STA. 42+25 CROSS-SECTION 355 36o POLO GROUNDS ROAD - STA. 44+00 CROSS-SECTION 36o 348.82 EP 50- - - - - 349-15TC - - - - - - - - - - _ 345----------- O m a w w �"2% SLOPE J v 0.5%SLO E- a w 350 - 345 - - p 00 l0 N d I� ry m 0 N 00 01 M M 00 O 0 r` N N S d v1 Ol d co 3 S S n ko d lD .t ko d 00 .t al Ol 06 M M M y�j M M M m M m M M M M m M M M M M m M M m -1+00 -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 POLO GROUNDS ROAD - STA. 42+50 CROSS-SECTION 355 355 0- 345 34939 EP 349-72TC m w2%SLOPE o.5%SLOP W - 350 � 345 ------------------ � / / rl O1 - ri M 00 l0 N 0 O 'i lD m m m m S m �t Ch m m m m m m M M M -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 42+75 CROSS-SECTION 36o 355 o a a 355 w w 350.76 TC 350 - - - - - - -777 - - - - ----- - 1%SLOPE - o%SLOP 350 \ 345 345 co Ol N 't O �. Ln l0 l0 Ell N V1 A V1 N fi lrl rl O vl O O In O vl O O V1 O V1 O V1 Ol S m m M M m M M M M M M M M M M M -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+00 CROSS-SECTION 36o a 355 351.66 EP o w w J a w 355 35133TC m w w - - - - - - - - - - - - o%SLOPE i.5%SLO E- 350 - 350 345 345 M W S M N fm '1 fm m N m r m m r m m r Ln m m r m m m Ln m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+25 CROSS-SECTION 36o 355 351-77 EP v o_ 352.10 TC m - - - - -------- a w x J a u w 355 2.5%SLOP w o.5%SLOPE _ 350 ---- ---- - ----- 350 n O 00 M m M Vm1 m N V1 m m L!1 m m A V1 m M ~ l!1 m m V1 m Vl m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+5o CROSS-SECTION E.. 352.10 EP 355 w - - - ----- - - -¢ z ¢ x 1%SLOPE J X 355 2%SLOPE 350 BROOKHILL ENTRANCE SIDEWALK 350 M O 3. V1 .t O l!1 t!1 Ln Ln Lfl ci N Lfl N nl L/1 M N N l!1 N L!1 M M M M M m M M M M -0+70 -0+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+75 CROSS-SECTION 35333EP p V355- rc m T a w w 355 - - -3s3.66 ---- - -- - - - _ 1.5 bsizepE BROOKHILLENTRANCE - - - - - - - - - 350 350 N OJ Vl T vl CO lD �. �t m M m M m M m m M M m m M m M m M m M m M m M m M m m M M 0+10 0+20 -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 44+25 CROSS-SECTION 36o 365 POLO GROUNDS ROAD - STA. 45+75 CROSS-SECTION 365 35405 EP O w w u w 355 35438TC m x w x w 355 - - - - - - - - - o.%SLOPE 1. %SLOPE - 350 350 m �n o m o N N o 0 M M m M + m m M t m M m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 44+50 CROSS-SECTION 36o 354.4i EP v0 w o_ w J v 354.74 TC m 355 - _ - _ - - - 2.55%SLOPE - 2.5°i°SLOPE- _ 355 350 350 m a 00 m Hn Ln ao m m m m m m m m m m m m 358.47 EP v0 w w 36o 358.8oTC m W 355 _---- w W 360 \' 355 �o �o o a o ut Ell U) V1 1p 4'1 ^ n 111 06 0 Vl 06 V1 06 V1 co Ll1 M M M M M M M M M M SCOT T R. LLINSZ Lic. No. 035791,a Po 4/9/21�� �S70NAL EEC'\ z O d J < Z w Ca Z Z O J Q O u U j z -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 V l H 365 POLO GROUNDS ROAD - STA. 46+oo CROSS-SECTION 365 W 35931 EP a a = a O w w w � 359.6yTC m 360 - - - - - - - - ` x - 2.5%SLOPE x o.5%SLOPE 36o 355 355 l0 O t!1 rl M l0 N O N M M M M M M M M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 44+75 CROSS-SECTION 365 POLO GROUNDS ROAD - STA. 46+25 CROSS-SECTION 370 370 36o a o_ 0 360 354.83 EP O w 35516TC m x w x w 355 2.5%SLOP 1.5%SLOPE 355 350 350 W w m ^ N mLi) n in .t d M M m m m M m M m m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 45+00 CROSS-SECTION 365 360 o u w 36o 355.30 EP v0 w w 355.63 TC m w 3%SLOPE 0.5%SLOPE w 355 -- _ 355 ----- 350 `�/ 350 O D O tN O l0 N N O] H O O r;, m M m m m rj l!1 m m � V1 m m t11 m m 6 m k6 m Vl m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 45+25 CROSS-SECTION 365 3 w ° 356.26 EP O w a 360 V w 356.59 TC 2%SLOPE o.5%SLOPE 355 -~ ---- ~--- 355 350 -- ----, r/ 350 .i 0) N N 00 n 0 l0 00 m M M m 0 m m vi m m w 0 m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o 365 POLO GROUNDS ROAD - STA. 45+50 CROSS-SECTION 365 J W < W V w 5 355 o F a ;; x, 355 ---------_-- /,ELOPE 2%SLOPE BROOKHILL ENTRANCE - - - - - - - - 350 350 l0 m rl m N N m m W W Ql vl CD O Ol 1 t M M N N N M N N M M M m M M M M m M M M M M M M m -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 360 35731 EP O w J_ d V x 360 357.64 TC O1 _- o.5% SLOPE 355 - - --- -I` - - - 355 350 350 Cq m m M m M m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 365 36o.3y EP � 360 ----�� 360.67 TC --- m x --3%SLOPE - - o°hSLO w E- ---_ 360 355 355 L!1 o DJ O � 1� O N N Cl O O ri ri O -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 46+50 CROSS-SECTION 370 365 361.55 EP o w o -----_ 361.88TC m w J W 365 3.5%SLOPE 1%SLOP w 360 - --------- --- -- ---__ 36o N N Ln O m Ol m m O M M M cl tD m M M M Mi -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 46+75 CROSS-SECTION 370 J 362.86 EP v a a 365 - -- - Tc w v a X 365 - 363.1g m 3 5%-SLOPE c,Y% ~LOPE 36o 36o r_ l0 u1p tp 9 N lD lD lO lD M M M rct M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 47+00 CROSS-SECTION 375 370 - - , 370 364.14 EP w o_ u w 364-47 TC m w 365 w 3.5%SLOPE o.5%SL PE x w 365 36o 36o 00 m �n m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 IN FEET ) 1 inch = 10 ft. 0+10 0+20 40 z L9 < z M M N - ce) O 1 l-1 w z. W N < O - W � 2 a- u LLI w zV) > Q V) e O �_j L9 O V _ Q Q z O = U O 0� °C V) W Y (D 0 H 0 � Oo// ul U) LL z W � M O 0 U) tlo O^ CL J � w LLI W O O J H U W_ ~ W O 0 a W 2 to JOB NO. 182150 SCALE 111=10� SHEET NO. 22 a 385 POLO GROUNDS ROAD - STA. 48+75 CROSS-SECTION 385 375 POLO GROUNDS ROAD - STA. 47+25 CROSS-SECTION 375 370 J \ 365.43 EP O w U 370 w x — ' — \ \ \ 365.76 TC m w 365 w 3%SLOPE— — — — 1%SLOPE — _ 365 36o 36o O O1 n 01 H O m m m m �o M m m M r1D+i -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 47+50 CROSS-SECTION 375 370 366.5o EP UO w d U w 370 \ 366.83 T�-- m \ w 3.5i SLOPE o.5% x LOPE w 365 \\ ___ — — — — ---- --- — -- 365 36o 36o l!1 O Ol l0 ry n O N m n n iD 10 W lop l0 lip M M m M m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 47+75 CROSS-SECTION 38o 375 375 EP O w m J u a w x 370 � \ 367.7 370 368.o3�TC \ \j 2.5%SL 1• 365 — — 365 N 111 I� rl 00 N (171 O m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+oo CROSS-SECTION 385 38o 38o 375 \ \ 375 \ \ \ \ 368.87 EP UO w u a 370 \ \ 369. o TC m \ o E x 2%SLOPE w 37O \ 365 365 al l0 .i M Cl N .t O O 00 l0 1� N n N l0 N l0 0) l0 0) l0 0) ko M M M M M m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+25 CROSS-SECTION 385 38o \ \ 38o 375 \ � � J 375 . _ \ 370.og Ev O iau. \ w \ 370.47 TC m 37O \ \ 2% SLOPE %SLOPE w 37 o — — — — — — — — — — — — 365 w 365 t u? i N On It N 00 n n n O n n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+50 CROSS-SECTION 385 38o \ \ \ 38o 375 \ \ \ 371.og EP UO 371.42 TC m la 375 \ w w 1.5%SLOPE 1.5%SLOPE 37O \ \ — — — _ — — — 370 00 M M M M M m M n M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 380 38o 375 w 375 — _ w 1.5%SLOPE 1.5%SLOPE 370 \----- --- ---- --- 370 .t om O om l0 m N m N m N M N m N m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 0+10 0+20 I SCOTT/R. CBLLINS'Z Lic. No. 035791 a Po 4/9/21�� �S70NAL EEO\ z O J d w Z Ca O Z 1n Z J O Q y L H UI j Z w F�1 W Ce 0 0 c L9 z Qr r� J Cq od� ' ° N Q ° ce) O 3 ° ° Lu z W N Q O� ° WU o w w Z J a J Q > Q �nV) LI Oa O a L9 �_j M 0 O U) I I O z z Q U W' 0� In Y CD Q w zo O U) 0 /O�// (LL o v O W O w Zw w M J Z O Z H w cLntloC Z L w O w ° J O a Q° O O L O F— IN U X Q F U J � H U ~ w w E w o a to JOB NO. 182150 0 m SCALE ° 111 = 101 C ° O SHEET NO. o �3 L H CHARLES R HAUGH & / \\ \ \ \ \ \ \ CHARLES R HAUGH & \\ Landscape Notes - CONTRACTOR pTQ USE EXTREME CARE AND CAUTION AS NOT TO v v O o E J OGLESBY JR T / v \ v \ \ \ \ ELIZABETH ANN 0( \ \ V // o DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF \ \\ - / TMP o 600-00-00-01HE0 \\ \ \ \ \ TMP 0 600 00 00 O1$AQ / y o r I CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF V A \ V A \ VV A \ / l o i 4 \ \ 4 V O CONSTRUCTION \ \ V A \ \ V - T I / / p �r� j, r y 7.5o ACRES V A z9.92 P�CRES \ \ ww EXISTING VAR WIDTH PUBLIC \ \ \ \ \ / DB 2 PG 6 6 E G STREA \ \ 33, - o scoTT�R. cbLLiNsz \\ I X DB1 P o y I -- ISTIN { NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN 5 44 75ENT \ \ \ \ \ I /D.B.121 PG. 6 6 \ \ PROPOSED 3. _ 'r-) Lie. No. 035791 ,� DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION ✓ \ \ SDTORM DRAIN EASEM 3 GRASS STRIP - _ - ROPOS - S 95 3 � / I � — r -- - CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO �_, G' \ \ \ _ o I \ \ - - -- __ _ - d✓ 11/2/21 �4 DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION O�p� o \ \ \ \\ \ I /( n�, �I \ / I \ \ ROPOSEDASLTREE (TYP.) -- - y - - - o MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST of ' A V A I` - - EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT A\ A A - - - ROPOSED MV TREE (TYP.) _ ASS GN � A A - - / LANDSCAPING PROPOSED WITHIN / I V A - A ROPOSED 10' ASPHALT PATH- _ _ _ _ _ _ _ IOnrer. E� BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE / - \ V A � - D.B. 5121, PG.644-675 \ _ TJ \ 370 ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR 3� N Q A V o \� \ (ARBzozz000i8-APPROVED4/i5/zozi) �A\ � � I � \ \ / � ,y � 30' BUFFER IN BLOCK 86 FINAL SITE PLAN I _ DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. � �`' � \ \\\ � � CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ' -° \ _ - - \ - - - - - / o ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL - / •EXISTINGro'ASPHALTTRAIL yes - TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL - - - o - _ _ _ _ LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL ?U _ _ _ --' ' / I/ y \ - _ _ _ / ' " 8 �$o \ u BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED s u, \' EXISTING POLO GROUNDS ROAD o - - - - - _ / / ' / /� 3 - - _ Y� - _ "°� d$7 _ - �O'o �) BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. A PHASE I IMPROVEMENTS _ _ - - - - - - / / _ - ' - - - - ' ' / �° o o - - — _ �, _ _ y �� (Jj u - - -A- ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE \ \ \ �r _ - - - _ - _ _ - �/ ma _ �_ �_ - - �ii C DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA a _ _ m \ •-- - -- — W SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO p ` &ae mB - _ _ --- - - - - - DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED \ \ \ - SsSma - w - - 1z' METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL l w - " _ \ - z7+Op. - 764R BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE 3 \ _ - - �_ T w-- w --- - 26+00 - - w Z a _ _ _ II, �I __ w WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS - - - _-- `- -i - -w o'R \j 13' 28+op o METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND \ k -_ -- w7i\ \w\ -- ----- �5+00 - (f) 'w E TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN O \ \ - - w \ - _ __ -- - - _ L - V/ DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING / - w - ® - - ( \ - - -- - - _ ' DESIGNATE - - - _ w - ---- - - / - o - ROUTE 643 POLO GROUNDS ROAD-- - - _ _ - _ ' _ m \ y _ w - / �3 EIP-FK — _-_�z4+oo--_ ` y� \ SVAR. WIDTH, PROPOSED SPEED LIMIT=35 N1PH - z- o- Z J y-� - 66� - - - �� __ z - = O a c ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1 SHALL -% _ - / _ --- —� — - - - - - - - - - _ / _ C) BE MATCHED AND SUPPLIED FROM THE SAME SOURCE PER ® \ -----1 - +oo F - - - - - - - JJ - - - - - - J ��- L u -- - FIC _ _ A J / _ _ - SPECIES . \ o w/ ---- / z 1z' EIP- ,_ / - \ EXISTING EDGE OF \�j ? o ® -- - 3 V -_ 1 CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT _ +po - -- _ - - - BEGIIN PHASE z POLO GROUNDS ROAfl CONSTRUCTION - STA.1 + o - 1 ---- PAVEMENT TO REMAIN- - - - - - - - - - - V H tl MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF i O OP 22 - - - ° 4 9 \ - - _ r' 49�9 SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING S - w G M F 9 �® �O- O EXISTING GUARDRAIL o- - a R ° I it l INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED ;✓ OVN �\ O Oo �� / Oo 9 / - _ <� o °a R P - o� _ o EXISTING VAR. WIDTH PUBLIC TO REMAIN 0 - CC p Oo BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. w O�Q \� 35 = _ - - _ �— - d Oo _-' G ■ d \M \ /� - - - - - ---- / OO STORM DRAIN EASEMENT v � Oo _ - / / / � / / '- � � � � u LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT 6�3P �� q, \ \ (E EE o D.B. 51zi, PG. 644 6 \ \ - - - / / / \ O MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL O� SP z63 z1}o / -- o 75 / \ v ' / - v v ER ��\, LQ . _ _ - _ �- EXISTING POLO GROUNDS ROAD - - / U o / �O / / / \ \ \ a PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY C \0 4a P �I1 8. - _ - PHASE I IMPROVEMENTS LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. S XJPR' �' PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND Oo ' ' — \ \ \ _ O O 0_0 O��/ �' — \— �_- - -\ O FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A // / - / r — — _ _ \ EXISTING FLOODPLAIN�(TYP.) p 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE �%_�_l TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING OACRES ' / v A — — — — v v A v - ' / / / w N N N BEDS. MULCH TO BE DOUBLE-SHREDDEDHARDWOOD. V �\ _ _ / r4 / PLANT SCHEDULE: o CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND '/ - - \ \ \ - / ^ PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE _ _ - _ - / _ J / \ f� \ \ - \ SYMBOL BOTANICAL NAME COMMON NAME 512E QUANTITY CANOPY TOTAL CANOPY TREES ARCHITECT IMMEDIATELY PRIOR TO ORDERING. \ = ' _,-' \ / \ \ \ / ' / \ \ \ \ ASL ACERSACCHARUMTEGACY' LEGACY'SUGARMAPLE 2-1/2"cal. 16 195 3120 ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE / / %/ \ - - ' ` CROCKETT CORPORATION LSR UQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 13 238 3094 MAINTAINED BY THE HOMEOWNERS ASSOCIATION. = \ - - \ OS IQUERCUSSHUMARDII ISHUMARDOAK 2-1/2"cal. 1 18 1 329 5922 _ \ TMP 04600-00-00-018Cfl-_ / UNDERSTORYTREES � - / -79'S / JV IJUNIPERUSVIRGINIANA EASTERN REDCEDAR I 4-5'ht. 1 20 16 1 320 \ \ \ \ DB ft4, PG 3.93 / / MV MAGNOLA VIRGINIANA SWEET BAG MAGNOLIA G ht. 1 4 113 1 452 C') PT PINUSTAEDA LOBLOLLYPINE 4-5'ht. 1 10 207 1 2070 -' �q- __ SHRUBS M 7� / 1 --- / IGS ILEX GLABRA'SHAMROCK' SHAMROCK' IN KBERRY 24" min. 63 MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24" min. 57 0) -- ----- - - _- - - ' NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 47 N ' / --- - VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 51 d- TOTAL 14978 C7 vv vv`v vv —_ GRAPHIC �CALE / -r o --408 ROPOSED OS TREE (TYP.) POSED MV TREE (TYP.) / N /go / I0/ / 6o O W N / / ( IN FEET) - / ],-inch = 30 _-ft� W Q v // / - - /' / / / // / /// ELIZABETH �NN OG vv /// / � // // //// // // / // ZROPOSEDMPSHRUB (TYP.) �'/�i' J ROPOSED NHD SHRUB (TYP.) \i�2LLI _ -� �L v v ROPOSED LSR TREE (TYP - - / / / / TMP 04600-00-0 -01 - - - - - - / / / / / / / A V A - / / / / / / / / PROPOSED APROPOSE YIP.) -i TYP J - - - R P �9.92 AO ----- // AA �/ PROPOSED EE(TY (TYP.)-\ / 8 ROPOSED VP SHRUB TYP.) / /' y c DB ACRES - - / ` - / i' / / / / / , Lu r ( 1333 PG 456 / / / / / — v v A \ \ / / / ,' /' W / PT TREE P -PROPOSED OS TREE TYP. Lu - - ROPOSED R E TY )' � , POSED IGS SHRUB (TYP.) L9 O - - - ROPOSED JV TREE (TYP.) \, - - - /' / / / / / / / / / \ \\ \\ \ \\ ROPO - / P ' / j / / / / g8a / P SED IGS SHRUB (TY / � � / 38 j / � / EXISTING STREAM �� Z _ LLJ 28 PROPOSED 1o' ASPHALT ---- i U 00 - PROPOSED VAR WIDTH \ - - - / //// / / / \ \\ \ \ \ - - - - - - DRAIN � PROPOSED JV TREE TYP A _ D ASL THE (TYP.) _ / AGE EASEMENT// V A - - — - - - - - ti - - / \ PROPOSED PT TREE (TYP J� ( - - - - - - - 29+ \, ROPOSED MP SHRUB (TYP.) / PROPOSED VAR. WIDTH \ \ ROPOSED E TYP. \ \ \ � - -- _ \ v 3>6 i/ A - - uj ROPOSED JV TREE (TYP.)- - v V A A\ \ _ PROPOSED VP SHRUB (TYP.) - - - J ROPOSED 1o' A_SPHALT PATH - J ,/ D EASEMENT \ U / / / ROPOSED NHD SHRUB (TYPE) - ' R / \ _ - - - i /�� ,XISTING STREAM ------ - _ _ _ ROPOSED O / S TREE TYP.- ul _♦ ' _PROPOSED LSR TREE (T_YPJCn �__ uj 76 Lu I r,l \ - EXISTINGGILARDRAIL _ - - - TO REMAIN Oo EXISTING EDGE OF- +op / o / - - \ PAVEMENT TO REMAIN - __ - \ �> 4('� PROPOSED 3` GRASS STRIP - V OO O A A 701'R \ \ \ \ \ \ 33+00 12' O ---- ROUT 13' °,- -- _ - E E 643 POLO GROUNDS \ � — o � - - VAR. WIDTH P ROAD Oo dO _ - "EXISTING EDGE OF - \ \ \ \ PROPOSED VAR. WIDTH / \ \ \ \ \ \ \ \ Q ® �� — —__- ROPOSED SPEED L) I / - - - - _ \ \ - = 'i -PAVEMENT TO REMAIN' U - - ' DRAINAGE EASEMENT � \ \ \ \ � \� � \ � _\� -35 MPH * Y- Y Y M T —— _ / V A A V A -- �� \ —_ �—Qp 'p 00�—-��-6 ��—�— ---q� - - - - - - ✓ - - - / - / \ - - - - , / EXISTING GUARDRAIL \ \ \ \\-. --- ----- - -- ------ _ TO REMAIN --- v _ ___-CR cKETI`COR-PORATION EXISTING too -YEAR FLOODPLAIN (TYP. - - __ - - - __ TMF04.i5OO�Q 00-01SC0 / - - -- - --- --- , o-ACRE-S- - - _ —- - - - - - - 79 5 _ - -' 'PROPOSED VAR. WIDTH - - \ DRAINAGE EASEMENT �B� --- ----- — —-------- 4FPG-193- ----- -- // / _- Q 12 Q 0 1--1 Lu Q z ,.0 a LL � Lf) z H z Q � U L Q r0 V Q 0 J 0 la- Lu V / F Lu W OC = a � JOB NO. 182150 SCALE 111=30' SHEET NO. 24 PLANT SCHEDULE: - I __ 1 V QO V A V — — / / ! 1 I ♦ —1 \ VA \ \� o \ / SYMBOL BOTANICAL NAME COMMON NAME QU SIZE ANTITY CANOPY TOTAL - 0 �r j �° CANOPY TREES - ASL ACERSACCHARUM'LEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 16 195 3120 1 1 \ Do EXISTING STREAM--,_,,) V 1 1 A 1 I LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" pl. 13 238 3094 V A 1 iS.. \ � � I O A / � v y y W CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 18 329 5922 I I I / Oov I �` I A o \ \ / / ' - v V A A / / / / / SCOTT R. LINSrZ ROPOSED io' ASPHALT PATH \� / / \ \ / / / O - UNDERSTORY TREES I I , �o / \ v 1 \ Oo A / / / A \ / / �O�/� w w W U Lic. No. 035791 ,� IA PROPOSED OS TREE (TYP.) / 1V JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 20 16 320 \ I 1 I �/ \ I\ I \� / / \ \ L 11/2/21 4j4' MV MAGNOLIA VIRGIN IANA SWEETBAG MAGNOLIA G ht. 4 113 452 \\ \ \ J �� \ �A I A UTILITY EASEMENT / V PROPOSED LSR TREE (TYP.) / /' / / / W SSIONAL E�yG PT PINUSTAEDA LOBLOLLYPINE 4-5'ht. 10 207 2070 I I I ' 1 \ __ / \ \ \I \ PROPOSED20'ACSA / / SHRUBS IGS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 24" min. 63 I', I ' 1 w , y PROPOSED VAR. WIDTH S �� PROPOSED MV TREE (TYP.) \ �\ \ \ \\ OD \ \ RO OSED PM SHRUB (TYP. i / / EXISTING STREA MP MYRICA PENNSYLVAN ICA NORTHERN BAYBERRY 24" min. 57 \ - \ ) �36 EASEMENT / \ / I \ \/ NHD NAN DINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 47 1 Oo DRAINAGE \ \ =�y `� �\� (ol ,�w y I / PROPOSED NHD SHRUB (TYP.) ROPOSED IGS SHRUB (TYP.) _ 35 , / i VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 51 I \ \ V A I I �v - A ROPOSED 10 ASPHALT PATH' TOTAL 14978 I V A V V A I I I I PROPOSED PTTREE (TYP. �' yl / 1 W / 0 A A \ 1 /' 344 34 ' s —rn _ � � / � � - � - / S \ _ 1 / ,CHARLES R HAUC�H& / % S v \ S w _ v��/ I h, — / 2 1 A — / / � � / - � OO / / 35 _ - - d ' ELIZABETH ANN OG / _ /\ / D o — f o I y ' / / I ` \ PROPOSED ASL TREE IT 5 _ - f° - - ' / ,TMP o460'0-oo-oo-oi8Ao / i %.� %- o ° oo B� ®�-pO / / �s _ PROPOSED VAR. WIDTH W y � F _ - -- _ DRAINAGE EASEMENT 29.92 ACRES / EXISTING too -YEAR FLOODPLAIN (TYP.) / DB 1333' PG 450 /� 1 0 // / �v ,35z — — v -- a / Z o� o PROPOSED lo' ASPHALT PAT 0 -PROPOSED PT TREE (TYP.)- PROPOSED AR. WIDTH _ -' - - -- _ \ to m I DRAINAGE EASEMENT ' �� j - h — - - , -_-_ Z w p z °3 ---PROPOSED VP SHRUB (TYP. � / � - - — — — _ Z � p PROPOSED LSR TREE (TYP. - 'i I // - _ I * — H w > _FP -- PROPOSED OS TREE (TYP.) RO - < + `i 12, w ¢ a POSED ASL TREE (TYP.) � _ _ \ ROPOSED JV TREE (TYP.)- \ ' `� 3+00 j 44+00 ROPOSED IGS SHRUB (TYPJ-_- - '' 1 74 - - - w M �- - - 2f2+oo — 45+0o a > 13 v — LV ROPOSED PEDESTRIAN TUNNEL CROSSING �h w STATE ROUTE 643 POLO GROUNDS ROAD = _ 'Ice WIDTH=So', SPEED LIMIT=45 MPH - - - - - _ - - - '3 w s - _ __ _ - - '_ -✓ ' 13' 40+°° D.B. 481 P. 263 - -- I � r Lam_ Y� ' _ — 39+0 �z Imo. PROPOSED VAR. WIDTH - \ - - - -jIL S ' \ \ --- y \ / > _ —_E _ E EASEMENT \ \ \ O GROUNpS RO Hp`� � / /� ro s� DRAINAGE NT \� / N N Z 37+00 0 0 0 0 6 POL iT-35M / _ �� v v Q RO�JTE 43 SPEED LIM PROPOSED VAR. WIDTH — -- 33' \ \ I w \ v WiDTH'PR OSED "� - -� DRAINAGE EASEMENT / m s oP — OO _ - ---- -- -—_—���� 4 v A vv I ll v \V R. / EXISTIN IT" ROPOSED 3' GRA+SS5TRIV _ - __ - _ - \ ✓ \ \\\ \ \ \ \ \ PROPOSED VAR WIDTH �I I ��-� -- -_-��— - - DRAINAGE EASEMENT �S (f% - - - - PAVEMENT_TO REMAIN - - � - - EXISTING EDGE OF _ ----- G TO REMAIN EXISTING STREAM EXISTIN\VAAvv A \V A\\ V\\ v GRAPHIC SCALE\ \\\\V A / L9 Q __ - —�--------- —————————— ------— CROCKETT CORPORATION I v v vv vv vv v ��v 31- 1v e 5 30 v s vv v v vim" w TMP 04600-oo-oo-oiKo =�v vv vv vv vv v vvv v vv v 1 C'7 EXISTING STREAM l— \ CA 79.5o ACRES v\ v/ v v v v\ v11111 v v ( 1N FEET) v v v v v CV DB624, 1193 �I vv \vvIII '1, inch = 30 n. vv vvv v— — — M Q / 0 Conservation Plan Notes: DOUBLE STRAND #zz GAUGE WIRE 1 . ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY N H� y \ \ \ \ \ J SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. O / EXISTING STREAM ' ;y y y W"0 W II II I i i i I \ \\ \ - \ \ \ \� /J WITH RUBBER HOSE &TURNBUCKLES 2 HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE � w z"xz" HARDWOOD STAKE PRESERVED AND PROTECTED. CNJ U) PROPERTY LINE " � �. � � � I I I I I I I I I \ \ \ V A V � �- N / I 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY ROPOSED IO'ASPHALTPATH- /P W y . W I \ \ \ \ CUT& REMOVE BURLAP FROM TOP y y y AFFECT TREES TO BE PRESERVED AND PROTECTED. '�y y W y W w +y W W I 1 \ \ \�.?� �' 113 OF BALL AS SHOWN Q = by \I I I I \ \ , 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. �! y W - MONTGOMERY RIDGE OWNERS ASSOCIATION INC \ SCARIFY SUBSOIL TO 4"MIN. DEPTH � / / y y W y PROPOSED 1o' ASPHALT TRAIL TO STOP AT I \ \ C/O W I LLIAMJ DALTO N -�- _ 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. L li 352 _/ y 1STA. 45+10 AND ONLY EXTEND EAST AS A \ MULCH SAUCER - - - - W / W y SHOWN AFTER OBTAINING PERMISSION \ \ , \ \ \ \ TMP 046 Do-oo-Oo-000Ao �� 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 J po \ 1 \ \ \ \ \ FINISHEDGRADE ENGINEERING DEPARTMENT. W FROMTHEADJACENTHOA IN ACCORDANCE I 1oACRES — z - _ PROPOSED VAR. WIDTH , y y y \ (9 WITH _ _ J 4 DRAINAGE EASEMENT W W y x WITH THE APPLICATION PLANT \ 4 47 L I TREES UP TO 4" CAL. SHALL BE STAKED. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE W / / _ �' /\/ \ \ \ \ \\ \\ 1\ D B 102, PG 2 TREES 4" CAL. OR LARGER SHALL BE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE V Q / W s 1/3 HT. OF TREE GUYED WITH 3 EQUALLY SPACED REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. LU O J �\ \ \ \ \ \ \ /TWISTED, #12 GAUGE AND TURNBUCKLES. LOOP HOWIREWITH SEHOSE 8 ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN 3 ""' AROUND TRUNK ABOVE BRANCHES THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / / IQO/ �{ ' ' \�•/ \ \ \ \ \ \ �\ =III III ll AS SHOWN, FLAG WIRES WITH V / t.J \ / �Qo \ • �� \ - \ _ - - -= V COURVEY TAPE. REFER TO SPECS 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" J z \ \ \ \ \ - OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. IFr ' \ \ \ C '��'' �'\\ ` - \.. - - �... - FOR ADDITIONAL INFORMATION. p..y \ \ _ - � � � _ - - - - - - - 10. TREE MEASURES SAL BE E LAST OTHE TEMPORARY CONTROL MEASURES REMOVED DURING E CLEAN-UP. � TEE PROTECTIVE MRESHALL THE TF TEMPRY EROSION NTRL PLAN REMVINTHE FINALLEAN - AMENDED SOIL MIX = < _ \ O -\ ____\ \ \\ \\_ \ - \ \ - _ _ - -- - - _ - ��� COMPACTED SUBGRADE z v �U/h a=____ \ �' \ \ \ \___ County of Albemarle O V / Conservation Plan Checklist -To be placed on Landscape Plans — — - f /� _� _ _ _ 1992 338 pinndhnoA, pp lH-2li4-111-29'7 for complete specifications) 1 Q 45+00 V_f f^°— — o _ \-%S� _S _ — Tree Planting and Staking Detail _ Not To Scale 46+00 - �_W / 47+00 p - - - 30� __ -- - _ _ — _ — W---_______ — \ __ 48+°° 12�� _ I _ / i TREES UP TO 4" CAL. SHALL BE STAKED �356 ` W �\ `\\ \ \ \ \ \ _ STATE ROUTE 6 /48+7$ /\YYY/ 1 WITH z- F4'CALRORLOOD STAKES. ARGERSHALLBE �/, JTREES BAR. 43 POLO G--------- _ Vs I _ p� --_-- __ GUYED WTH3EQUALLY SPACEDTWISTED, � V vvv \- A \W��TF-(, P(��p�s�D SP ROUNDSROAD A\ il� __ _______--- / AND TURNBUCKLES. LOOP HOSE AROUND `0 EED L'M'r-11111 35 MPH_�� I I -_-_ �1 TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION / \ \ \ �, \ \ \ EXISTING EDGE OF -PAVEMENT TO REMAIN / EXISTING GUARDRAIL- \ TO REMAIN \ \ �, \ \ ` -``�� - - _ - -----. -- - _ I \\\ // _ GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE AV I \ \ vv WILLIAM-A WELLS - - - - - -L xz" HARDWOOD STAKES, ALIGN 11 1/ TfV1P�4600 00 00 oz3Ao� %�/ z" - _ - TOP OF STAKES `, 4.79 ACRES. ��\1 (/ i MULCH SAUCER — o DB PG 20 `�.� \ \ 39771 5 AMENDED SOIL MIX EXISTING STREAM \ \ EXISTING too -YEAR FLOODPLAIN (TYP.) S - \ \ ��, vvv III II=1fi= \ \ � CUT AND REMOVE BURLAP FROM TOP 1/30F BALL AS SHOWN VSS V = A — SCARIFY SUBSOIL TO y" MIN. DEPTH Vv �AA \ \\ vv vv �� vvv -II_I III III-7Jl1 11 1. The sidearm items shall be deawn on the plan: \ / � • , L ID Treestobesaved, Q LI Limits ofeleming (outside dripline of trees to be saved); ILL!�•/ J El Location and type ofprotective Pencie& H O ® Grade changes requiring tree wells or walls; Proposed beaching or tmmelivg beyond the limits of clearly, 2. Msrhisses: !A O V ) Ul 0 All trees to be saved shall be marked with print mribbo t 9 aheight clearly visible to equipment operators. 0_ 0 No grading shall begin until the tree marking has been inspected and approved by a County ]nspeclor. r� 3. PreLoratructlo C nference: Ll Tree preservation mid protection measures sball be reviewed with the contractor on site. ILL! r / 4. Equipment Operation and SurassOperation and Surat: N L.L ZI Heavy equipment, vchbalar tragic and storage ofoonstruction materials including sal shell not he pemdtted within the driplines oftrees w be saved. �// U) 5. SOY Eroriomind Stmersomer Detention Haiti.: Ll Such devices shall not adversely affect trees w be saved. I— W d. Fires: fJ feet dnplive be L Frtes are notpemntted within ]00 ofthe of trees m saved. LU 7. Toxic Materials: ® Toxic materiels stall not be stored within 100 feet of the dnpline oftrres to be saves. S. Protective Fencin u El be building by fencing. Trees to retained within 40 feet of a proposed or grading acfivity shall be protected 0 Fencing shall be in place and shall be inspected and approved by a County Impairer prior to guiding or construction. LU 9. Tree Wells: O ® Wbentedforground must be raised within the dripline ofatree to be saved,atreewell shall be provided and aoovstrucfion detail O 0 pprovcl submitted for approval. ^' \ V 10. Tree Wens: ® When the grouMlevel must be lowered within the dnpliveatreeto be awed. atree wall shall be prov,clad, and aconshvcfiov detail submitted approval. w 11. Tnchme and Tunneline: rcnscl T Lr/ / J la When trenching is required within the limits of cleanne it shall be dove as far away from the trunks cruises as passible. Tunneling F under a large tree shall be considered m an alternative wben it is anticipated that necessary trenching will destroyfcedermots. 12. Ckanu. LU '� W Lltaang shall be the last items removed during the final tlemmp. pp[ 2 L (/ 13. Da JOB NO. IX—Ies shall be treated immediately by parrri�/o �fNOTEEVELOPER'S 821 50 RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 1 REQUIREMENTS. SCALE COMPACTED SUBGRADE 1,12121 Source: Va. DSWC Plate 338.2 OWNS SIGNATURE (DATE) — 1 -30' vvvv v vvv vvv �� ° Evergreen OT-ao1 �\ \ verreenCONTRACT PURCHASER SIGNATURE (DATE) SHEET NO. 5fll� rate 1 of 1 Not \ \, 25 375 375 HT. OF \ \ OBJ.=3.5' \ 370 370 365 365 � — \ SIGHT LI E 360 \ 360 HT. OF SIGHT DISTANCE=Soo — — � \ — O BJ.=3.5' 355 HT. OF EYE=3.5' 355 PROPOSED GRADE (TYP.) 350 350 EXISTING GRADE (TYP.) 345 345 'i O �t O � O ^ O rmi ri � O � W N f v1 W lD l!1 N O l0 � N l0 rj O LO O l0 Vl � O 111 vl vl � S �l M Vl M N vl N O N p I� 3 � W �7' OD � Ol S rl l!1 M l!1 V1 L!1 1� tl1 m m m m m m M m m m m m m m m m m m m m m m m m m m m m m m H OFF 38o 38o SCOTT R. LLINS'Z U Lic. No. 035791,a �o 7/12/21 0♦� z �SSIONAL E� w z z w N z 0 W c o lz a Q 3 z O J F a� dxa ZF Z L W V z O o z J o 0 O Q U _ U1 ~ J 3 z < ti � Y u W � J Q O W W i 0 U W � O 0 c a 0 '-I U W N N i < Q O\1 N y U 0 m 0+00 o+so 1+00 1+50 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 9+SO 10+00 0 PROPOSED ENTRANCE - INTERSECTION SIGHT DISTANCE PROFILEL9 Ir- z Q N Cq Z"' o d� ' ° N Q ° M O 3 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 O 1 1 1 ° W � .•• o N (n N Q ° ° ( IN FEET ) T 1 inch = 5 ft. ; 2 HORIZONTAL GRAPHIC SCALE J J Z 50 p 25 50 100 200 > < o w O Q ( IN FEET )0 C 1 inch = 50 ft. w o z 3 z z U � O l!1 0 W � Y ( W O ° 2 � J T l7 rn O Z W z W w M Z Z F— Ul w c!) Z W J W ° J 0 a Q � o a C) w O � U X N Q° w o J U H U ~ o w w E w � m o a to JOB NO. 182150 0 SCALE ° V: i"-5' ° 0 H:i"=50' a SHEET NO. a 26 L H