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HomeMy WebLinkAboutSUB201700117 Plan - Revision 2021-07-19STATE ROUTE 643 -POLO GROUNDS ROAD GENERAL NOTES OWNERS: TMP04600-oo-oo-oxMo HAUGH, CHARLES R & ELIZABETH ANN OG 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 TMP 04600-oo-oo-oiM2 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 201 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oiMo D.B.1333, PG. 450 29.92 ACRES 04600-oo-oo-o18E2 D.B. 5492, PG.476 5.45 ACRES TMP 04600-oo-oo-01969 D.B. 5512, PG.303 50.72 ACRES TMP 04600-oo-oo-olgB8 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-olgB9 - 50.72 AC. (PORTION OF) 04600-oo-oo-olgB8-119.69 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 Sd 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 Poto TMP 04600-oo-oo-oi8Co CROCKETT CORPORATION D.B. 624, PG. 1q; 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. DOTE: SEE APPROVED WPO-2o18-00013, "BROOKHILL LOAD IMPROVEMENT PLAN PHASE I, STATE ROUTE 643 IOLO GROUNDS ROAD & BROOKHILL SECTION 1", FOR FHE EROSION & SEDIMENT CONTROL AND STORMWATER 4ANAGEMENT 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 29 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT -__ EXISTING VEGETATIVE/LANDSCAPE BUFFER -------------- GREENWAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « 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 506.71 Tw 506. 21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE Oo OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEER 0 Lic. No. 035791 7/12/21 z O J a k Z N o � 0ZJ O ,a„ u V) F_ U)^ L Z LU F�1 W ce z ai J U M � s ZM o Cn N Q O 3 0 0 > V (LY 1 � n N r-i > O U 0)o N Q n N Q > o LU 1 c J o f � J Q c 0 LU n n I— 0 V / ° J LL] ° t > 3 Lf� z _ ::D O U v O u 0 1 � � (D a w O a /� J o U I vJ O o I— LL z z LU 1 0 LUz M z � U7 z W o J W ° J O Q ry V ° �I� LL 0 > O O LU O N Q U U w o J N F- 0 w w F2 0 n a JOB NO. 182150 0 0 SCALE ° AS SHOWN cc 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 I I I I 370 \ \ \\\ \ /p�° p p 0 / y'y y • \ I / I I I / / / ���AS,FS� IOTNHAL pE�TMP o4600 oo-ao oi8E2 / 00 o 8AoMPo4600-OT CHARLESR: HAUGH XISTING -£ARLES R. & ELIZABETH ANN &E.J.OGLESBYJR. EXISTING VAR. WIDTH PUBLIC 5492, PGOGLESBY HAUGH scoTT R. �GL 11ITN � s�4�z STORM DRAIN EASEMENT DO , P. � U Lic. No. 035791� 5.45 ACRES D B 5u z ACRES — XISTING zz" SANITARY SEWER TOREMAIN— Z' _ 9. 7/12/21 EXISTING STREAM EXISTING 30'PRIVATE LANDSCAPE BUFFER EASEMENT EXISTING TREELINE (TP.) Du675. 5z, .44I H Y EXISTING 30'PRIVATE LANDSCAPE BUFFER EASEMENT _ �—EXISTI GN SWM FACILITY EASEMENT__ — // /EXISTING VAR. WIDTH PUBLIC D.B. 5zzz, PG. 644-675 �6 \ / / STORM DRAIN EASEMENT I- I \ � _ D.B. 5121, PG. 644-675 — � % / / / � / i \ — D.B. 5121, PG. 644-675 EXISTING R/W (TYP.) — I\\ �' \ \ \ EXISTING EDGE OF PAVEMENT TO BE EMOVED & REPLACED WITH THE =EXISTING iz" DI WATERLINE / \ \ IMPROVEMENTSTO POLO GROUNDS ROAD _� LLL�� �— I v1 _ �h _ _ _ _ v ) L fie... /�j/ \ y = EXISTING VDOT STD. CG-6 _ — \ /\/ / r \ \\ / �_Ui _ \ f \ I \ \ \ — — — — EXISTING zo' — — \ / \ \ / V) O I I \ _ / / y /ASPHALTTRAIL _ \ \ \ \ I I I I I I I\ \ \ EXISTING POLO GROUNDS ROAD- _ _ _ — _ _ — — — < \ I I 1 1\ EXISTING VAR. WIDTH PUBLI \ \ CHASE I IMPROVEMENTS — — — — — / �\ r� / J _ - _— - -_-J- w i — / / / 27+0> l ` = — a --- - - _ _ \ \ I I STORM DRAIN EASEMENT - _ - - - - _ w w \\ - \ --- — - 26+00 + - - - �— L u - _ o xc I \I D.B. 5121, PG. 644-675• \ I � u - �� ` \ 28+p0 \ \ \ ¢ O \ \ \ EXISTING ROAD DRAINAGE SYSTEM I - - \ \ Iw —w_— W \ u x'77 > \ \ \EXISTING VAR. WIDTH PUBLIC I 1 \ \— �` w - - - _ xlsrwG FIRE HYDRANr _STATE ROUTE 643 POLO GROUNDS ROAD _ — — Z w L z \ \ STORM DRAIN EASEMENT r w -- - / _-- _--___ 24+0 \ — — Y WIDTH=50' SPEED LIMIT=45 MPH = — — z o D.B.5zz1,PG.644-675 W-- ----- / Ln - - - \ - �_ \ p a U \ \ \ \ \ 3 ® ---- v (STING - B. 2 vy� 1 1 \ D. 8i P. 6 - .. LU --- 23+00 A ) > z Ex I 4 3 _24" CMP CULVERT & HE I \ \ EXISTING EDGE OF .. _ _ \ \ / / / 0 - \ / \ _- ---- - TO BE REMOVED &REPLACED \ - PAVEMENT TO REMAIN 0 0 / ` I _ Q po XISTING FIRE HYDRANT / +00 0 {� � S1 / ~' � � a O 5�-�-�-� ® / \ / _ I EXISTINGGUARDRAIL,_, p9 0 / / / - - \ �\r� \ \ \ �- - - w 0P� - - OO �O QO TO REMAIN o po a \ W a �jFt SMP p0 - - I --� I� \ \ \ \ - - - QO d \ (EXISTING VAR. WIDTH PUBLIC o�°�/\/�\�, 643POL -----_- ----- I \ T / / �� E�� 63 / — — \ \ 0 • I\ Lu STORM DRACIN6E4-6 EASEMENT / / / / / \ \ \ \ \ Oo —� /! ERO� �NSP PGA �"// \v v S� P� R\� 4$1i/ / EXISTING VAR. WIDTH PUBLIC P O 6• / //� - STORM DRAIN EASEMENT _EXISTING ioo-YEAR FL ODPLAIN (TYP. H N �g�� / / - / i / / / / / / \ \ / \ EXISTING SWM FACILITY EASEMENT D.6.5izi, PG. 644-675 \ \ CROCKETT CORPORATION yTIMP 04600-oo-oo-o38Go v79-5o ACRES / v v 0V / \ DB 62�,, PG 3-93 / / / \ GRAPHIC SCALE \ Q \ \ — - --_ / 30 \ o _ s5— —30 6o C0 J IN FEET) (V \ 1 inch - 30 ft. O \ TMP04600-000-oo-ox8Ao v v CHARLES R. & ELIZABETH ANA} OGLESBY HAUGH v v v V A \ -- A� / / / / /\ / / v v A \ A \ \ V A \ V A V -- / \ / / / / A \ — Lu — // o D.B.1333,P lz N 92 ACRES Q / / Z J _ -EXIS30' PRIVATE LANDSCAPE BUFFER EASEMENT \ V A v _ / / / / v \ A \ \ \ \ V A \ A v v �— / / / \ / / / \ V \� ---- -- — / / / / \ / / / Q Z d '.) _D.B. TING5iu, PG.644-675 \ \ \ v v —-2/ \/ / / \/ / \ \ \ \ \ \ V A V \ v v v v v — — / / / / A / \ / / / / / / i \ \ _j I O TMP o4600-oo--oo-oi8Ao / / / / / / / y y �. p__q — — = LIJ \ — — — \ \38e \ \ — — — — — — -- / / / / \ \ CHARDS R. & ELIZABETH ANN / / / / Q — — _ — _ — \ \ / c/) O —�� \V OGLESBYHAUGH // / -� �%i i W 0 \ \ \ A / -333, 45 % / / H w EXISTING EDGE OF PAVEMENT O BE \ V A \ V / \ \ \ D. B. 1 P. O _ - / \ / \ \ \ / / EXISTING TREELINE (TYP. - - / / EMOVED & REPLACED WITH THE \ \ \ \ \ \ v \ / / \ / V A v 29.92 ACRES / \/ y y \ \ �/ / 0 U) — IMPROVEMENTS TO POLO GROUNDS ROAD \ J /OZS /_ \--- � � ��� � �\ — / / V A \ \ V A V vv �------- ---- / / / / /3�/��� Z Lu — \ Lnl28+00 —� \ \ / \ \ \ XISTING STREAMLu EXISTING R/W (TYP. - nn / \ \ \ ' / /// / �/ / -EXISTING o' PRIVATE LANDSCAPE BUFFER EASEMENT - \ / / / / / / / — J U D.B. 5122-PG. 644-675 — — _— —_ —_ _— _—_-- / \ \ \ \'- -\ �j ' -EXISTING EDGE OF PAVEMENT TO BE \i / / l i /� — U) U_m \ \ \ _ \ i� _�� �_ — — — — _ / / / / \ \ REMOVED & REPLACED WITH THE \ \� \ \ — — — — — — — — — — / / �\ \ i / IMPROVEMENTS TO POLO GROUNDS ROAD /% �} / / ul _� — — — — XISTING zz" SANITARY SEWER TO REMAIN — — — — / — —EXISTING STREAMF\ \ / / Lu EXISTING 18"CMP CULVERT &HEADWALLS � � � — — — _ � — — — — — — — — _ � � TO BE REMOVED & REPLACED - — _� — _ _ — — — _ — — -- \ / \ / / / / d % ` / / M X LU - - EXISTING z5" CMP CULVERT & HEADWALLS = — c / / / - / 9 / �(C j ///\/\ / LJ.J TO BE REMOVED & REPLACED 3�* o Lu ::D \ om\ \ \ --EXISTING GUARDRAIL �o QO EIS - f r \ Q — \ — — — — TOR_ MAIN TING EDGE OF� — — / — / / / / // / / PAVEMENT TO REMAIN _ / / / \ \ /��i = I� 32* Lu \ \ Do \ \ \ 9 \ \\ >\ STATE ROUTE 6 P —33I00 \ — w op ®' - — - �°\ \ // / N Q 43 OLO /_ _ WIDTH= 0' SPEEDGROUNDS ROAD ——_ / / \� \\ \-\\ \ \ \ _�°C �_ C` — — — D.B. 481PGIM(3-45 MPH — O 0° - - - - PAVEMENT TO REMAIN - - - EXISTING EDGE OF w 0 w JOB NO. EXISTING GUARDRAIL 182150 JOBNO. TO REMAIN - � CRCYCKETT CIIRP-ORATID­N-— /\ISTI\zoo-YEARFLOODPLAINTMFrD46o"o_-_o0-018C0- - - - - / �i - - \ _ \ \ SCALE rr / / SHEET NO. v� \ y I - TMP o 600-00-00-01 B � BROOKHILL MASTER, / V I \QO XISTING PROPERTY LINE (TYP.) o �— TMP o 600-oo-op-oi. 68 TH / � \ I \' / PORTION OF EXISTING - - - i 4 9 I o ASSOCIATION C. / / \ ' \ / R/WTOBEVACATED CROCKETTCORPURATlON o W - '\ \ \ PORTION OF EXISTING 22" SANITARY / v dy �o D.B. 12 PG. O SEWER TO BE REMOVED & REPLACED / v D 6 PG. 2 6 0 5 551ACRES 3 \ \ \ �- v\ / / / v v v v 534/ / �� y y� SCOTT R. LlNSZ EXISTING STREAM 3 \ ��� \ A �\ �v v V OO / / \ v v v v� / / 119,69 ACES / O O �/ \ / i w U Lie. No. 035791 EXISTING PROPERTY LINE (TYP. W 4 v v v v � \ y 7 12 21 TMP o 600 00 00 o18Ao _ o y— - /v / T y o / �� OO A v _ / EXISTING STREAM �S ti y G - CHARLES R. & ELIZABETH / v ° /Oo v EXISTING ioo- R F ODPLAIN (TYP.) U / y S70NAL E� II�TNYiGL€ BYH UGH EXISTING12"SANITARYSEWERTOREMAIN EXISTING TYP. / / v �Sv LO A 8 _ O YEA ATE LANDSCAPE BUFFER EASEMENT w D.B.1333, P,4SO - - -EXISTING 30!PRIV 1 \ 29.92 ACRES / / D.B. 53.23., PG. 644-675 v XISTING R/W (TYP.) - / - _ __ y W y y y N OF XISTING 2 - - PORTION BE REMOVED /_ - -' / SEWER � EXISTING ioo-YEAR FLOODPLAIN (TYPJ �/ / / �� \ \ 7 ' M _�� - \ \ - _ _ / / z \ EXISTING EDGE OF PAVEMENT TO BE \ \ / P REMOVED & REPLACED WITH THE S 0 �� 'C _ �- \ LL O IMPROVEMENTS TO POLO GROUNDS ROAD y ,LLL \ / / EXISTING PROPERTY LINE (TYP. \ ¢ _ / m EXISTING GUARDRAIL v / �� - nvrvPou �� z d TO BE REMOVED % / -� _ > - --_ / o _j F- �v _ — - - 43+00 44+00 _ _ --- EXI 42+00 �Wi W � Z i _ — _— _3a 380 > _ _ ` o / 41 OU pLp GPT-45 H« e Q Z ¢ O 2- — — — — �� ) _ p ND W _— — Ln _ _ - Oo / %/- STAT WIDTH 50 45PEE DLI 63 _ ��\ - EXISTINGEOV CM REPLVERT 35 aaE ��- r + 0uj , Z � P _ i EXISTING EDGEQO �'B' 48\ - - -TO REM ED& LACED_- -� m _ - J IMPROVEMENTS & REPLACED WITH THEPOLO GROUNDS ROAD - 40+00 \ -- __ - -- - \ \ - \ • z W ¢ A _ _ _�/ \ \v v v a — — v _Z_ IIV � _—_�--v_ \ \ 1vLu -- - / �� II )� — v �� oo / AA \_ Lu EXISTING EDGE E Q ,\ PAVEMENT TO REMAIN \ \ -� 37+I00 00 Oo — / / — — / — _ / /� ��� `,, \ \ \ \ EXISTING GUARDRAIL / \ rf1 -EXISTING 72, TO BE REMOVED & REPLACED TO REMAIN l I XISTING STREAM 1 - \ \ rn — — —_ — LLI ; m _ _ - - -EXISTING EDGE OF _ �_ �- - - ¢ O �� - - - - PAVEMENT TO REMAIN / EXISTING STREAM PAV ENT _ _ -- -- - - - _EXISTING GUARDRAIL \� \ n TO REMAIN _ \ \ �� \�\ l \ \ f //\\\,-EXISTING PROPERTY LINE (TYP.) 1 CROCKETT CORPORATION W / _ — — — — — — — — — TMP o4600 ACRES 18Co _ v v v z 795 \ I VAv vv V A \ Q DB 624 PG 193 V v \ v _L9 \ M O TMP o 600-6o-00-6i B8 % W I \ \ \ v v v CROCK TT CORPORATION y'c� �� �� v V V ` v GRAPHIC` �CALH- �w'W y I I I I i D.6.5346 PG.2�6 �� / �� - �y �y ycJ.AwI vvvA� 30 v� o s ,o __No Lu I --I 119�9AC�E/5" / �� �y'y �yy� - o�,yw� I vvV� / /� ////////// �/ N Z \ _ _ _ _ / / N Q / EXISTING PROPERTY LINE (TYP. y � � y � � W � � � � _ _ _ \ / y y �� \ i inch oIN � ft. — / — i // /j / / �� / / I Q J EXISTING STREAM — / // Q U / oo W �I I I V v / / / // / Z d )DPLAIN (TYP) W ---- v / // > \ MONTGOMERY RIDGE OWNERS ASSOCIATION INC \ \ \ — \ \ \ — _ / ^ / �� i /// // // i i ,� / I a- -- Z i 1 y W W w CEO WILLIAM J DALTON \ \ �\ \ \ \ - -- _ _ j �/ j i _ �/ '^. / I / // / // J O W W \ \ TMP o 6Do-oo-oo-000Ao -_ // p0 4 _ / /i // —� RO l�1 I I I �V 4.10 ACRES VDC'E - / I I Q J PORTION OF EXISTING 21" SANITARY \ _ _ _ I \ // // / / --- / / — — < I /v A DB 4102, PG 472 _ , - v v v v / N DOOR ?00 I (/) O —' / `— \ \ - — — \ \ /// G / SEWER TO BE REMOVED &REPLACED/ f , ��' \ \ \ \ \ \ /// / O � CN , I I I 1 ` W O 1-11 PORTION OF EXISTING 8" SANITARY - \ \ \ \ \ - \ \ // / / W _ ED &REPLACED = \ \ \ - \ \ I SEWER TO BEREMOV O O I1I'y� l�� �� , � V \ �v y v v v v v v v / / % / j // / // / �/ \ i v I V V A \� J 06 \ \OO J/( Ir7z � EXISTING EDGE OF PAVEMENT TO BE \ � �cp��� \ \ \ - / / � \ LLJ G coMM$ EMOVED & REPLACED WITH THE \� v v v v -- v v v v v v v v v ///// // j '� A V U7 IMPROVEMENTS TO POLO GROUNDS ROAD _ // / V v \V Z O U 0 \ A EXISTING SANITARY SEWER ��v v v v A v� v v v - �_ v v A V v v v �/ / /// / \ - --- -- rrnn — CROSSING TO BE ABANDONED- WITH FLOWABLE FILL _ - �� _ ` XIS G PA N / I_' uj as+o _ - —� \ \ G E OF VEM REMAI / / / �- �� � � �v � vv Tv ED i// \V � /� ENT TO — V 1 L71 47+00 / �' �� A V A V A _ _ ' / / / TD 48" CMP CULVERT r _-- v v ' / / / \ O O U� )VED&REPLACED - vaE ul w OO - as+Qo / -�� _-_ - \ \ \ // / / // Z - — \ - Lu i / CO Lu AIN EXISTING EDGE OF 3 _ -- \ _ / \ -- \ Lu \PAVEMENTTO REMAIN - \ \ -- - - - \ \ \ EXISTING PAVEMENT STRIPING TO BE MODIFIED WITH \ \ \ \ \ \ J o EXISTING STREAM \ v v v A Q LL THE IMPROVEMENTS TO POLO GROUNDS ROAD \ \ \ \ - _ \ I ` \ EXISTING GUARDRAIL \ \ Sc \ \ STAT T \ I I Lu TO REMAIN ROUTE '> / z» \ EXISTING TURN LANE TO BE EXTENDED VVID-rN-So' SPEEDp�0 GR - \ \ \ N 8O _ n 1 \ U/� WILLIAM A WELLS \ \ \ \ \ \ \ \- 481 ll6 DS ROAD \ \ � -- �_, P. Zg 451�jP EXISTING PROPERTY LINE (TYP.) \ \ TMP o4600 00 00 o23Ao \ \ \ \ \ 3 H`, \ \ (!) J o __ \ EXISTING 22" SANITARY SEWER TO REMAIN O \ V A\ 4 79 ACRES v v v\ v v v v v v v v v v v v v v v v v v v v �- �� L F V A A A v v v v v v v v \\ L w DB 3977, PG 520 y v v v v v v z � \ \ \\ EXISTING zoo -YEAR FLOODPLAIN (TYP.) _ v v v v v v v v v v \ \ \ \ \ \ \ . JOB NO 182150 SCALE y rr_ of 0 �°Q. OcA Oo Oo O ��vvv v� A \— \ \ SHEET NO. j � I I ' � � �• � � < � v � --�� 0 � �� � \ A A \ � — — -" / - THUS, 370 \ TMP 64600-oo-oo o18E2 - 1 / / I \ \ TMP 04600-oo-oo-oi.Mo \ CHARLES R. HAUGH 1 / o / / \ \ \ � � � � � � � � ���CHARLES R. 8c�LIZABETH ANN o � V A & E. J. OGLESBY p 0/ EXISTING VAR. WIDTH PUBLIC A) 0 GSTREAM I \ \ -- OGLESBY HAUGH- :scoTT R. 1iNsz L \ \ \ \ o D B ACRES I I I XN TO EXISTI D.B. 5i2i, PG. 644-675tNITARY SEWER TO REMAIN \ \ D.B. 1333, P. 450� U Lic. No. 035791 o E STORM DRAIN EASEMENT �6e o 549 47 0� o I _ sse 5.45 ---- ° 0 0 y� — 1O, NG Q �y:-- TIE ' GRASS STRIP ---2 ACRES �ASPHALT PATH / 9'7/12/21W REMOVE PLUG & TIE IN TOQ o EXISTING 30'PRIVATE LANDSCl1PE BUFFER EASEMENT $ / EXISTING iz" DI WATERLIND 22" CL.52 DI WATERLINE_ D.B. 5izi, PG. 644 675 PROPOSED V OT STD. HR-ima(zOPOSED VDOT STD. CG-6 (TYP.) TYPE III HANDRAILPROPOSED MODIFIED VD— ROPOSED io'ASPHALT PATH_ TRAIL WITHIPN�O EXISTING CG-6 CURB &GUTTER INSTALLED_ EXIS NG io'ASPHALT ASE I POLO GROUNDS ROAD IMPROVEMENTS TI3°WAwl o WING LLSR�EXI\NG R/WmN 370376 T——EXISTING 1z" DI WATERLINEwEXISTING FIRE HYD w.—�-mow-. O V _ \_ - EXISTING VDOT STD. CG-6-- v \ I I I I I I \ \ \ EXISTING POLO GROUNDS ROAD - -EXISTING RlWz w-o / _---------- w—W PHASE I IMPROVEMENTS_ - -- I - W 764'R _- �� v J I y - __ - _ - W --- 6+So z7+oo �7+50 w a iz' \ I I I EXISTING STREET SIG - - - EXISTING VDOT STD. CG- - -- - 1- -----_ - 26+00 -- Lu z aI 2 1 -- -- — o _ \ W � I400R 25+50 13' 8+ o � 0 J r - - W --- --- - assnrc �5+0 —� �� (n a 5 .. � o 2 O 'w lEp \ \ EXISTING FIRE HYDRANT ® \ - W -- W 7 - - �// EXISTING STOP SIGN \ �\ — W_ --- -- ® / 24+50 __ M — STATE ROUTE 643 POLO GROUNDS ROAD — _ _ — _ — — uj m z y P — -- SPE =_ r — �3 EIP FK — VA '_ _ - - {�3 5 � o, \ DTH PROPOSED ED LIMIT 35 MPH �W — ! z R WI J J O r 0 I \ / - - 1 / \\ \_ - - EIP- FIC — _ �, �1 EXISTING EDGE OF � / � _ � � � z � / — / -- "\ i PAVEMENT TO REMAIN, i / — ��� +oo BEGIIN PHASE z POLO GROUNDS ROAD CONSTRUCTION - STA. 1 + o . — i o Oo ( -- \irr— I EXISTING GUARDRAIL o ° — � OP TO REMAIN L\■ o \ - a /j EXISTING VAR. WIDTH PUBLIC PROPOSED MODIFIED VDOT EW-z �GR P - o °� \ STORM DRAIN EASEMENT \ M o0 I' w/3o°WING WALLS i / / \ \ °�Oo > PO\ O \� =35 21+ 00�09 EXISTING POLO GROUNDS ROAD / \ w 643 \ \M �� _ _ — / \ _ — D.B. 5izi, PG. 64q 675 PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET \ \ \ \ \ / — SP �O 63 PHASE\IMPROVEMENTS o ROTECTION WITH FILTER FABRIC UNDERLAYMENT \ \ —� O 2 L=12', W_2=7.5', Wz= -4.5, D=i.S' MIN. �-- - — \ — - EXISTING too -YEAR FLOODPLAIN (TYP.) J _ _✓:. " / _ , ,CROCKETT CORPORATION / TNIP o4600-oo-oo-w.Ko _ A — — 79.50 ACRES i 0 � z DB 624, PG 193 / L9 rn Q 71 J/ / I (() 0 ' TMP_o4600-'oo-oo-w.Mo v v �40 GRAPHIC SALE CHARLES R. & ELIZABETH ANN \ / / / \ \ \ \ / / / -- i 30 o / i5 30 60 (}GCESBY HAUGH ,� \ / / \ \ \ / � � — � / o w D.B. 3-333, P• 450i' \ \ -- _-40� / / / \ \ \ \ \ \ — -- / / % 1 \ \ \ _ _ / / / / / / N � Cn - z ACRES - v v -- / // \ v g�� / - - - - / / / W N 9 / A / v / / / / / / -------------- ----- _ / \ me = , IN FEET � AREA 1 inch 30 f / -- - - _ / \ / J CL TMP 04600-00-0o-o18Ao / / � / / �vj i CHARLESR. & ELIZABETH.ANN / - /// j j� �ExISTING R/w �W _� ���� �_ / / \ / / A \� �� OGLESBY HAUGH / � \ � / / /v �/i /® Lu 0 � \ --- -B. 1333, P. 450 y /PROPOSED 3' GR i _ ROPOSED 12" CL. 52 DI WATERLINE \ \ D - / / Z) _w.. w.: ------ c 29.92 ACRES - / / /// / / / NOTE WATERLINE PIPE DEFLECTIONS SHALL BE USED IN THIS / \ 9'9 / 'AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES \ / / /\�j A / ' ��� L9 164R \ _ / A / / / / A /382 PROPOSED FIRE YDRANT' U' z7+5o w —__ w�w\� \ / PROPOSED VAR. WIDTH \ \ \ _ // / / / / / \ \ \ \\ j / // /�// j j ASSEMBLYw/2z"x6"TEE _ z z8+0O \ �� DRAINAGE EASEMENT V v - - - /i / / A / // / ,\w w EXISTING STREAM l / / \ \ / i ///36� U O -� z8+ \ \ / i / // / PROPOSED12"G.V. So V _ _ _ - _ i _ / G.V. _ � PROPOSED VDOT STD EW 1 w \\�W 378 / / / / / \ i i /� / //j /� % / //jaw Y \+p0 w PROPOSED FIRE HYDRANT \ - / \ , �/ /, / / / / // // w w ASSEMBLY w 12"x6" TEE \ / \ > \ ROPOSEDgo'ASPHALTPATH - - / / ; / ; , 5 _ \ _ \\w \ 8 PROPOSED 1z" G.V. i ASPHALT 29+So \\38y� a_ - - - -- _ = / \� /P� O �io'A/H j H / / /., Wes* 00 it o \ ��- - ul / PROPOSED VAR. WIDTH /� / / /" / \ / / ~ Q ,PROPOSED VDOT STD. CG-6 (TYP.)- XISTING 12" SANITARY SEWER TO REMAIN— _ _ i, = W 30+o0 -EXISTING STREA / DRAINAGE EASEMENT _ i / I / o L.I 1 ROPOSED GRASS STRIP \ L� ° \ \ • ; 3' _ �\ PROP 50 E VD DOT STD. CG-6 3o+SLL 0 W wow..; EXISTING R/W l \ MODIFIED' % - 374 ROPOSED/��� V jTE / r!" / 3ro// // PROPOSEDI2'CL.52DIWATERLINE �J / kl // //CoS//� (n uj __C°) 31+0.. - /-�,� \ \ \ \ 0 _ ,Lu GUARDRAIL\Oo _ --=�-- _ - TO REMAIN EXISTING EDGE OF,_- \ \ 32+So - " w w �o w w 1 a 36 - 35+00 -- PAVEMENTTO ----- ---- 3 --- ------ " \ \ 3z+oo `- -- - - - +5o i / \ Do 0 \ jz+$0 7orR +oo ii / / O O 33+00� 1z' 33+So 4 a - \, � � i/ji ��/� '/ - - - N Oo 3 STATE ROUTE = 13 643 POLO GROUNDS / PROPOSED MODIFIED VDOT EW-z VAR. WIDTH, UNDS �_- EXISTING EDGE OF w \ \ �� PROPOSED SPEED ROAD — PROPOSED VAR. WIDTH ' w/300WING WAL\�� LIMIT=35 MPH D O iAVEM_ENTTO REMAIN U F \ DRAINAGE EASEMENT -- _ o \ PROPOSED VDOT CL. Al RIPRAP LINED OUTLET 0 V °- - �i _ - w ~ - - / PROTECTION WITH FILTER FABRIC UNDERLAYMENT� po Do��i ��°-� - �6 M-B PROPOSED MODIFIED VDOT W-2 / a \ �L=12.5', 14.5 D 1. MIN. �� Y �3 EXISTING GUARDRAIL JOB NO. TO \ \ _ WALLS i _ -- - - - - ---- - - - -- - - -— CRZ3CKET�CO�2PORA�ION-- REMAIN182150 y�/ - SCALE - - EXISTING too -YEAR FLOODPLAIN (TYP. - - - 04�0 _ - - — ✓ / - _ O OO-OOl$Cfl _ — PROPOSED VDO/T CL. WITH FILTER 1 RIPRAP LINED OUTLET ENT rr- 3O - - 79-5 -ACRE �_ / i DERLAYM - - --_ - f PROPOSED VAR. WIDTH TER FABRIC U �8 62 G - - / L=1z', W1=7.5', Wz=14.5', D=1.5' MIN. _ - - \ \3 / DRAINAGE EASEMENT _ _ _ _ — SHEET NO. -- -- — FUTURE PUBLIC GDEDICATED v 0 00 Ol B8 \�� I y TIME OF FINAL PROFFER #BOFZMAzoii80011� � \ \ Io \ /�MCKETTCORPORATION ���� O �PERAT I w DE / / / yW \ II I / w \ �' EXISTING STREAM � i � � � / � � \� � � � � FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY � D.B. 534�6, PG. 256 1 I I \ I ■ \ AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA 2028000ii 119:69 ACRES W I I \ 1 1 \\ PROPOSED io' ASPHALT PATH �o � WATERLINE TO BE EXTENDED WITH THE w >v OOy I I \\✓ w �i'I TMP 60 00 00 01gB9 VI DEVELOPMENT OF BLOCKS I6&17� L K�IASTER, I / AS CI / \ EXISTING z1" SANITARY SEWER TO REMAIN y w �j BRO K { L o /\\ �10C.'�/ _„ IV w D B. 1 PYE � S — 1 OO �PROPOSEDTYPEA3s3izEP e36 - ROPOSEDn"DIPSANITARYSEWER\ w� �PROPOSED VAR. WITH v i3 V \ 5y.aolc��6�y XISTI" SANITARY SEWER TO RE� AIN' A_� BLOW OFF ,36 UTILITY EASEMACSA �PDRAINAGE EASEMENT 2 RQ S AN-i3D ROP{15ED ROAD DRAINAGE SYSTEM PROPOSED zo' IIIv I PROPOSED12'CL. zDIWATERLINE } ENT \ TMP O1+600 00 00 01HA0 yPROPOSED CONCRETE HEADWALL y Hwy / \ $ PROPOSED D i \: 52 DI WATERLINE 35 3S yEXISTING STREAM WITH 45 WING WALLS - �i�s C�/ W CH �RLES R. & ELIZAB'ETH I 11 i PROPOSED 20 AcsA y s � / WW a SEE DETAIL ON SHEET 17A� y _„ �� 1i :.� _ i MI Ir CACCRACK1T . __ _ DDl1Dl1CCh CTOCCT CIr AI ---- ..—.-. ....-r.. w PROTECTION WITH FILTER FABRIC UNDERLAYMENTSTM-B6 ���� PROPOSED VDOT STD. CG-6 (TYP. QO _� L=4o', Wr3J5', Wz-15; D=1.5' MIN. �� �� / PROPOSED 1z" 1i.z5 BEND - i yPROPOSED VDOT ST[ _ _ % SED i2" 45° BEND s3�sEP ROPOSED VDOT STD. CG-6 (TYP.) / TYPE III HANDRAIL 5 PROPOSED MODIFIED VDOT EW-7„ i PROPOSED VDOT STD ES-1 . i PROPO I A �ti -j- r SCOTT/R. CbLLINS'Z Lie. No. 035791 ,1�- p 7/12/21� o&IONAL E�Ol EXISTING ioo-YEAR` LOODPLAIN (TYP.) 34 w / 51 w w w —w tiSRC �y� ' �s9 �3 5 i M B , --15' RCP �_ � 35z5y EP 353.7i E. U — --- AN�3B - -- S � m PROPOSED VAR. WIDTH / 4 _ - S - _ DRAINAGE EASEMENT STM-B3o 35 54 1z 35� e3s- `- i 2a2'R ' �T STM-B PROPOSED FIRE HYD (ANT sa°9E ASSEMBLYw/1z" "x6TEE - - O z L SIDE SLOPES TO BE REINFORCED 5 M o a NOTE: WATERLINE PIPE DEFLECTIONS HALL BE USED IN THIS/ - � ° -- / �� WITH CL. Ai RIPRAP - AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES / , - - g56 �2s2R , . VDOT S G-�� — 1�. _% - LLJ j ? o P OPOSE �; 1N / / v _ ' J43+oo R � So D 44+00 -PROPOSED VDOT STD. CG-128 —{/i- — - -- � tl '- - - CL. 5 D E / / y wN w o 4 �3, PROPOSED ROAD STIR PIN 44 5o H - PROPOSED 1 ASPHALT PA W /� / — 2+00 _ —-PROPOSED 1z" I WATERLINE- - J r i_ — 4y 5 ` , S+So\ °u ��M �- _ PROPOSED PEDESTRIAN TUNNEL CROSSING W ° --PROPOSED FIRE HYDRANT_ ROPOSED 3' GRASS STRIP — w '� - 41+00_ - - _ NOTE: z" CASING PIPE REQUIRED ON SEWER ASSEMBLY FIRE E Y TEE _ 7'(H) x io'(W) RC BOX CULVERT GROUNDS ROAD = �- i PRO OSED DDO S D. CG- (TYP.)` / 0+50 — TATE ROUTE 643 POLO GROUNDS ROAD cRosswG UNDER POLO UNDS R - 13 ~ \ - _ ` — �M - 4 — -- — -- —WIDTH 5 ' 5MPHI — _ — — _ fi _ —' — = o, SPEED LIMIT=[, - — s 5 sicW ,— _ _ — 1 0+00 ��� , 6 - - D.B. 48 P. 263 � � � _ TIE IN TO EXI - _ _- - — - _ �'CURIrE _ W 4 _ \ \ \ --- UT ILITYEASEMENT— ROPOSED 12" G.V. - _ t� SANITARY SE - /— PROPOSED DUAL 5'xi '�4� NI — PROPOSED HEADWALL r PROPOSED zo' ACSA �35 ` __ _ �- - A \ 39+00 E'Soo3O �3 RC BOX CULVERT 334, Q SEEDETAIL D k — w HT p15TNC _ / STM-66o \ 38+5° , --- - � w—`— �- SAC' ti� �s PROPOSED VAR. WIDTH— s ------ PROPOSED MODIFIED VDOT EW- / " �� TM-67o = 38+0— - � - DS_� O���J� PROPOSED CONCRETE HEADWALL\ � � ��7 O r - 37+00 37+50 O O O Oo Oo �o Oo OO Oo Oo OOP --�6 3 p�� O LEXISTING EDGE OF GR�uM�r 3 MP 7j SEE DETAIL ON SHEET 7A 3 1 \ \ \ PAVEMENT TO REMAIN\ Q ■ \ \ DRAINAGE EASEMENT Z 36+50 — o o TE ROUTE 4 SpEED L EXISTING GUARDRAIL PROPOSED VAR. WIDTH / �/ PROPOSED VAR. WIDTH \ _ DRAINAGE EASEMENT \� o —r � O � —STP. pRDpOSED �� � � � ROPOSED VDOT STD. ES-1 � / TO REMAIN � DRAINAGE EASEMENT I _ — VAR• VJiDTH� - _ PROPOSED ROAD STRIPIN SIDE SLOPES TO BE REINFORCED \ \ \ - -- �_ / 34 \ \ EXISTING STREAM �: - — - � = _-_ — EXISTING EDGE OF J PROPOSED VDOT CL/A1 RIPRAPLIIN D OUTLET PROTECTION WITH FILTER FABRIC UNDERLAYMENT AYMENT \ \ \ PROTECOTIION WITHFILTERFABIRI UNDERDAYMENT _ — PROPOSED VDOT CL. Ai PRAP LINED UTLET POSED PRAP o — — �j �� PAVEMENT TO REMAIN- PROTECTION WITH FILTER FABRIC UNDERLAYMENT \ \ UNDERLAYMENT _ - - N L= - 2- - 5 IN L=25', W1=14', W2=3o', D=1.5' MIN. -8, W1 3 75', Wz g.z5', D 1.5' MI -12', W =4', W -15', D- z L 1 1. ' M EXISTING GUARDRAIL IL — EXISTING STREA A \� \� L9 Q TO REMAIN _ _ CROCKETTCORPORATION PROPOSED VDOT CL.AIRIPRAPLINED OUTLET / \ (ID — PROTECTION WITH FILTER FABRIC UNDERLAYMENT < TMP 04600 00 00 o18Co L=18', W2=20', W2=2o', D=1.5' MIN. \ \ _� Z rn 0u'1 — 79.5o ACRES \ v \ \ N DB 624, PG 193 0 U ,� 'G APHI'C CALF Rv 1 \ PROPOSED 21" DIP SANITARY SWEIR °�a5 3° 6" o PROPOSED NN _ UTILITY EASEMENT EAR EA "'W wROPy ERTY LINE �y IN FEET_ E(STING STREAM _ / I inch - 30 ft. y � ROPOSEDSTREETS, IGN PROPOS_EDVAR.WIDTH y J A \MONTGOMERY RIDGE OWNERS ASSOCIATION INC _ / // i/� // / / �/ v AV I Q PR V/ AS HALT PATH DRAINAGE EASEMENT y PROPOSED A \ A � / /� I J W �w y y y CEO WILLIAM J DALTON �.. -- _ v ///� /// / I I L 1 a AN-23 TM-B71� y y �� ONLY EXTEND EAST AS SHOWN AFT R OBTAINING PERMISSION FROM THE D �' TMP 046D0 00 00 OOOAO �� IA \ \ ///� j // // / �RI�P� /i� I I J 1 — } (TYPE VDOT STD. HR 1 �� ADJACENT H� IN ACCORDANCE WNW THE APPLICATION PLAN (t•10 ACRES �// / / /// // / / RV�� Xff - I _ - OO ROPOSED VDOT STD. CG-6 (TYP.) III HANDRAIL \ \ \ ` I\ \ / /�/ / / ERN �\CRI \ I I I O PROPOSED MODIFIED VDOT EW-7 ) w Z _ \ \ \ \ ` DB 4102, PG 472 L \ \ \ �/ // /// / // // / GOM PUB I I W ,—, ■ W W _ PROPOL \ \ M�N� R.�\O� \ I ( H C)C �35 z / AN-13E V� �� \ /j 7 / �� VP I \ � I - \ \ \ PROPOSED 1o' ASPHALTTRAILTO STOP AT STA. 45+18 (PROPERTY LINE) AND \ / // //// / \ \ / --- �O / ` s \ \�ONLY EXTEND EAST AS SHOWN AFTER OBTAINING PERMISSION FROM THE / / j r \ L906 SAN-13B - - - - - - S I / s� Y ��d� ADJACENT HOA, IN ACCORDANCE WITH THE APPLICATION PLAN \ // / / /� \ Q PROPOSED TIE-IN OF EXISTING 8" PVC SANITARY SEWER �j� \ V /// / V A z - - - - \ \ �/ // \ \\ Q FROM THE MONTGOME YRIDGENEIGHBORHOOD ROPOSED VDOT STD. CG_ 6 (TYP.) X Z/ U , ,/ f STD. CG-12B - - - � -$ - _ e - �� _ \ _ _ \ \ \ ✓ / / / \ i -lii- _ - _ _ _ _ _ _ v \ 45+0o -PROPOSED 10' CG-6 CURB TAPERTIE IN TO EXISTING EDGE OF PAVEMENT \ \ \ \ �/ / \ \ \ \_ Y v (� 45+Sod 46+00 3 , - - W - - WER �3, 46+So> - - - - -��—� �� - _ EXISTING EDGE OF PAVEMENT TO REMAI \ _ / / // /� / \ ~ O OAD U ( 47+0o _1 47+5o O STArt/CE_$0p, - U) 0 --- _ Oo --- 4g+00 1z' -_- -� TIE IN TO EXISTING I - - _ - _ 96EP Q S 'ACSA S SANITARY SEWER MH _ _ 48+Sp- y - - _ _ - _ ` \\ \ \ ✓ / / \ 1 J y - - _ - zo' ACSA 3 STATE ROUT -- — _ _� / W rn I - - _ Z� ®- x- A"-1 ` �vAR.WIprH PE 643 P p s0 GROUND p _ 11' _--- 48+75— — — _ = -�� v — — ROP S \ \\\ SPEED LIMIT_35 MPH CO \` ED VDOT EW-j m TM-B70 <_.:\ \ \ s \ \O _ / 12' i w i \ \ EXISTING EDGE OF \ _ _ \ \ \ J ~ R. WIDTH \ \ _ Q \ \ \ \ \ P\ MENTTO REMAINS - \ __ = = \ \ \ \ I 11' \ i / ` ` ` \ - \ w ,SEMENT / \ \ LINEDEXISTING STREAM� EXISTING GUARDRAIL \ \ \ STATE \ P N OUTLET TO REMAIN �sOo \ \ \ EXISTING PAVEMENT&- _ -- \ R0 -rE \ o W PRAP L _ \ � ---STRIPING TO REMAIN wlD 643 P C C UNDERLAYMENT I EXISTING z1" SANITARY SEWER TO REMAINS `�- \ ` \ \ \ N150, $P O�O GRO \ \ 0 N Q W2=15', D=1.5' MIN. WILLIAM A WELLS \ \ \ \ \\ \ \ \ \ `- _ O'e 481 p 2/6 /T,4 M�H ROAD „ TMP 04600-00-00-023Ao 3 _ EXISTING 21 SANITARY SEWER TO REMAIN 479 `s \ ACRES \ \ \ \ \ F o \ \ \ L W DB3977,PG52o \ -_ �� �� ��\ \\ a 0 \ ` \ EXISTING too -YEAR FLOODPLAIN (TYP.) JOB NO. \ 8215 SCALE -- \ SHEET NO. V V QO 6 Lao A \ \ u COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 N O Ln D a'tiZtS 9 1 9�\M 21df� I � 1 O 0 � 2 m m r m O I O I l/1 II> �m I o 70 O 2 C n --I � m 4 IMrn v vrn0 � O rn L- u 111 O V Z O U) I O I MATCHLINE - SEE HIS SHEET 00 'F p I I ' I I l 4 REVISIONS DATE REVISION DESCRIPTION 4/9/21 INITIAL SUBMITTAL 7/12/21 REVISED PER ALBEMARLE COUNTY, VDOT, & ACSA COMMENTS PROJECT M D z STATE ROUTE 643 - POLO GROUNDS ROAD - PHASE II ROAD PLAN �V r m o SHEETTITLE SIGNAGE & STRIPING PLAN Fhese plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING. 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Cal 40' SPACIN( so37+00 1 o z m�` rn m m- FA / WHITE LINE / 4" DOUBLE YELLOW LINE WITH 4" SIGN / IN BETWEEN & RPM Cal 40' SPACIN I I i I ) I 5 II I I I 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING STOP SIGN (MUTCD - Ri-i) e � 4� 4" DOUBLE YELLOW LINE WITH 4" / IN BETWEEN & RPM Oa 40' SPACING / 24" SOLID YELLOW LINE Cal 4' SEPARATION BETWEEN LINES �1- 41+00 38+00`— — SPEED LIMIT SIGN (35 MPH) �4" SOLID WHITE LINE (MUTCD - R2-1) --- -- __ 24" SOLID YELLOW LINE Cal 4' -- SEPARATION BETWEEN LINES 77 46+oo VE@4� — 1 LINES / LIMIT SIGN (35 MPH) (MUTCD - R2-1) 21 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING "SOLID WHITE LINE "SOLID WHITE LINE SPEED LIMIT SIGN (35 MPH) (MUTCD - R2-1) 13+00 42+00 "SOLID WHITE LINE GRAPHIC SCALE / ;o o g 30 60 / / ( IN FEET) I / 1 inch = 30 ft. I 48+00 ---- — — ---- - _ 48+75 m--- - - - - — 44+00 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 MP/-/OA R \ L) -- r, "SOLID WHITE LINE / STREET SIGN 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN &RPM Cal 40' SPACIN / SCOTT/R. CbLL NS'Z Lie. No. 035791 ,1�- p 7/12/21� ;� :SIONAL E'0Gl / z _'---------Lu ------ j --- o Z m i O H 7) > w z ~ � 45+oo _— \ / �W/ li 24" SOLID YELLOW LINE Cal 4'_ SEPARATION BETWEEN LINES SPEED LIMIT SIGN (35 MPH) / (MUTCD - R2-i) V) 1u w N r4 0 T N a � 0 Q CM z co m a N Q ® M O N r-i CT) Lu N N W Ld J Z J Q Q Q 0- L9��� z::D U O 06 W LU ,,°nn� V Q Lu ® t O 'Ur^ v' Z W W i M J --- w Lu C) �..� O N Q G I w 0 a m 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 CONSTRUCTION. 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 OF RL% 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 = °DW °E_ ��.. .... - WMxDLE= . WMADLINE . 10.7RAFFIC MANUAL. CON7ROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, N ': EMTM - .::.. 1 " ROcx d+ SLOW m E,RT. IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE o o BEDDN( SAFE AND CONVENIENT ACCESS. 31 a """R" 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS 4". +n0 D +/ ° Yx'I/D O _ - DETERMINED BY VDOT FOR PUBLIC ROADS. x D x efppW °" "" x D fh^i a x BEm,14 °" " ° 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL NORMAL EARTH FOUNDATION "uAzi" ROCK FOUNDATION FOUNDATION SOFT. CUT AND FILL 7RANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES DTNERWISE UNSUITABLE MATERIAL ABYIELDING. TERI 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 F 1.5 . D K u . G N A . D w. u . D MIN.1.5 . D WN.1.5 . D WITH VDOT"S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. '°" °` "" '°' F'LW OF ELL I ROADNOTES ";� CR9DING - G,N gONMS - W WWMS - _ �ORDN LIK 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE 2020 ROAD & BRIDGE STANDARDS OF THE _ - - - x. _ VIRGINIA DEPARTMENT OF 7RANSPORTA170N SP£CIFICAT70NS SHALL GOVERN THE MATERIAL AND CONSTRUC710N T" NN DD !W EL°RG 1 METHODS OF THIS PROJECT. w.1nD E x D x MATERIAL 15-APEX O_ x SOL x Yw.6-. NN, I/10 D t, - EMrx 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD WATERIC BN Y"' qr' Eg MOFT, k 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. ® BECWilltll NATURAL2 T E CONO AND ERNE ® IMMINENT NOTES: J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER s`°CASURPEN1 OMAAL NOTES W WE ..U.S TREES AND VEGETA 77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. CLASS ACT" We OFF'ETHE HUNG AND �ocE SIT SE T,A FEL OFMURTHE x ANG HANDLE WITH $LCTOx SOz OF THE ROAD MD BRDEL � INSTALLATION�SEWERS ER PIPE W`DICs sPLCVICATOAS 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PR/OR TO THE CONSTRUCTION sPECIRCATKIM Ox SLEET 10]OD 0 TO PLASTIC YWT CLASPS • = H ACiopoul"i[ .P,FI. E REGUILA 3D°"] ,LlN lR°°Ri➢ EWsxm GLASS cEKOAMRp rE TINE OF THE SUBGRADE. eRD lu V,reNu PLA1m IN ECTIT MD SAME spE06,CAT10N5. pX NET PPE MD B" REpLM BN iLL MATEAV . NFREEATE WE 25 MD M di Iz•• OF CAS x BACK ELL MTERUL Me. IN RESM OF MASS E IN MCCRONICE WITH SECTION Me OF THE WON) MD ERODE MAY BE BAGFILL, n jJ/ Al A,Z4lAr46! LLECFIGTWS. `VAT 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 ao,DANOR6EEETMNRDs MEET I Or 4 REVN°W RATE CIRC. PIPE BEDDING AND BACKFILL METHOD A" ae SMA ONE (1) FOOT. NIT.01 VtlNMA DEPARTMENT CF MAREVO TATlM 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE � M-t1A 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 sE HOR 1 ,. -( i --I-- -- '\ ,.-i i . ��- I ` I SHAPE 1. °E EVELEO WITX N:giiM FLOW 1=----------- - DO "Dr BEVEL MOMENT 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 AT EMI m WR "X- REACHES A MNMN W 4- WHERE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR Q fIDWNL WOULD PmiRIOE MOVE SHOULDER LPE. PROJECT ABOVE I0.L 4Wf, B. BEVEL W AT THE IKEi MIND CF THE 4 RFWE ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. p.EWDWALL p!C SLOPE. OR 51gULdOF T N FL EVE RS THE C CULVERT IWIERF iK FLOW EMER3 lK CULVERT). T. HEADWALL AT THE OUTLET EMS OF TEAM COVERT MAY BE FLOWN SQUARE 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE TEMPLATE AND COMPACTON BEFORE BASE IS THIS W WY BE PEL T OR NT x RACE. QUENCH REVEL EWE. PLACED. S kL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST 4£ MET 10I.0z °.ON SHALLOW FILLS, WHERE ENDWNLS AMC 1.OR LOS BELOW sNWHLER LDR"WAS HE T01 i1E OFO THE EN WN IF SMALL WECOMPLICATED PMNLEL TO THE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION TH5 SIC' MG TD DEG wITM sMWT cROsuxcs W ALL5 P CXNffER MAY RE PANKOW OR ALL EWES AT MNAIFMIUREPS CPTW. FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. MEADITTO AM BEVELED N ALL MEN EXCEPT NKRf A CdfLKI WIN INVERT, 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 TRANSPORTATON SPECIFICATIONS 9. ENCROACHMENT.POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 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 SN3 OR 36" A a-6. 0'-S• 0'-°" C-O. 1'-7 1-0" C I-.. 17 1.-,. R R R 6" R-9" D r-a P.M.r °• z 0 z .- 3 -0' F a-S' D-6 ..-M. 0-Y O9^ 09" X 9'-P, P.n• 3•.2•• I.-R. 4•-r P-w, L 4,-5- 5,-0• 6,-0•• ", 10'-S" R'-a' b 0'-E aqA„ 0'_Ph 0'-2• 0'_Ry Oq„ LICE REARMS OF MACHETE EME We US °wvz M- taro z.On z.va D.Y. RPE 035r 0.5Y1 0.IN 1.398 Y.NO 1 3.H5 ENDWALL FOR ELLIPTICAL. PIPE WE M ELLIPTICAL IK CULVERT (SPAN F AIEI 23YIN• MYXRV 34'LI 3R'124" 42127• 45".2W' 49„t32•• 53"W' R o•-5- a-9•• 0'-10- 0-11 0-11 0•11 1-0 1-0 r-0" T-W e ra" r-5^ r-0" P-5• r-9" r-IN• r-n^ r-11" C Y-0" 114 R-1" Y 4 R 5" R T T-5" 2-9" D P-z" 1 r 1-19' P p 3-3^ z s z'-N' II -IS' F a-R• O'B 0-Y' S 9 D-9^ D 9' G-Y' S-9^ H r-q• Y-]•• r-r Y-9" 4'-0" 4'-r N_y 4•_3- L 5•-5" T-z" S1" R-Y" 1P-2- 10,-Ir' 1Y-r' IP'-n• 5 1•-11 Y-6- 2'-10" 3'-2" 3'-S" 3'-P 4•-1•• 4•_5•• O O'_zii" D'-Yb" V 3Yz" O,_♦" G,_II/," P-4%' or 1. 0'-wa" b a R WFoC UI D' 3- a -Yj" y, -S 4 -4a COME YANG ECONCRETCONCRETED COICAPE SMIe SASS 1NR Low LET 2JW 2.512 3NI 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 NLWE m Ewz,zAIBOAfIM NOTES: I. FOR TABLE er DILENSIONS NO VOLUMES Fdi w CNLLLM PRS (STADARD M-z) ME SEAT z W 3Y. PAS TILLS EF DIKLTONS MQ P.Ly11CK SEED 3 aF OT 3 3. (STOWN THEs WAY BeAMOUNT R CAS A 3. THE IL W WAY EMECNr W cAAr N RACE. DETAIL A 4. DH SNULOE Fus. w C EroY/LLS W FOR LLss BELOW sIMMALEW HAS TE RCP CP 11E EW WILL ROp CONiFAMETED IMAM To TE AWE OF B. ML CAST d RA£ WNCIEIE TO BE MA5$ AL L Soo SET 01 FOR PRECAST SEE SHEETS NOUN ML VITA]. P/yLRr B. N ID CASE SHILL TOP OF EMWML xMER MORE RL SLKE, dTCN CLEPE OR SIKXLDNER p, I' I ]. WE CrNDMD TO BE OEM RAIN STRAIGHT IXWSWi'S ` MD .A . TO B'. R °' WN OF FOR CONTROL N I DED N DE B YACEE AIR SO PER CHADD Y CONCRETE.ONCRETEE R. HEADWALL TO BE SEVERS N ML MFM [DRAFT WHERE A cORIENTTWITH WENT MO N I"]EnMK1NAFMOCCCyMi rK ALL 6 1i EWLKVFAT'"LLD.%E'l1E RAW d!"ER9 TE" CLLV . EEM'WAL AT TE WM1ET M W TK tlL WY M 6T1ER SWNE EWE OR ABTEL BEAR, _ .. 0� N. bIMFER wY BE NNVEEO M NL EO@�` AT /CAMERA OPTION. 'r• M TETALA 12" - W' RMR !. :.: I � I I M• Rry SECTION. A -A +I 1 9It °% END ELEVATION SIDE ELEVATION LRENCE STANDARD ENDWALL FOR PIPE CULVERTS l0s 42" - 96" CIRCULAR AND 60" x 3811 - 10611 x 68" ELLIPTICAL PIPES ff ]D3 ..A.,... CF TRMSENTATpN TABLE OF QUANTITIES I to' 4, z.5' ,ASPHALT (I., ILM. SIDEWALq STNIpI WB& UTTER) DI-3A M.3C 6- fi7wrwm IC7 WrWiW7 IEIMtr �%,.,r'�INT.]39�..1•B1�1f:7[P�A, IIIIII1'7 m f3➢tiFR?E)T••sESQe•Fla0® l aa�ifiT�inniEo��aI fra =f"""•NseTFs�0®Nseso�iS �if6IIRZ'a 7fi3F1-a!$l�ErsaiT7 EID7ffL7oI 11WC1 fIIIETSlf�17Ii$.Ei1 111 if]� fiiHOREi7fIII 1111171MEFTIM illf t'MfEIR!"�WlfZ='NW0 �0Eaao070"N oNEMEF70 ivr fFIF "� �w f0® � s or fET'f fGiE fES' "E¢: �fEi f0® ft2Lf R of fE- If7i'dFslOrKTO lEZ=E7iNmrw" •Niflfk'4iA�f0®of'ro1RI 7oEFT-MEATii f[]R7"f�m�anfNtiT3i3afTlf�.� f0®fam="�f OrLmmr.'m Elfi�f�fid- f0iff- "fiQ'� "i fiEf12^af fJfl7fi>tflES7f7f®fa ufSdTI'S�Elt� ib:iR3.9f37 f6'lti f0f>Q•'wiflfi$•Jfaf 11II©EREMET:f ixit<IF'>t EfT>t�ff$Ii7f%1�•�E1f(.�wfifaFS "R�" "iC�f fTS^.fi'.:�ll ififT'1 EFEIi� ft$Ii7i'l fS.iTiT�F1 f44SIfi fOIS-Ji�1 t$'Yi1 fE� i>•ffS'a iT.'i IfJER�lt f K]UMfPrMIM�W711r=Fr3:')if41fRZ.finM3FiflffW=Iaf14�7EEWr=MF-M fig i?Tl Ei:f 0 f� ®t•>t,� flt fR?S.E 0 ®f�1 o ©R",:i f1_1711 iFifTTTI•fTX(TEA•"�i'1�s>•f�-wEfafID-ifT1■TJfT:ii�fF!•f>^ , falE(RifFR:fCf fF3'J�Flf:63Fr3Dif�E6-.�fai>asafictiz•",afisr>afiEfR:ollf[fii NOTES t :WPM OF NET m TO E SHOWN W PLANS. ]. 04 X BY SLAIN OOYfLS AT N#IOIEMATELY IN. Tns MCA NAY Z EMrxFN x . . z. WE 'IT M LAWI SHOWN W THE TMa IP' C-0 TO E PLACED x ALL MEN ADJACENT TO MODELING WN M To MEMENT rA N EL JOxn WE MM1Y ONLY TO TIME EM WR° ANG GIRIER. EISSUAAND RE1 M. OFF Or THE WTFML WE °Ef�'E"l� M. CdIgETE WMIIITIES SHOWN ME FOR DEPTH WE TO TIC TOP OF THE EFFECTORS. RM "H" OEISIONE ARE MPROXNATE ONLY 1 3' dMl LEH WEEP HOLE TO E LOCATED TO WMX 10T YA,rERM, WEEP NTH IN, E Y-Y" NTIXxr RACE. TC MAAJT ... T GEES MAT E DEDUCTED TO IN ESrNARRE PURPOYS .I IK ACTUAL 1Y•Xtl• PLNTC IIKAWIAE ttOTH "YES, ONTNN THE LIES ION NETS OF WMT EC" W SRMl E DETERMINED T THE CONTRACTOR PROM FIELD COVUT10Ns. W GNMM® STEM NREJr.GFFWFI.'T CWEIFA ON' MEIR 4 {FAN NMEIRME CLOTH AN= FAIRLY TO 1E NOWNE DEPTHS MD W S ..I GFE WSO RANGE E CONCRETE FOR EACH FEET OF METAL 1 WHEN WECREID ON ME PLAINS THE (HART 5 TO E SHAMED N ICCOEUmµE, NTH STANCHING or THE STRIKTMC. IT. LFNOTH E ADDLE R01J M SxSNN ON SLEET 1 THE OF W-L TGOUT MC REACW ML WTEIDMS NVCEHTN IO THE SNARING 5 TG E MUEG AN THE M FEWER FOR THE STRUCTURE.STRUCTI. 9. ME IE .. TER SHALL HAVE A w- C°MER CF r. OF G 5 E r0 L..' AT AN LANXI WE F CEx0T6 LENGTH E ONE (11 CASE N M MW W n T W TE d &L IO NL NTFWPR SUER Ri E CVF CLEAT LE ML CPFIMG° SY P•. 1E A.U. EIIFd6EC [ ME TO EN6 k FPE m NdIER T TE OOTTOY a STRUCTURE TIE nYEFr OF 1K srNX:rUE SHALL E SIIN40 wnH CdSAY "TM TE TO 1I. C.I. PLYS WxW��� Is I. E SASS N IMOO PE. MCI CdCNOR N TO E 10. NXEx NLT B Iltp x r-0• YECMN.6Y:F Cr WEST 5 TO SHRED TO CWFel TO IA1NEVfN! SIMMONS ON Po Ff WATER 4NO Pa PROPOSED CURS. MOl'ENICAY'D'"/ILLY i'KFNILEESS 'N"'EN AL To C. LFHCIH E COT O) Nl. N EMAY GAF. E ME SNOW 5 TO E INCLUDED N WE RD POSE FOR TN STRCIME. BROWN W PLANS v. P NET Is CtlCTN N MEDALS OR 1 TAPS AT m E x1°MEII E ME x 6 4•-C^ W SCMIX. PW ETNA 5E TNRAFx T-L . BE Nrn x 1. OW. SJAIEx N TO E OYTRO LEE ETK1. 1 WE ASS WAY E PEGIST W GET-N9LWE. H. g CWg 1Ep A E TWS w IN ASA /!1'L'E TM ETMLs sHOwx ON nM ELDERS OHMS. SECIFICMKN A COPY OF THE gLIGNN HALED ND Slam gTANW IS ON RE M THE CENTRAL OFFICE. REFERECE xv= 9PRTICAINM RpgeK[ ` VI0T STANDARD CURB DROP INLET STANDARD ENDWALL FOR PIPE CULVERTS ROAD Mp BRIDGE s1MOATos READ Mo BINGE STM.OMW 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"R IT 3 10R RnSIW DATE MET + of1 YSE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 6' REVISION DATE SHEET R d PROPOSED TO BE STATE MAINTAINED: NDNA DEPATrKM OF ZD DLM EEY MR" MA DEPIN N ° TRANSPORTATION °"° d-SA 313E Ex.. KEY. C, 2A E%pM51LW JOINT 3'-10" F°R °EIyS CF INLET JONi FDA P COVER BOLA OF SPEWNN i ` Cd61. JOIN: BASS - /PPROACry ° fWiiER •5 DOWELS, B" LONG _-T RR41551BLE RTR N IR" LC OXSIRWTION RAN TOP OF 4 - I CURB I 2` R 6` IF 1' F Nk. .. 1 J. A } 7" W - 1 1 r G -. _. -.. uc[SY15ZF �- 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 (ASPXALT III I") E� ICG 6 - 13' SIDEWALK) STRIPi CURB& -- RRAVELLAX RTTER, TYPICAL STREET SECTION - lVAR. WIDTH Rll#r (POLO GROUNDS ROAD - 28t50 TO 30f00 & 36f00 TO 38f00) 30 AfPfl DESIGN SPEED I'NOT TO SC.4LE) a (TO, Go' 13'(MIN.) (TRAVEL LANEI ERA'S _T-URB&(TRAVEL LANE) .ILE...v.l I START GUTTEPo TYPICAL STREET SECTION - LIAR. WIDTH R/W (POLO GROUNDS ROAD - 25f00 TO 28*50) 30 MPH DESIGN SPEED NOT TO SCALE) ANY 10 4 5 (ASPHALT IGRASS��UE& IF RAVELYLAXEI SIDEWALK( yTRIR ULFEyl I% 4% 33'(MIN.) IINAVELLANE) 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. WIDTH R/W (POLO GROUNDS ROAD - 41*75 TO 43f75� 30 MPH DESIGN SPEED (NOT TO SCALE) ]% -.,--� ORE�_4R5 - oR5_y446°46 0' 4I 5 ' cRB u' 3 MIN. I ( ) IgSPXgLT (CARPER 3 CURER RAVEL LANE( 1RAVELLANE P sIDEwALK STRIP VAR. I I GUTTER( WIDTH (PAINTED BUFFER) VAR. WIDTH RIW TYPICAL STREET SECTION - TV.4R. WIDTH R/W POLO GROUNDS ROAD - 44f25 - 48f75 J 30 MPH DESICN SPEED (NOT TO SCALE) SEE 5 ANMD S-3. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. BASS G . v" � m ° ED PER P J°'"' le - 1 0 All ♦ AM S L S••B••G" -BASS ° L" SAT -- _ AW o•.TsEE�NO�E EH L ro, MM 13.1 MAx Bj I k�\ VEL IME ro i EWE OF Fp51MGM P,VEM CANING I. JJ} 7; ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. MS r n77 gIIIIIIIIIIIIIIIIIII g E^ p$ P MOTH •� �„ ' n A n �' " WITH BUFFER STRIP (N DETERMINED w PIE iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE PLACEMENT OF ROADBED BASE / """ """ ' ' K MS D'R r BAT WM( COurX0. JOwT • Sr / LSE TMiFI A (SEE TIBLEL TpA,�Mpx pJirER Pµ SL014 LLL0mHLdIEXRASP LEHETX T,GK CO,T TIE pROpOaO CUR TANNIC MATERIALS. IRN . WiiER PM 9OR CW3rRVCTgN I.FN 9W NKI LAYEpSPR Po mNP LLi YERS 0 11 NOTE 5 rO mn rxmDX RMP LE„GIn Eurrep PM MMIMM sLWe z5X Iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED " SECTI 7!7!:=777�; GViiER FACE GF CLIE3 B- R'-o- A A MOORS. wU PpoPosm suBBNE AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. °.BB III PLAN NEVER) TCXFAW ______________________ Ia uAY. /' a RCAEw6I CURB WITHOUT BUFFER STRIP •A WMPEO BACK E WRB i� L-VMOMLE - MM.lO� ♦ CWPICTEO 51NPFNE MITI mX EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT R•.G• S• R•.6- B•• S•.p•• p• DUFFER B ;3 MvvEn ry CONSTRUCTION JOINT DETAIL v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN VIS w. uA' R'YIN. Np[ REMOVE EXISTING NRIMi LAYERS i0 EXISTING SUSNE NA REPLACE NTH PROPOSED NPXMr WIDENING LAYERS PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND m e SECTION A -A :LOPE" w " ® PROPOSED MINIMUM 1'/, INCH MILx NPXNi SURFACE DOWSE 15EE NOTE S DTECTIRE NMNNG SAEAE ..M�BLE EWK THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. III - ° _ I- A E, CpN$TpUCTICH • AS DETERMINED IR INCHES.EBY ON GIVES SER AS E 3E55MY i0 MILT THE FULL iNWME55 Or Ex5TNG ASPHALT LAYERS I BNH$ F a rM1 N ETERureD er cGRFs LSE x°rE 31 NS- P RETEfl N BNts E JUNi CXOSSNNN �R1 �� DEEP NOLE FRONT ELEVATION - - Ww vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL - - IOU*TER REYD°EDT Y/ BAT$ ` - ', B" BM$ B - _ ,;� NOTES: Sx'/- SENT PLATE SECTION 0-8 SECTION B-B 1, p$pXNLT PAVEMENT WIDENING SHALL ME A PAYMENT DESIGN IN ACCORDANCE WITH CURRENT ROOT PR0.-FDWE AND E M4mVED BY THE ENGINEER. INSPECTION. GEAR OHM NOTES DALE DRFcr1DN ONE DIRECTION i REMOVENi N F R ASPHALT PAV Y M WI NN HAL MEET OR EXCEED r DEPTHS AN TYPES C, i LAYERS F EXISTING PAV M. WITH BUFFER STRIP i 1E DESIGN 0 N k E E OE G 5 L THE OEP s 0 Es THE L E 5 0 E 5 G EASE FOR GENERAL NOTES W THE DETECTABLE WAXNG SURFACE. WITHOUT BUFFER STRIP SLDSRFACE WNNA(E OF TK EXISTING AND AMENDED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. "R 1 SEE SHET 10F W. ivFE A XOEE pEiuL SXkt BE USED NTX CC3 D GC-R $TAlpIRJS. • L3' -x34 "N A p RAMP Ni i 1 FEET. 3. q YNIMw W THREE CORES SHALL E OMEN kdlL rK CENTER OF THE ADJACENT TRAVEL VINE 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 ExTH OF NVRR M s LIMITED o s EE . GKLNp]FO ` T1 PAVEKHI LAYERS 1xE5E CORES SXML E SPACER NO MORE Trvµ 500 FEEL MMi. TYPE B NOSE DFi01 SHALL BE USED MIN C4-P L CG-8 Siµ0MN5. TYPE q NEGµClE55 W E SLOPE. TYPE B " X 4' STW SEAS CONNECTOR WELDED 3. GETTER PM SHALE BE A MUSLIM SRi OF zdl AT THE RAN °PANIC. i 4. WE 0110 RA i ENT CLANEEN 31W,L BE MLLm A UNLESS DEPTHONVE °F 1' x INCHES A® RERNm WITH M NPHMi SVRfNE COURSE i° M41GH LASE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. T T „.rF. GAVM2E0 PLATE FDA TYPE q t0 E EH ON M NIGLE OF Sy JO' 0 MILE RO P C-C. <. OVOCNk PLMEYENL IS HOT PERIRIFO. PROPOSED PAVEMENT NOSHING SURFACE COURSE UNLESS WMVEO BY /rvE ErvGINEER. �P CdINFCi0R5 AD 6 i0 E AICMOED WITX' "N "SILO SMEAR WELDED i0 EXl PLATE Ar R'C-G /X NOSE DETAILS = , S, WE EXGINEEP NAY REQUIRE THE MILLING DEPTH OF FREE IX6THG PAVEMENT T° BE /ARSim TO ACHIEVE M ACCEPTANCE PAYMENT CP°35-SLCPE iW. PAVENMi Viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS DII L d-� a-x WNRED PAT 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 fW ME I WADES ADJACENT TO CURB FEW USE N BAGS BOTX SUMS i0 E SYMEIRICK WITHOUT GUTTER MO EFFECTIVE SURFACE DRUNMS. OSSWMKMAN W°SSWALx 0, EXISTING PAVEMENT MI MI MINIMUM WITNN TPROJECT UNITS SHkl E RESTORED SUBJECT 10 THE APPROVAL OF TENPEER. 1 ] AL AETRANSVERSE H"LOCATTIONS"VEMENT TIE-IN SEALE COW W TO THE SXML BE TESTED LYING A TO LOOT STRAGHTEDGE"NSPCC° ACCORDANCE NTH THE REQUIREMENOF SECTION 315 UP THE TS SECTOR 315EXCIEFT 'OF TH ALL PASS yy.1' SPICE ATIWS aEA'caTF '^F I WOSWkK TWO DIRECTIONS SMALLER RADII TWO DIRECTDONSLLARGER RADA WITHOUT BUFFER STRIP WITH BUFFER STRIP `VOOT SRCPICMM �V=r A WPY LE THE WIOINAL SEABED Me SIGNED ORAMNG 5 W RE IN THE CENTRA OFFICE. �VOOT SPECFIGi STANDARD CURB DROP INLET EFEENEREFERENCEASPHALT PAVEMENT WIDENING FEWER ROM AND BxDE sVISION ROM MD RHWE sIMDARIs CG-12 DETECTABLE WARNING SURFACE mM Bo BMWE s1MOARos SNEER 1 W z REvSAx DAM 12" - 30" PIPE: MAXIMUM DEPTH (H> - 8' xv sLEIT 3 OF 5 PENSION DATE TYPE B (PARALLEL) APPLICATION Cl s1En 1 a + REVKON DATE FOR WIDENING SUBJECT TO TRAFFIC n5 p6.09 °B/I° VRGNA DEPARTMENT OF MANSPoRTATIW Y-'R RDA03 04/18 NRVIA DEPARTMENT OF TRANSPORTATION ALL x30q VNOHI, OEPMiICHT OF iRpSPpRATON EC-12 1 UDR:CWPoNENTS W CURS RASPS COMET OF TALC MLLOWAC I NOTES: EW-] LG-11 XYWMLG EMMI SIDEWALK ADEPT" IN IWCW AREA N SQUARE YARDS: /gA WRITE' WHEN A PEDESTRIAN ENTRANCE ROUTE GENERAL NOTES: DWLNr[crwie ERw°'''MW!'CJcp SUFFRAGE IAA N MD. FEET) _ _ _� t DUM111Es qvm ME FW aE e61wAu. ,_L_ CNCHES A WLERCIk ENTRANCE - lxE WOSS YO°f sXALL BE 3X fW r r Y RE/SE REFER !0 STNONHp F1FP SNEE! WIA4 FW NL E£19d13 NOT MEN IH TABLES A MIT PAY D $XULD .x F FEET 1. TINE DERBIES WAIVING SXOLL BE RNYLm BY TRUNCATED OWES. 11 AMD O s R E BNNYNSp FOR EACHCURBWT IMP. 1 TINS IlW YM E RCCA4f W CNT N RILE. 13 A z. ALL OTETAEE wANIM: SURFACE M00ucrs SHALL MET THE RmuwEMETs a �'I R T OF SmIIW 506 OF THE SPECIFICATIONS FOR CCI3 DETECTABLE WAXING SURFACE. OC'Yk RASP OX MAY aSTIET °ACX $ME SMACNG GENERAL NOTES ART E NAfdNC SUPPLE PRODUCTS IhT SHML BE FRO" THE NAIFRI&S 4Bt ABµ A ON SWLLOW ILLS. YIEE EIDWMIA NE r ON LESS BELOW 9DIILER IIE.TK TW IgIMEIRUB TO E� N N MNNLNE RUNWAY (SF£ NOTE 3) /PPR°VE° PRODUCT LET NUMBER ]3. OF M EXDNML $X/LL E NOIM1VGTm PMILLEL TO llE OR/LE W mM. I. NEVI UEO N WXJIMLIION WON STMOMO W-] _ _ OCADIus r0 E M ` ---- W L0-].TIE ONB FINE W TX5 STANDARD 6 TO S. .DPW SIDES or CUE RASP WY E PWRID MOM ITHILNLY WITH RAMP y 1 ML G'AT IX PIKE WIIg M E ELMS N.MR R T SEE EFT DLO. -� Flow. ON RAM: E WARNED i0 YRTW THE ME CURB FLOOR °R BY 1611D IEwIY3S8E W16TRDlIW .RANI WITH REQUIRED BM3.diK.URATION. 0 AlA' CG-R OR .AS P/ XS P AWL TW E Em RIMCI AWVE FILL AO DITCH a OR 4. RED SIDES BASS ME i0 BE W. x °" PLACED r®ITER TO CENTER AOMO 1 plgxDFlf, 'f" WE' / I l x BOrx SIDES OF Tl$ RN,P ILWRMO-DEPTH Or AMP FLOM. MINMW N SE STMOAND .-IS FOR CURS RASP GeV. TD E CCNOLETE COVER }/". SRI M'LL x B4 MOM WADS x. THE, STANDING TO BE USED WM STR"gD CROSSWB AND CREW MaLS TO RE. _ _ I � SREWNK USED WITH 11R STANDARD. dWR0. BASK - SOfNkN s. ROADwgr c R / cIW AND GUTTER SLOPE MAINTAINS ADJACENT TD axe TYPE A RASPS ME NRUD D N PARENT FOR CURB / CURB MD GUTTER. L COST CP ell6 PGI CIIM. CWiRE TO E WLIC6 N MDE FEEL m PER ODIC YARD :SEE - - - - PERPENDICULAR �0 NWXEIE MORE sl IN j WTIWA IxPAVEO.PACE C CUR R RxP3 ME REQUIRED FOR SREwMK3 AND SIMm OEM RANGE THE WITH W V 1 y,N PLAN VIEW FLOW LE 1 IN LI PAYMENT MY E EXECUTE 57L11LIB TO THE THE WRB AMP SHAL MUCH SOENAK WIDTH. ALIEN CUM RAMPS MC USED n / y L HEROMWEE TO E E H ALL MEAD EXCEPT WIFE A LgFYT MATH .I MD im:-- 'W R/Y LINE (EXCEPT MY PAYMENT ... CAN CONUMN W MIX A SHARED USE PATH. THE MINIMUM WIT" SMALL E TALE WIN D y. �Y Y�Jf�fy":1SY1xr'1X l (NF1R�M' NW11NL3 ONO. �`------S f� EOURm FW NYHINE PAYMENT WNCX CM BF OF THE ROW WE RAM. < Ay y vN){'lTrA� Y 9'9 S'MN S x1 OEgYCO CIIMI CIA ON CATTED w WE ENTRANCE.) T. 0TTHEMAN WHIN EDUP*MANOR sxML Exrfro rK FULL worx OF THE '�,... 1 AX NR'IDI' BASK D. SERVE EDGE K REOLwED W THE IEMANYLL AT THE NET BM W THE GRANT JOINT I PM.W M i JOINT IR-I IWKAF 1K Rm/ DENIES LE Ca G IE/OYML AT TK Wr1ET DD Of TE _ _ 4. RIFAA LMM E CgDIBAIw CURB µID E R/W ELSE RASP LANDING FLOOR. �� -{ IAA WY E EMIX ERE ON Bf AT EINC SHML NOl BE CONSTRUCTED EVWC iK R/N LIE 4 dME ATE: wOTH 'O" Ta' OR N MIA1E mPBWAY EXCEPT FOR REPLACEMENT RAPOSFS. B. LOUR RAMPS HILL BE NSTALEO MO LCLANED WITHIN PEOfSTRM LPOSSWAx4 I Iy� T ROUX ON TYPICAL ED1OH. �E M SOWH W Rµ5 OR N ODEMEO BY TIE ENSNEER. CURB RASPS SHOULD T. ;i' CHNFER WY DE RW`Nm W ILL EOPFS A AIWF.C11NElf5 WIKKI A NOT BE LOCATED eExW vEXRLE STEP LAWS ucT POLE FIRE HrDRMrs DRUM IWEi3 ETC. TYPE B • -- ----- --- -- PLAN VIEW ENTRANCE NOTES B. R4VP5 MAY BE PLACED W RXgOT OR ...OF SECTIONS CN PROVIOm AHN PAR TINE WRB... IS W Go. o MTNN 1K WE C RE CROSSWALK MN PARALLEL I ,-------- 11 THE SLOPE AT rK caN1ECTON Of TK cWe f"trFENwc Is FEflff1EKLLM r0 THE CLIMB. I WITH TG E EWE LO S. MINNWHOTHE WMRMDE RASE CM3Di ADCp1wOATE THE :LAVING REQUIREMENTS OF ANTICIPATED HEAR MUCK I ..'Be POMWAT ROK TRAFFIC. iK EPTX FOR $CEWMK B CURB RMFS WITH WIFEM FLOW`- 10. DTfC1MLf wMMIW SURFACE PANELS SHML BE MTMLfO ttUSH ANTI 1u10 THE _ _ _ ,% D'PIRABOLIC WRVS (ENTRANCE ONLY( XY J1 _-_- rz xcEAEI TD r'.IEE cc-m TALE BKN K CLRB. -S ]. -� I I 1 :I UIX 1 EDGE W PAYMENT OR AM MN. D R I'm I E CUM RNPS IHT£RSECi A I WpE WAGE - 6. ELMS ME i0 INDICATE WHEN WNTM1CiDN OF A FLOW vMEC I - WTIONA FL°N LIRE B L' - D W STREET DOHiELTIIX6 THE OETELLOPLEEWA%IINGFSURfOLElSMML HAVE ,yN Y \ 1 1 LUXE IS EWA� iB PROVIDE POSTIVF IDRMNOLf ACROSS 5 _______ ___ _ USE L �� AFRCTWr RA0U50RRE THE BACK OF OW SEE GE:DHASPAGE _ _____ _ _ 0 _____ AS . iK EHTRMLE. MMDZK O7 FORTO THHWG( DF NSFK LAIN CDET CTAABLE WARINRSNPNE5 50t NTI -�H - I.MYIINE EAMWAY -ROLE]IANDD W F cs Dx A RADAR. 4. NN I : Bx uAX. m o ]. THE DEBATABLE AND HESMASH&I_C ETEME ENTRANCE CnlHcfs Ai X R" HIGHER lXM W/BE [NMOE YY' MF LISim N O ALOWIRE LINABLE CAME R\ EWE °i PAVEKNi . D }C �Ei*HMELSSE VALUES ME NOT MPLILIPLE i0 STEEL ATM%,SAME N TOP W CASK FRONT VIEW AN YO'MNWM FW TYPE C SIDE VIEW cONERDAL ENTRANCE INTERSECTION NOTES PARALLEL & PERPENDICULAR LRINDATEp CWE 1 - e„-SP'cc 0coo A00°D °D°°D°OC. DDODD DO°DD DD LAmW RAMP 4 - D 0 0 D D D 0 0° D 0 0 D 0 0 -T' D D DD D DD D O DO 0 D 00 00000lool0000Oo o0oO0 oODoo000O0 o� BLlx0RFD T°G aA9�OMAB VAEFL W N0 UEli MP m SEE0E IL PAY INSTALLED LE A RADIUS USDETECTABTRUNCATEDDETAIL DOME DETECTABLE WARNING DETNL TYPE B PARALLEL APPLICATION RON LAY GRADE MINIMUM NAWIE /EXIT% RRBERT ,. cum 6- CURB D 6 1 5 ] a I 6 ° 6 A D N 6 y FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE D $ I FILL SLOE W 1 PLL EdE 2.1 0 b D 3 I FLL aaE TAX Fu SECS Y.1 0 b MAGEMMERE ONE DAL. EHDWNL MARC YNroS FOR EACH NWDHY FK CUBIC TOM. cdIOCIE aK DBE FWN'NL a9C YMOS NCIEFY FW EACH MaWNM qE WE D MIS. EIE ML MVNM1 OCD YMOS RXXIFA4E POR °K" MOROXk Wf aAxe M. OICICR OIF DEL POWNL MIRE YMN NOC/SE FW EACH JL . WE clMc ml A• KP Lm9 -z a- •• s•- a 4°•• 1 -la• yM LAM LmY a-6• Y L I.uz LAN W-Y' 0'-4• r r- •- z6x I 1 O'-4 6•- R- vzR 1 a- " n- •• •-0• '_ •' B6R9 II.R W_W T_6 .. IL]3B W-Y• N" 0'-4• U'-YY 1R.OID ]NO lT.xl a- 1 H.543 Sll1 d- ]F VY r '-T' N.A. SER A.MS ii1l'. D,-0• P- •• PY'. I AON 'I'M 4A33 - a ]S• n-o^ tr-e•• ns a.nl m.rm A M'- 4. zLeR3 4.ew - - tr-T 1W-HY 1.14 W. 24.IT OArA W. • Y3,]SS ORION YSAYF SAN - FO" M'-B• ]0�Y' SAm AS L9]Y 0 m' ZS.MO I.0]B 30. I.NS 90- DW 2r-E^ 1tl3 ..M LID( a-D' E• 3L♦m Wdyfi 36.0W e1E a3 8. CFI15 US° FOR STREET CONNECTIONS. THE ID CONSTRICT GAME CHANCES WITH A FINANCE CURVE. COMMWHE CNSHOOT H MAST BE DESIGNED IN KWROMR NTX ANxrO PRICY Mo THE MWucMLE RmwEEms SECTION A - A OF THE VDOr RANI CMANIAS NCLIDMsrOPRxc RWr DRTMCE ND A VALUE REOUNEKMS. 9. WTCNAL MINT REOURE WMPIXE OF A F GOTTA ,ROOMNAX OF OUTER i0 PROVIDE POSITIVE MANAGE KRXS ME "T"AMO ION. ALLOWABLE ENTRANCE GRADE CHANGES Cl/SS N iT ll? IRLs.M - C H ETE , SECTION C-C W ENTRANCE DRAW NOT A°RICABLE TO STREET CONNECTIONS ENIPMCE VWLK GAME. LXMICE D' OESR/SLE YYMU4 TOx MOC TOM voo vPo ox sY NmMY 500.10W VIO 5]Y BY L°N LES iXY1500 VPp SBY 0i .I... SCC BMy X «s.,x^c 1• 2 �t CAMEX BS P U., C-C 4.-q. SECTION A -A 4. E NOTE b 6 1 .AGE . ]. STEPS. SEE NOTE 9. A WEEP . MY EE ATE A y. G-C E. A WTIONA EXACT, I I 0 HENMMMESNw ONRI& MINDY EPTx 00 V We N-0•. INW W E H M E 20•- . FW NETS LOSTRM e• LIE srMOMO ol-,A 3163C. 11E X ONNSW s p m rN nMOA/M° MO sKIYm W TK RMs NLL E NENLPEO PMW TxE NVgtT OF THE OVERALL PPE TO THE TOR OF THE SIRYCrINE RM x oLENsas ARE MPROwprz MY FEW FSIEIATW FU.P MD THE ACOM D9EMlLNy 5"NL He DETERMINED, SY THE CWIR.ICTIIR FARM, MUSH CgMKK6. ARM sPECPED W THE RIM THE MVWT 6 TO N KN6MCE WIT" "MEMO 5-L COS E FI .. AND PLACING ALL "TERMS, We E, To We SxMNe 5 To E ICLDE0 THE BO PRSE FW WE sTR RFUM. N THE EVENT THE NVESI W THE WTFtLL PPE 6 MiET TNW % BOTTW OF TK SIIeLRIC iK NVWT W TK $1RCTIH SALMI E MIMEO NM cE1xIT 4gSM TO REVEM STMY'FIG OR MO W WATER N llE sTRD1YE. THE OUST W FLNRSIW AND RMW ML WTWMS NSOrtN TO THE 6nMRx' N TO E ,CURE° x TIE yS PRCE FW TK STAN E. STEPS ME WEOUME➢. ZA WINS SE nM0/ID ST-t . ITEM W. E RCCNT W CNT-N-RACE. N4 S r SMOOTH DECADES AT MPWWATELY DY DEC TD W RACED N ALL AJEM .. TO MRRFJ WDAETE TO PERRY SETTLEMENT. N LEM T DOWELS A R' x 4•• NOTCH WY E .i .. GTE TMDA.® r-°I-°.4 FW NTE. OUSEL 3• q"ETER WEEP HOM To E LOCATED TO WADI SPHEIACNE M.LTERM- WEEP NM W OTLVMff SrER NE, YW WAS dYErfll O.OI' MAST 4 YTHI xANG ARM COIN MLWRPD TIILET ro TK OUTSIDE W THE SARI ... I VAR. VAR. Yv. NL EEPONMJC S SOUL N A Mt WVER E S•. Id NL REIiLEER Slm TD E OR OUEN E NL WEIAIM T S. A GtlT-n P CdYRTE B To E CL N DINMARNW ..I WNfEIE 5 TO E M LENGTH OF PLURAL BUREAU." EVERY CAI M WARNING) Ad '�K nNIrO WAV IA If EXAMINE Wt(DR M RANT 5 USD IT 5 T O E ICIID, ALL . n. V ID E A LNLW W 40 DIMETE15 Hm'I. I& FW RANI NEW T PACT SE STANDARD d-M 31 x. H. WMNIM yNOWN ME FOR I NUS W E. TYPE. FOR NETS E DREIT FR rEPTX M1 W LONER SAT ILA NWEETS NXN" PEA FOOT WT E .. THE MPAM CF CONCRETE ND STEEL MANAGED T PINES WSr E EdILhT LO WTMI 1NIF gIM11NES d. FDA MNER Cr SATs AEG wg m AND LEIDTNS SE .I 1W.N. At FW ESLMTd1 MD LOGAMA DF WCMAAI L ME WEEF M.N. ". FW ML ETAS p�ry�5, ND MPMD DAM MOVE Tf5 LE sE ST/IDIAD d-M $ x. STEDIILE OF ADWORCINO STEEL WAS N RASE N BYi3 V 1D. IDLM Wo. IERGTx ND. LExOix EOQ RFp0. REO'0. 4NOhD 3'ti• 4.1.1 S-R•, N H-1•-♦" T "' . a• < T N BM M FMI CMCFA ♦ 95 1M X1 RN:" NT n- CANER SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 6' DEPTH INLET xIAEMPTITs Ta IE ADDED FOR EACH ADOITIOIIAL FOOT OF LENGTH " L Cd1C1ClE ERR WMCIE ETEL .Y o n Oaz N OAP LT.E HYPE WEWSW L REMPdDC10 EE MTC ST[R CONCRETE P � 4• PAN J.i, E'-0• MI �VOOT STANDARD CURB DROP INLET ROAD OF BIDE sY" DA LET 1 E 1 EMRW DATE 12" - 30" PIPE: DEPTH (H) 8' TO 20' 23 - NR GFPMILE"r W 1Rn6WWTAIPJN ]W Yµ. tl-0" I- WAN W-° I.... NO NO FpH DA' "A S XR-1 R�" D.C.j'," NPS RPE RCKET WML DETNA III EK AMM4 ,rI AT 1^1 RRvks Wr EZOEEWc L,, YM. x AEI. 1`3' PWIS : Y w. HIS 13.3]5- 3GA SCOMI UE M PIPE Eixwc wAL RMLs :z" Mw. ITS Lz ns"OOI SOEDVLE 40 WE F%PMENK JOINT ..I$ :11 - MIH. NPS 11.°5" 00.) SCHEDULE 40 RPE, w.SOL. STEEL ..IN BOUND A HR-1 TYPE II PEDESTRIAN RAILING HFOR USE READ SEWAK$ AND FM3I SEE ROAOWAv PLUMS T' min. L OR TYPICM ACTIONS 11' FW DISIME 10 1'/i' 1P5 SCXEDILLE 40 R SIDEWALK W SHARED GPVRNG RML USE PATH. ..'A. E.M0I YN pL SOLD $ E6 $MWiN RTuxD ROD CONCRETE SOOTING TO E DESIGNED BALED an PING RAIL DETAIL MXL CWwT. z" R BDLTs vW USE &ONG SIDEWALKS AND MARS( " MAPPING RAIL SHALL BE INSTALLED WHEN E SIDEWALK W RMP GRADES Aff EWk EARTH FOUNDATION DETAIL TO OR G EATERBE THAN PERCENT. TO THE Gs Poi IFW UME WITH TYPE.. IERMIIGS) E RYLW, NM. S'-b'��NA Ne" O.C. �• IP9 MR Rf#i r4" r." r4" I I I RM IXPBS]N JOINTS AT MCI WT EXCECONE 3- YAc 3O FEET . 'DE PO515 ETMN. WML ROCS ExpA1SW JDxT POETS:jA : z" w. xps Iz.Sm aO.15GEL : R" YIN. KS IR]T5" ORD, SCKDI CLAIM(USES-O.D.)XK W CLAIM SOD STEEL MAJOR `VAT mM Bo S6WE s1MOARos A GORY OF THE OdOWL ssum AND sIGAED WAXRNc 5 W ME N THE CENTRAL OEIO. CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) VAGINA DEPATTM T OF TRANSPORTATION sPEFIuiOu EFEENDE sPECIFC/,TIW DEER ME STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS OS 42" - 96" CIRCULAR PIPES ]Oi NRGNA DEMrEII! BE 1RM6D?ATIW V ��' ROAD MS MDE sTNDATW ""E`FOERENLEW METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) VIRGINIA DEPARTMENT OF TRANSPORTATION V�r spfOFIG mM MD RRDW s1MDATW °SERE REMKLM DATE SHEET I Or I zD.T°a BROW zwM .. SHOOT T or s Re G N ogrf 04n$ sos MEN EWsw NTE sxRT 1 W 1 ypz zwA1 Dtn II m PIPE 40 PER R. ALL MALMO WIpONNTS AND FASTENERS SMALL E GAVMIEED IF MCORONILE WITH THE WR6]IT RGM AND BRINE SPECEICATdK. 1° KNEVE A UWCIM CONING ON ML SURFACES VENTING MD DRAINAGE ALES EW WLVMENG SXML BE W WDEO IN THE SMP WAWNGs. 3. ALL FNTEAERS SMALL BE N ACCORDANCE WITH ABLY NO], NTM NNT.MD NTY FN4. AL MEANT BELTS S"ML E IN KWROAVCE WITH MSHTO M314,WME 3B 4. A DHEMICK M M STEM rRW VWT'S M Wm IMTFRk usr AT E NED IN LEAS C CAST IN RIDE MOMS AND SMALL BE wauOfO w HE sNW DRAYINW. s. AND STEPS. SIWL BE NTLRm i0 uAicN 4PAE OY RAPS. 51CfwAKs, MO TEPs. S. "MNAMS SOUL: NOW WALL E RMP$ SEWMN$ AND STEPS. T. AL P°51S M.L ELDERS TIED ND SET RCM°. B. RNLNSH T 9E CONDUCTED MD fTO AM IN ACCORDANCE GROUND NG MATE NSrMLATION TO E IN ACL WGNILE WITH UM STD. FE-1 ° OF DEDUGUMVAD PMRILNNO"THE WILLING. WCUMENTgIIW FIRM IE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ME AT WITH E RMUNG SYSTEM SILL BE SUBMITTED ACTH THE INSTMLATMN UNITIES M° APPROVED T THE ENGINEER N ACCORDANCE NTH NOTE 1. Y, HANDRAIL TO E IN ACCORDANCE WITH rK LATEST EDITION OF THE VIRGINIA UNIFORM STATEME WILDING CODE. METHOD VOF LOCATING AND ERECTING EWEWL NAMIIA DEPARTMENT OF TRMS"ORTATION ]/11 SCOTT/R. CB'LILINS� Lic. No. 035791,'n p 7/12/21�4 O, ' `SInXTAT. 0 ZLUD. Z O_ L Z Z O - � E to Q IF O y UE)^� U W F- L Z [ 4 H [L ` E `J I W C C C --I W N N N 0 01 v n 0 IN- '0 z MY•R� VJ N IIIIIIIIIIIIIIIIIIIIIIIIIII am IQ- N C) M N W N W >_ W J ftf�= U) L9 , 0/'x/ 0L 2 z U W w Ul5 U) LU WN z I L f� UA) f� LLJ f� (�� (D C) 0CD N U z < 1._L 0 Q O I-1 F1 LU Q IZ I Q J 1 1�1 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 (June 27, 2019) 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. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 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. i3. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. i5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, -.- VARIES WATER SEWER 3 0 d z LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & 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 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA -� STREET SURFACE OR NON -PAVED AREA V-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ' VARIES DEPTH FLOW FILLETS L CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING--='�-- ' SEWER.� A FILLETED INVERT OR A SMOOTH "° _•6•" 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL e,ga" I B„ INITIAL BACKFlLL 824' IN 81, MIN MIN. IN. MIN. 6" BEDDING `L`"`' _• #68 STONE • STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 8" 4 1 INITIAL BACKFlLL 4 MI 8" B" B•' SOIL\ MIN. MIN. MIN MIN.. #68 STONE RANULAR FILL AS >�-'--G -- -- APPROVED \�BY ACSA \ l I aCK� 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 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS, er: SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS `•°• SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY MANUFACTURER BETWEEN EXISTING PIPE SAW CUT TO FIT PIPE ., PI AND STONE BEDDING OUTSIDE DIAMATER e , PLUS 6". 12" THICK VDOT �. B"xe"xt 6" AND 4"x8"xi 6" ` No. 88 STONE BEDDING SOUL) CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE I II IIIIIIr II Ir1111111111r1111r1111 rI.rIIIII1111111111111r IIIIIIIIIII II IIIIIII III IIIII III IIIIIIIIIIIIIIII IIrrll111111 MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A AROUND PSI CONCRETE N-S OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH l' FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0" BEYOND BASE ` OF STRUCTURE # BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,DOO PSI CONCRETE BASE FOUNDATION SECTION VIEW Innlll ................1nnn1111111 a....II1.nn111nurlun,nn...... 1.. 1.. n 1 r 11, 1111 I I r I I I In I III, NOTES: I. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TD-26 � t 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN r- 2" BRANCH FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE - CONNECTION " BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B ID-27 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 1.60 2.00 250 O.tO 90 3.66 3.16 3.21 0.48 45 2.68 2.88 2.77 0.28 B" 22 i/2 1.68 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.76 2.67 O.t3 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 i/2 2.33 2.58 2.8fi 0.24 11 1/4 1.83 2.33 2.84 0.18 � 8' MIN (2701 7 CU. FT. #66 STONES 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBEC A HYDRANT IS LOCATED IN A TO POURING CONCRETE, A S7 BE USED AS ADDITIONAL SUP NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES ---�2' TO 10' - 6" GATE •, I VALVE N RESTRAINED JOINT FITTINGS ADDITION SHALL NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 t/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. 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 �qE Mu iY E E L. w= tvE G' o E� L-f-It Sa vW � 8 � cL PEEN aE$EUo E m �uxyyg F m = E ow E�. E E Niu Ism p u E \E �m O I I a a p �w A o F w n,�. Nu Nu N� m N O O TYPICAL MANHOLE FRAME &COVER N.T.S FIG S-I-D TD-31 Top View 6" MINIMUM --►I NOTE: RESTRAINED JOINT FITTINGS. X 6" 42 Minimum Cartlilcation of 95R compaction required i1 Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA. a n 4' ° a I Side Ia � .. I 4" MINIMUM SCOTT /R. I^O•I,LINS'ZI Lic. No. 0357911J� p 7/12/21 O�Slnfrnt. �`��1�Up co [� z O a F- - C ZW= � � O z ¢ 2 45' O z o u \ tl tl W a a u u TYPICAL THRUST BLOCK IN FILL AREA NTS 104 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. FINISHED GRADE -\ II � ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA THRUST BLOCK '.,d e .. •a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE TYPICAL GATE VALVE NTS FIG. w-s TD-9 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 6"MIN INTIAL BACKFlLL* EMBEDMENT 6 LIFTS (THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER N0. 68 STONE HAUNCHING BEDDING 6" max 4" min OUNDATION (SMALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAYED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 ID-34 � N Q O I �1 N I --I w WCY) N (,f) N Q W >_ W � Z J ` JOB NO. 182150 SCALE N/A SHEET NO. 10 ZI V A V A\ TMPo 600-00-oo-oz8�z CHARLES R. HAIJGH- V &E.J.oGLE56v-JR. I // � EXISTING V A o A V D.B.5492, PG.476 V A VAS \ \ S-45ACRE5 EXISTING POLO GROUNDS ROAD/ PHASE I -IMPROVEMENTS -BEGIIN PHASE 2 POLO GROUNDS ROAD CONSTRUCTION - STA. 14+90 1333, P. qso zg.gz ACRES STM_ B5z EXISTING STREAM ---'�' � / � i� i� ��� •��� ij�/�'� i i/i��� i/ y 0 5 O Q I i 26+0 _ _— O GROUNDS ROAD �C`--'_ 2r�+00 - / - __ STATE ROUTE 643 POLO GROUNDS _ �--- / -- — — —� v vim ---ate v�--'� STREAM � I w Z'_ W I TL LL] LLJ / dk \ /// A 1 I V 1 V A A\ V vv//v vv �v— // ur) STM-A62 - STMA61-_- 77 - - -_ _392 \ \\ \a %//�\ \ 1 I \ \\ ` /' /� / / / // /^\ \ \\ --- / w \Tiv]P oy600-oo-ao-o-i8Ao.-- 386 \ \ 1 I I \ \ \ II \ \ CHARLE9 R:&ELIZABETH ANN \ \ \ \\ \ OGLESBY HAUGN Lic. No. 035791 7/12/21 / .- 24+50 P - STATE ROUTE 643 POL _ MPH - -_—_ �"- _-- - --- - -- ��- M_ - — ' i i i i/� i ii --VAR. WIDTH, SPEED LIMIT-35 _ - r — -\ �4}p0 - _ - VAR. WIDTH, PROPOSERS EED LIMIT=35 MPH_ _ _ — — — — — — — — / - s_ / -- D.B.481P. z63 - 23+50 / - EXISTING2g�o p - +oo h T 2+ o SIB _ 2$ 51 - - _ , - -22+00 2-5- - ®. 0 ®� ®® ®� / , ; - \ \ PAVEMENT TO REMAIN / ®�� - \ \� ?Y� �� - - _ - _ _ - - - - - - / 4 , %% � uui m ® -- ® 0 M- +O®��`�_�\=_a.`��_ �-----_--_.— __------_ //��=//ii w e - S 215 - 0.�. '\ - I �� ® ` ®O� \ ` ` SO 3>_ <`— __ ----- \T /_/i_� �� \ - / g z /®®o i v® v _ v / i % 21+00 - - - - ®� \ EXISTING POLO GROUNDS ROAD ® r STM A6o \ \ EXISTING GUARDRAIL /' / / - \ \ \ - - _- - - _ - _ _ — -- _ / / / / - '' %'i , ,_ / '� ' -�-," 9� / �® - - - \ PHASE I IMPROVEMENTS_ - - 0 ® \ \ \ TO REMAIN ' / / - oo - - - - i =-_- - _- / \� 380 _% ; �� - }o Fn r= _ - ' _ \ / ® \ - \ \ \ \ \ EXISTING GUARDRAIL- 30, �3 -�_ - -- - (/ \ / / 31 0 / O �' - — a_ - - -- / \ - / \ \ \ ®°--�- - / / / / / \ \ \ _ -TO REMAIN \ \\\\ >7� - � STM B 2 = k '� , = /' �'. > z. ® \ ® / / / / / \ \ \ \ \ _ _ \ 3ox - - _ - _ 4 _ _ - EXISTING STREAM, y d 6+50 i/ I A w - - / / l— l-���—\��— �_ r \� ®\ EXISTING too -YEAR FLOODPLAIN (TYPJ �4 ram' -- / - a o \\ ® - EXISTING EDGE OF _ 31xOp _ �� 6 36}0 - - / - - — — v A - / / / \ PAVEMENTTO REMAIN' - I \ — V A A / / / \ — — _ V ®� A .31} \ ..'v'.�'^"+�.+,�.4-w _ i 6}SO \ ® q .32+pCe 0+0 0Lu 05ar \ 2+50 4+5 STM-B5o 43POLO R UN33+50 34+00 sk�aAR. 0SROAD�H, PROOSE -0�SPEED LIMIT_35MPH 00 -a-0,NOTES: 46 v_- -- - - - / \ ✓ 1. ALL FILL TO BE PLACED AT 95% COMPACTION -NOTE: ALL ROADWAY EMBANKMENT -MATERIAL / 2. MINIMUM 3.5' OF COVER MUSTBE MAINTAINED OVER W/L. SHALL CONSIST OF SOIL AND BE PLACED IN NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN COVER CAN.BE REDUCED TO 3.0' OVER W/L AT LOCATION \ _ _ - _ - _ _ - �35�' _ = / / / / / / GRAPHIC SCALE_- - " AGGREGATE SIZE NO. z�, OR 26 AGGREGATE BASE MATERIAL OF PEDESTRIAN CROSSING \ - - - - - ' XISTING ioo-YEAR FLOODPLAIN (TYPJ, SUCCESSIVE UNIFORM tAY�RS -NOT MORE THAN 8 ziA OR ziB, PLOWABLE FILL, OR CRUSHED GLASS - 3 MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM - - — -_-_CROCKETTCORPORATION / so / o zs so 00 '_ -; _ , zw' - - - - - - -- TW04600-oo-oo-oiSCo - w F •- N 1iVEHBS IN THICKNESS BEFORE COMPACTION OVER CONFORMING TO THE SIZE REQUIREMENTS, FOR CRUSHER SEWER & W/LAND 3.5'-OF SEPARATIb1V BETWEEN W/L & - - _ - - - - - - - - - 6eE� THE ENTIRE ROADBED -AREA IN ACCORDANCE -WITH" RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND SANITARY SEWER MUST BE PROVIDED. MINIMUM OF 0.5' - - - - - - - - ' DB 624, PG 193 / / VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04 BRIDGE SPECIFICATIONS, SECTION 3AD2.03G. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN / - - N/ �ATERLINE AND PEDESTRIAN TUNNEL. e) - - - - - � ` / ; - - - ; ; _ ���n = 5 ft,_-- - _ 390 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 N N PVI EL V: 376.71 PVI STA: 3 PVI ELEV: 42 54 PT. STA: 2 +82.84 PV ELEV: 363.o7HIGH K: 2 35 75.73 K: 94-58 + + m LVC 87.20 : 39 1 VC:45o.0o LN° L °N° Lu m LVC:11 .o0 PVI STA: 33 6. o 3 o a N Ln m v U a ^ ^ O O OD PVI ELEV: 6 3 .z8 LOW T. STA: z1+54 4 ID LOW PT ELEV: 3633 rn m w W m rn 00 m O) 74 K: 1.2380 ++ N U N o , .. LVC:14o. o '1 Vl . M W M m w --- a__ w mLu W m W _-- 1.5g� — _ m w + M m _ M W > W v -0•53 o L 375 ----- — > m w ?. O o u, m m 0 �6 + M 370 m Li.i > i V '\-EXISTING o- GRADE (TYP.) - - -.- - 365 ' - / N PROPOSED 3o" 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 ILL] 0 2.5 5 10 o STORM SEWER CROSSING Lu 355 Lu Ln - - - Q ) ( IN FEETLu = 1 inch = 5 f . � a Z 1 0 Lu 350 m HORIZONTAL GRAP 41C SCALE Z 0 25 50 00 00 V ( IN FEET ) Q 345 1 inch = 50 f . 340 335 I� n m W O S 'i O tp Lp O rl OJ N W m tD O Vl .� O m l0 O L/) N S 00 m 1 M <D N <D N <D M LD .t LD In l0 OD m H n n t\ n 00 n 00 n n n ko n LD n w I` V1 n M n N n O n m W OD �0 1_� W n I l0 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+SO 35+00 35+So L9 z w ul z Ci7 co C) N 1 N C:) C>7 N N Lu J J Lu Q U 1 L LJ D F_ Lu Lu C0 H Lu Q (D C:) O N ° 0 "Me Q � J U Q ° ° 3 U 0 n H � n W Q a O Q � 0 ^ o V I ° ' Q ° 0 z N o ,.,0 O cn ltQ1 .� V `o Q o t 3 z J ::D O U O0 LL °' Lu J O ILL o J O°' p OL 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:i"=5o' POLO GROUNDS ROAD PROFILE ° SHEET NO. o �s \ \/-�/ /f /w ��W ✓ � w� w/ � � // // / / // / / / I/ I / I / /\ \ I � \�\ 1 \ I v, \ a l \ - A\ -\� - x-�w�/ww /iW/IW//WWW////www//IwWC✓ /�/ WWWWW/// Ww.w/�✓ /Ww / .�l✓/JWW/ � /,i.✓ />/ Ww`/ / /%� WWW / /// // WwW////./ . wiW�/WWW / /�WWWWw/o/��.Ww%w� �jy�w/.W:�.,. �`W�".� ®. �i:wWww d' / '�Gw/wW��...� WW�`/�® /`. 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PRLLOPERTY F k C ST _ -x W w' W W/4 o W _ _ _ _ _ _ _ _ _ STM-B33 /-_ / � ice_ •� st.®>;b 7 6�� W _ W � 25 50 100 200 Z w ' 5 5 � w 1 - - -- - -- -_ III I I I 1 I(\IN fEkT\ C)Ll a_ C W // �- STB 1 .'/.'.`.'.'.' ` % I \ \ 1\inch �0 ft, - a - in / / \ \ \ 0 +So - nJ io Lu -- --- -- AD IN 11 _ __ - 1+00 4i+50 42+00 D IP N ONTc MERY RIDGE OWNERS ASSOCIATION INC PROPOSE ROAD STR N - - ® 35+00 35+So 6+00 - _ - - --�---40+00- 40+5° 4 4z+5° 43+00 F �� ___ / 6 1 - 1 \ �,�C'�\ v \ I I Cl0WILLIAMJDALTON ` - - - -- o- 3 36+5p +oo + ®®®1 8+ o 39+00-- -- 39+So - - \ 43+ o ��� �® �- c Boo _ _ ®o= ES Lu 37 i �37 50� 0 o 0 C38+oos 3 5 -6- - - - 5 F _ i-,�• �' V A-� - V A \ V 1 TMPo46-ACRoo-000Ao c v C v - --- - - �- _ � - -_- -_- _ _ _ - --o- ,-� _--- - _ E:ROUTE 6 POLO GROUNDS ROADS - 3c M-B3 - STAT �O�TE 643 POLO GROUND 44+00 - - ���- A A \ \ \ V A V A \ \A A` r, DB 4mz PG 472 -- -- u -�, - STATE 43 , ROAD= 44+ 4?+Op n ROCKET �� - - - - -- ®- , R. W IDTH, PROPOSED SPEED LIMIT=35NPH` / / 34 V A -50', SPEED LIMIT_ $O - o �ORP R / .r D.B. 481 P. - 460. O -- - -- ---- - ( /- v 50 -m .� �� w A .. TIE IN TO EXISTING 6 EXISTING GUARDRAIL - - - - -� - - \ V v o.00 gTjO / ' - - _ _ - - _ - - a STM-Bz V v yv EDGE OF PAVEMENT c Og6�q�F ogCON / - ------------- �'= -- PROPOSED ROAD STRIPING / �� / `� \ \ �c�l / 7-�., 46+po T B3 - / i � _ - - - TO REMAIN- - - - - - - PROPOSED DUAL x RC BOX CULVERT \ \ /ti I 1 �\ \ \ ® 47+ i - - STM B6o 47+So z EXISTING EDGE OF ST / \ \ EXISTING GUARDRAIL EXISTING EDGE OF T " 'VAR. ATf OU / - - - - - - - PAVEMENT TO REMAIN \\= STM-Bi TO REMAIN / iviD Tf64 f 48+pp - - - - - PAVEME O REMAI I - .1 ps °Lo - _ p,,\ I \ POSE GRO- -- - - - EXISTING STREAM - -- --- \ -- - - - \. \\ \ cT \\ \ \ ® � DSPEF MNOSR 48+So _ VA �A CROCKETY CORPORATION \ \ \� \ \ Q rn OLI T p .� .� 1 v v EXISTING EDGE OF sMPH� \ r r4 XISTING STREAK PAVEMENT TO REMAIN TMP o46ao-oo-oo-m8Co 'i eSTM-B70 \ \ \ - 1 -=-- --- -- 79.yo ACRES - -_ - --- EXISTING DB 4,PG193 A A \ ARDRAIL -_- -- - ----- RE --- / O MAIN \\� \ EXISTING EDGE OF PAVEMENT TO REMAIN � \ 390 r li.l � V > W NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL C ONSIST OF SOIL AND BE PLACED IN SUCCES SIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES N THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBE D AREA IN ACCORDANCE WITH VDOT z zo ROAD AND BRIDGE SF ECIFICATIO 303.04 0. NOTE: CLASS I 13ACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR z , AGGREGATE BASE MATERIAL SIZE 21A OR zi , FLOWABLE FI L, OR CRUSHED GLASS CONFORMING O THE SIZE REQUIREMENTS FOR CRUSHER R AN BRIDGE SPECIFI ATIONS, SECTION 302.03G. PVI STA:I37+5o.00 PVI ELEay: 363.68 K:1 6.ro 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. COVER 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 5' OF SEPARATION BETWEEN W/L & SANITARY SEWER M ST BE PROVIDED MINIMUM OF o.5' VERTICAL SEPARATI N SHALL BE ROVIDED BE EEN WATERLINE AND PE ESTRIAN TUNNEL. PROPOSED DUAL 5'xS' RC BOX CULVERT CROSSING I STA: 41+z5. 7 'I ELEV: 346.8 K: 37.46 LVC: z6o.00 'PT ELEV: 148.92 VERTICA� GRAPHf SCALE 2.5 IN FEET ) 1 inch = 5 25 EO 1 ( IN FEET ) 1 inch = 50 W V W PROPOSED 15" RCP KSTORM SEWER CROSSING PROPOSED PEDESTRIAN TUNNEL CROSSING 70H) x io'(W) RC BOX CULVERT 385 375 PVI STA: 45+ 7-57 / PVI ELEV: 3t 7.00 K: 67.34 o 370 / i5o. o / 00 HkD Ln + m + 0 Lij Li/ ° 365 > m > W / / Ln / / O / / 36o PROPOSED (z) 3o" R( CULVERT CROSSING EXISTING zi" DIP SANITARY SEWER CROSSING G GRADE (TYP.) DD M .t M rl 1� Lfl N lJ CO CO I� rl I I l0 W O M Vl tD W 'i M 1� O N N I� ,0 Vl .t N rl O W w It N rl u M 00 of O rl N M It tD m Ol H 1.0 ,0 w ,0 t0 `0 l0 vt L(1 l(1 l(1 Ln S S �t l(1 l(1 l!1 In l(1 V1 ll1 Lc 1.0 1.0 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 0 355 350 345 340 335 ° a 7 z tj a) Q J" U Z M o N Q ° a�F / 0 V 1(yY vi 0 1 � H ° n p) LU C o W N Q Q Q = O W > ^ o Lu V I Z-j t J\ vo z N '/ Q J ° - Lu O ® ° n Q .� L9 O Uf U J Q O ° ^^t [If 3 z Jz 0- .� U U O w Y V Lu o J � w ~ J O ul OL C F- z Z U Q Lu M w w Z OZ HW c0 � Z J F Lu F- 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: 0 H:i"=5o' ° SHEET NO. o 0 12 L TH 0 385 C, SCOTT R. LINS'Z L� Lic. No. 035791 7/12/21 �4 IONAL EGGS w z z z z w 375 z 0 F° Z W N o ° AV U L Q 3 Z °z (1 J F k o IA � m L PROPOSED 24" RCPVI ° Z L W Z O z 0 z O o u O ~ J 3 Z Lu L Y u W O m > Q Ce o W W a i W N 0 ° U W � O O Ln 0 r U W N N i rjrj U O N 0 0 z Q ti J M zM Q rn N Q ° 00 00 00 00 O 3 H� a 24+5o 25+00 zS+So 26+oo 26+50 27+00 27+50 28+00 28+5o 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 N W o WATERLINE'F' PROFILE N Q a YZ > NOTE: ALL ROADWAY EMBANKMENT MATERIAL Lu SHALL CONSIST OF SOIL AND BE PLACED IN J SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 J Lu INCHES IN THICKNESS BEFORE COMPACTION OVER 5; Q J ° THE ENTIRE ROADBED AREA IN ACCORDANCE WITH LLJ Q LL VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04 � Q� O s H a NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN 0 0 AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL LLJ 3 SIZE ziA OR 21B, FLOWABLE FILL, OR CRUSHED GLASS z 7 s CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER = Z RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND J BRIDGE SPECIFICATIONS, SECTION 3oz.o3G. U O o 1 /�n� w NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. EA LLI Q ° 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 MBLY J > E OF PEDESTRIAN CROSSING. O 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM o SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & F_ z SANITARY SEWER MUST BE PROVIDED. MINIMUM OFo.5' 7 z DIP W 1 VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN R CROSSING w w WATERLINE AND PEDESTRIAN TUNNEL. M z Z u I 0L — co W VERTICAL GRAPHIC SCALE '' 1 5 0 2.5 5 10 2!)Fr J Lu ° ( IN FEET ) mj a � o 1 inch = 5 ft. O Lu O HORIZONTAL GRAPHIC SCALE 0 N s 50 0 25 50 100 200 (� W J N ( IN FEET ) w I inch = 50 11. a to °o 38+oo 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. 0 H:i"=5o' 0 SHEET NO. a 13 L 380 PROPOSED AIR -RELEASE VALVE EXISTING GRA:�(T YP.)- ' PROPOSED 30" RCP STORM SEWER CROSSING -�-- 37o FILL (TYP.) i i.o' ` ROPOSED GRADE (TYP.) \ \ � PROPOSED iz" CL. 5z DI WATERLINE 365 1 ROPOSED iz" G.V. STORM SEWER CROSSING -_ 1.O' REMOVE PLUG &TIE -INTO PROPOSED EXISTING DI WATERLINE YDRANTASSEMBLY -- w/ iz"x6" TEE , 36Q MIN. PROPOSED 30" RCP PROPOSED FIRE STORM SEWER CROSSING HYDRANT ASSEMBLY w/ iz"x6" TEE 355 PROPOSED iz" G.V. PROPOSED iz" CL. 5z DI WATERLINE W = � 35o w u� � 2� ~ 345 - Lu-= V I , Lu � 34o Z = 335 a'_ tD � N I� W n N l(1 M W ~ 'i M Vl n � 1p M M °p ci O � I� Ol � N N N O n � O N Lil �Y N N ri M O •i n ri O N O N V1 Op O N O n ^ O 1p l0 O lO n n \D ^ °p � Ol � O1 W �lp l^ l^ ul ^ l/1 ^ M I� N n O l0 01 l0 00 l0 n Lil n l0 l0 l0 V1 l0 M l0 N LD ri � Ol �1 M M ^ ,n M ^ M M ^ M M ^ M M ^ M M ^ M M ^ M M M M M M M M !^ M M !^+1 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 360 PROPOSED (4) iz" 45°VERTICAL BENDS TO ROUTE WATERLINE BENEATH zz" DIP SANITARY SEWER PIPE `- PROPOSE iz" 45° ,- 355 - -, HORIZONTAL BEND _ \` PROPOSED iz" CL. Sz DI WATERLINE --'� ` PROPOSED iz" iz.z5° PROPOSED PROPO VDOTE' w/ 3c PROF VDO w/ 375 36o 36o PROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) ILL (TYP.) 355 IT SEWER CROSSING PROPOSED MULM SED 21" SANITARY VDOT EW-7 ENDW SEWER CROSSING w/3o° WINGWALL 350 / 350 .5 OSED MODIFIED ' EW-7 ENDWALL / 30°WINGWALLS INV. IN=348.00 345 ��R�S ��� RLQ y6 ti°I° 345 1 go �F 00 INV. OUT=343.00 340 340 o It It m m m m 0+00 0+50 1+00 1+50 [STORM B71 - 670 PROFILE STM-641 VDOT STD. DI-313 (L=12') TP=368.25 INV IN=363.25 INV OUT=36o.42 375 FILL (TYP. ROPOSED GRADE (TYP.) ISTING GRADE (TYP.) _ 370 i 370 PROPOSED MODIFIED VDOT EW-z ENDWALL 365 365 IN=365.83 NV. 3ED MODIFIED 1.0' N-2 ENDWALL z4" RCP °WINGWALLS 17.00 LF Qa 1 .1.8% 360 PROPOSED WATERLINE 12" DI 360 CROSSING I I 74" RCP 355 I 39.00 LF @1.92% 355 NV. OUT=359.67 350 I i 350 STORM B42 - B4o PROFILE 345 345 O W 0 M 0+00 0+50 1+00 1+50 \RY IED ALL i EXISTI PR 36o STM-B31 VDOT STD. DI-313 (L=16') PROPOSED GRADE (TYP.TP=355-75 360 rINV OUT=348.83 EXISTING 12" SANITARY SEWER CROSSING 355 - - 355 NG GRADE (TYP.)- 11 PROPOSED 12" DI I / WATERLINE CROSSI 350 I 1 L 350 OPOSED VDOT STD. Es -1 I I 15" RCP 71.36 LF @ 1.16% 345 345 / I I NV. OUT=348.00 340 I 340 o M Oq rl M 111 m 0+00 0+50 1+00 1+50 STORM-631- B30 PROFILE 355 EXISTING 12" SANITARY SEWER CROSSING EXISTING GRADE (TYP.) 350 345 FILL (TYP 340 335 PROPOSED CONCRETE EN WITH 45° WING STM-B5 VDOT STD. DI-3C (L=8') TP=348 So EXISTING Gf NG 355 INV IN=342.27 STM-B4 INV IN=342.27 VDOT STD. DI-3B (L=8') VV OUT=342.17 TP=348.67 INV OUT=342.58 350 350 !ADE (TYP.) ROPOSED GRADE (TY 345 345 FILL (TYP.) 340 340 15" RCP 13.2o LF @a 2.3S% 335 335 o M M 0+00 0+50 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12'OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE zozo ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 9 FOR HDPE PIPE BEDDING INFORMATION. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. 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: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER ACCORDANCE WITH STANDARD ST-i AS FOUND IN RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE THE zozo ROAD AND BRIDGE STANDARDS. MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. STORM B4 - B5 PROFIL� 3E VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 IN FEET ) STM-B5 VDOT STD. DI-3C (L=8') TP=348.5o INV IN=342.27 ^ 360 INV IN=342.27 m INV OUT=34z.17 d m r M 00 0 1 inch = 50 it, 355 0 N m 10 mo 355 mZo STM-B311 CL Z z VDOT STD. MH PROPOSED 1z" DI TP=348,17 WATERLINE CROSSING 350 INV IN=341.42 350 INV OUT=33833 STM-Bz ---iPROPOSED GRADE (TYP.) VDOT STD. MH TP=342.50 I I \ FILL \ (TYP.) 345 INV IN=337.52 345 INV OUT=337-42 / ��f PROPOSED CONCRETE ENDWALL EXISTING GRADE (TYP. WITH 45°WING WALLS I i �5" RCP PROPOSED GRADE (TYP.)-\ 111.z3 LF @ y110/O 140 / 340 15" RCP `INV. 43 53 LF @ 1.68% IN=338.25 PROPOSED DOT STD. Es-1 I 335 i INV. OUT=336.50 i5" RCP 335 48.31 LF Qa 1.5S% I I " RCP DUAL 5'x5' RC BOX CULVERT 15 138.00 LF Qa 6.1o% I 21.45 LF Qa 3.78% 330 _ 330 / 15"RCP 330 / 42.z6 LF dal 2.23% INV. OUT=329.83 200 STM-B51 VDOT STD. DI-313 (L=6') TP=376.08 f7/12/21 INV IN=370.83 38o INV OUT=367.58 38o !Llc ROPOSED GRADE (TYPJEXISTING G ROPOSED VDOT STD. EW-1 0� 375 / ILL (TYP.) 375 o 7 NV. IN=373-17 1.0 3o" RCP 370 17.0o LF @a 13.76% 370 PROPOSED 12" DI F < WATERLINE CROSSING PROPOSED MODIFIED VDOT EW-2 ENDWALL 365 < w/ 30° WINGWALLS -' I 3o" RCP z0 56.00 LF Qa 11.75% a k 360 36o U) u 2:co W Z o cn - STM-Bg VDOT STD. DI-3C (L=8') TP=353'67 m INV IN=345.85 EiO d INV OUT=345-75 m M 00 36o m mn 0 ° 3 STM-Bio 0 0 °� i' VDOT STD. DI-313 (L=14') 0 rn� n 00 F vm Z TP=354-42 N mH Om_1n O F-0 >>a INV OUT=6Zo 420 o�> >??a 355 1n > F- i PROPOSED 6" DI WATERLINE CROSSING 350 345 Lis" RCP 47-47 LF Qa i.zo% 15 RCP 40.36 LF Qa 1.61% 15" RCP 340 58.98 LF Qa 0.97% M 00 S W 'i LO n N 41 Cq N rlco N 3�5 TORMB61-B6o ROFILE 3�5 m MM co Mm m mm mm MM Mm °4 n ^ " o 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 u N p m mi m m m m 0+00 0+50 1+00 1+50 2+00 2+50 STM-Aft 36o VDOT STD. DI-313 (L=8') TP=371-75 INV IN=362.18 375 INV OUT=362.o8 375 -PROPOSED GRADE (TYP.) FILL (TYP.) 370 ' 370 PROPOSED 1i" DI PROPOSED MODIFIED VDOT EW-z ENDWALL WATERLINE CROSSING w/ 30°WINGWALLS EXISTING GRADI �� 365 365 PROPOSED MODIFIED VDOT EW-2 ENDWALL INV. IN=364.00 w/ 30°WINGWALLS 3o" RCP 36o z3.00 LF @a 7.91% 360 3o" RCP 42.00 LF @4.95% INV. OUT= 36o.00 355 355 00 M �D M ID M v M M 0+00 0+50 1+00 1+50 STORM A62 - A60 PROFILE (TYP.) 355 EXISTING GRADE (TYP. 350 7'H x 1o'W RC BOX CULVERT 112.95 LF Qa 2.28% 345 PROPOSED CONCRETE ENDWALL WITH 45° WING WALLS 335 330 / OZ<C / INV. OUT=361.00 0 u) F- u Lu 355 355 N > a C o 00 00 LLJ u 'u c o+oo 0+50 1+00 1+50 STORM B52 - B50 PROFILE m Uw M M Q N Z Q a z Ln a o 0 rl 22 00 O r, 00 $ PROPOSED '0 ;m LuN� H m 00 GRADE (TYP.) m �360 M In + 360 •i O K? 2 >. a ,fl Q. F Z¢2»> 1nZ 355 350 345 LA Ln - z L9 T__ rn Q 0 a p 355 M � \ FILL (TYP.) M m Q XISTING GRADE (TYP.) N Q qzt CY) O PI26pVC 350 W PROPOSED (z) 30" RCP N (n CULVERTCROSSING 345 Q Ln 00 0 > //''�� a- Lu m M m m m W I J O 0+00 0+50 1+00 1+50 > U) Q O SAN-13E - SAN-1313 PROFILE T O R M B 1 o- 131 PROFILE STA:1+47 85 STA:i+g .59 RIM=355'17 RIM=35834 INV IN=347.87 FROM SAN-13C INV IN=348.16 FROM SAN-13D INV IN=349.67 FROM SAN-13E INV OUT=347.96 TO SAN-13B 36o 365 INV OUT=�t47.67 TO SAN-1:tA 355 SANITARY CROSSING PROPOSED GRADE (TYP.) PROPOSED 12" DI INV IN=347.171 WATERLINE CROSSING 350 EX. INV IN- 1 EX. INV OUT= PROPOSED CONCRETE ENDWALL WITH 45° WI 345 WALLS 340 - 340 INV. OUT=337-42 INV. I N=340.00 NOTE: PER VDOT ROAD AND BRIDGE SPECIFICATION 335 SECTION 520.03(b), 8" MINIMUM EXCAVATION AND BEDDING MATERIAL SHALL BE PROVIDED BENEATH THE PROPOSED PEDESTRIAN TUNNEL STRUCTURE of N ko d 6 d 6 m m M M M M 0+00 0+50 1+00 1+50 2+00 2+50 V � �� o cn � EX-SAN-17 J Q J STA:4+17.32 EX. RIM=356.13 � Q z EX. INV IN=349.82 (12" DIP) _ � D EX. INV IN=348.93 (21" DIP) 0 O?S EX. INV OUT=348.83 (21" DIP) 365 SAN-13A SAN-i3D STA:0+93.17 STA:4+og. z8 RIM=354 25 RIM-356.00 INV IN=347-56 FROM SAN-13B INV IN=348.8o FROM EX-SAN-17 36o INV OUT=34736 TO EX-SAN-13 \ INV OUT=348.60 TO SAN-13C 360 EX-SAN-13 STA:o+oo.00 EXISTING GRADE (TYP.) / \ EX. RIM=352.76 \ FROM SAN-13A \ 346.90 (21"DIP) - _ - - - 355 346.85 (z1" DIP) FILL (TYP. - -' i 42" DIA. CASING PIPE REQUIRED ON PORTION PROPOSED GRADE (TYP.) OF SEWER UNDER POLO GROUNDS ROAD 33' 350 3.2' 350 v !� O2SDR-z6 z1" SDR-26 PVC 1.5' 0.8' z13.69 LF Qa 0.21% 345 PVC 345 39-74 LF Qa 0.23% 21" DIP 21" DIP 21" DIP 9.23 LF Qa 0.33% 89.17 LF Qa 0.21% 5o.68 LF Qa 0.22% PROPOSED 12" DI PROPOSED (2) 3o" RCP WATERLINE CROSSING 340 CULVERT CROSSING 340 m N N ul N O O " OO1 t0 N N m Vt m Ln m ul O l6 '. O t6 M m W (� Lu Lu ~ o Q z ul C Lu Zw M 0 Lu J o o O F_ Q u v' w J G 0 o w w a JOB NO. 182150 SCALE V: 1"-5' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 H: 1" = 50' PEDESTRIAN TUNNEL PROFILE K-SAN-17 - EX-SAN-13 PROFIL SHEET NO. 14 a Wloc Depth HGL HGL Tdd pipe Over an Up on Up On Up Hx Hw/D (cfs) (cfs) Ick) (N3) (R/e) (in) (in) (T) (x) {R) 20.00 20.00 0.00 4.73 6.42 24.10 18.20 362.01 365.52 3M 24 0.90 2200 22.M 0.00 5.11 6.66 24.56 1913. 362.05 365.59 366.40 096 24.0) 24.00 0.00 5,49 690 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 7.39 25,82 21.M 362.15 365.80 366.80 116 3aW 30.00 0,00 660 TIM 26,19 22,38 362.18 365.87 367.08 123 3200 32.M 0.00 6.96 Tun 26.55 23.10 362.21 365.92 367.29 132 34.00 3400 0.00 T33 8.15 26,89 23.77 362.24 365.N 367.51 140 36.N 3600 0.00 7.70 8,42 27.20 24.40 362.27 366.03 36774 150 3800 38 00 0.00 8.06 8.70 27,49 24.99 362.29 366 M 367.98 1 59 4000 40.M 000 8.43 8'N 27.76 25.53 362.31 366.13 36824 1]0 _mar / / Design Year: 10 Project: Polo Grounds Road -Phase II Job 4: 182150 Prepared by: AML, PE r/ / Culvert Report I 77 rl rdrafl w Express Exteralnnrnr ALtadIssW RnCAO®ch3T 3D0by/URodesk,lnc_ Tuesday, Jul 13 2021 B52 - B50 / j \ A / j - 9ti�/ Invert Elev On (ft) = 361.00 Calculations � �/ -d! � / Pipe Length (ft) = 73.00 Cram (cfs) = 9.00 \ / i Slope (%) = 16.67 Gmax (cfs) = 17.00 \ �� 'z Z ��� �Z/ -� Invert Elev Up(ft) = 373.17 Tailwater Elev (it) = (dc+D)/2 �� �/ Rise (in) = 30.0 A\� -Shape = Circular Highlighted / � Span (in) = 30.0 Qtotal(cfs) = 13.00 �� �'_ _ n-VNo. Barrels = 1 Gover op ( = 0.000 � n-Value = 0.012 Govertop (cfs) - 0.00 / ��z �- / Culvert Type =Circular Concrete Veloc On (ftls) = 3.33 // - j Culvert Entrance = Square edge w/headwall (C) Veloc Up (fUs) = 5.52 / / / x, Coeff. K,M,c,Y,k 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (1) = 362.86 / � HGL Up (ft) 374.38 �_ / / j - �\ Embankment Hw D (1 (ft) = 0.62 i Top Elevation (ft) = 376.33 Hw/D (ft) = 0.62 \ Top Wdth (ft) = 40.00 Flow Regime = Inlet Control IZ\� / �� / �/ Crest VNdth (ft) = 2000 Y INLET' STATION / / Design Year: 10 Project: Polo Grounds Road -Phase II Job 4: 182150 Prepared by: AML, PE r/ / Culvert Report I 77 rl rdrafl w Express Exteralnnrnr ALtadIssW RnCAO®ch3T 3D0by/URodesk,lnc_ Tuesday, Jul 13 2021 B52 - B50 / j \ A / j - 9ti�/ Invert Elev On (ft) = 361.00 Calculations � �/ -d! � / Pipe Length (ft) = 73.00 Cram (cfs) = 9.00 \ / i Slope (%) = 16.67 Gmax (cfs) = 17.00 \ �� 'z Z ��� �Z/ -� Invert Elev Up(ft) = 373.17 Tailwater Elev (it) = (dc+D)/2 �� �/ Rise (in) = 30.0 A\� -Shape = Circular Highlighted / � Span (in) = 30.0 Qtotal(cfs) = 13.00 �� �'_ _ n-VNo. Barrels = 1 Gover op ( = 0.000 � n-Value = 0.012 Govertop (cfs) - 0.00 / ��z �- / Culvert Type =Circular Concrete Veloc On (ftls) = 3.33 // - j Culvert Entrance = Square edge w/headwall (C) Veloc Up (fUs) = 5.52 / / / x, Coeff. K,M,c,Y,k 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (1) = 362.86 / � HGL Up (ft) 374.38 �_ / / j - �\ Embankment Hw D (1 (ft) = 0.62 i Top Elevation (ft) = 376.33 Hw/D (ft) = 0.62 \ Top Wdth (ft) = 40.00 Flow Regime = Inlet Control IZ\� / �� / �/ Crest VNdth (ft) = 2000 Y INLET' STATION OUTLET WATER SURFACEELEV L. Ik Qo ZW Se Hr JUNCTION LOSS FINA H IIVI.EC WATER SURFACEELEV. RIM ELEV V. IL QrN Vm Qi•M V; /2g Fh ANGLE Ho FL 1.31J1 .51-L 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 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 0.00 0 0 0.13 NA N/A 0.36 364.54 369.33 / Culvert Report,� . � � � �, � �, / / ��� _ / Design Storm Year 10 � Hydrafl vw Express Ex[elslon ter Atrtotleslae P,RnCAD®Crv43D®tryNMtlesk, lnc_ Tuesday, Ju1132021 _ ___- - enlN B52-B91 nw oepm lnl A62 - A60 - - / Invert Elev Dn (ft) = 360.00 Calculations - Pipe Length (ft) = 65.00 am in (cfs) = 20.00 Slope(%) = 6.15 Gm ax(cfs) = 40.00 i Invert Elev Up (ft) 364.00 Tailwater Elev (ft) = (dc+D)/2 - - ,�/� �� ( a,3wa = 017 1'. Rise (in) 30.0 _ - J I Shape = Circular Highlighted _ - �� �/ / / a>o� -� 117 ;I Span (In) 30.0 Qpipetotal (cfs) = 22.00 - ,� 5 No Barrels 1 Qplpe (cfs) - 22.00 \ n Value 0.012 Qovertop (cfs) = 000 04 �17 Culvert Type = Circular Concrete Veloc Dn (ftls) = 5.11 -� 7- Culvert Entrance = Square edge w/headwall (C) Veloc Up (ftls) = 6.66 _-- I Coeff. K,M,e,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL On (ft) = 362.05 /% HGL Up (ft) 365.59 / _ A� / ' / / / / �, oo Embankment Hw Elev (ft) = 366.40 Top Elevation (ft) = 371.92 HI (ft) = 0.96 \ / / - -- I 346L0 J5)] Top Wdth (ft)) = 40.00 Flow Regime = Inlet Control e / I / ° 3 10 13 a 3° . a s . . B° . \ Gt,cWe, CUIVM HGL Emdnk 'I I Crest V1�dth ft = 20.00 � \ � eer Mr A62-A69 Rwoepurnp I nom xaw an��n 364 on - -W_ 8W se Sj/�� ® DOWNSTREAM STI ® 0 • ft E, ft ®®®®© 1 ®�® / 1 Culvert Report \ / A� ♦ \ Hydr31 Express Extension torAutodesM NRGCAEI 3M by NRntlesk.Inc_ Tuesday, J u1132021 � /.Bat - Bao 2. \ I 1 Invert Elev Dn (ft) = 359.67 Calculations / I � \ \ \ � � / Pipe Length (ft) = 56.00 Om in (cfs) = 6.00 , y\ \ \ -F38- / / '\ 1, ) �.. \ Slope(%) = 11.00 am ax(cfs) = 10.00 I I \ A Invert Elev Up (ft) - 365.83 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 30.0 O Veloc Depth HGL HGL Tatel pip.Over on Up On Up Dn Up Hw HW/D (ds) psw (de) (Ne) IN.) (in) (in) (R) It) (x) 900 9.00 0.00 245 4,91 21.00 11.99 36215 374.17 374.37 0.48 Mum 11"M 0.00 2.90 5.23 2165 1331 36260 374.28 174,55 0,55 13.00 13.00 0.00 3.33 5,52 22.27 14.53 362.86 374.38 374.71 0.62 15,00 16,00 om 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 �\ . /yHighlighted XSTING STEA n Tar ® HGL Spa(in) 300 Qtotalcfs = 8.00 ®21+00 A \ V A �-43�� / n-Value o. res = 0.012 Qolvertop(cfs) = 0.00 \ !� \ \\ \\ \ • \ / l / l I \ \ \ \ \ Culvert Type = Circular Concrete Vallee Dn (ft/s) = 2.22 ®® �� T + 8 / / Culvert Entrance = Square edge w/headwa398, 0.67, (C) ValleHGL o t) = 4.74 361. 22+ f R-_\ ° w ` ss \ \ \ \ \ \ \ \ \ \- 4 / / \ Coeff. K,M,c,Y,k = 0.0088, 2, 0.0398, 0.87, 0.5 HGL Dn (ft) = 361.77 00 \ ' I AT OU 23 O I I \ \ \ \ \ \ \ ' / / II I \ Embankment HHGL w E39 IIev (ft) = 3677.01 ' TH OCR , --- I I \ \ -- --___ \ \ I To Elevation ft = 368.50 Hw/D ft = 0.47 WlD 43 Pp( _ -- _ \ \ \ \ \ � � 42fr- � / P O ( ) SaEbV', - \ \ / Top Wdth (ft) = 40.00 Flow Regime = Inlet Control G 3sMa�® z RAWAGEbIVIDE(TYP.)\ /APHIC S Au� Crest Vuidth(ft) = 20.00 _ B �£d J 48a P,3 /T OAD� 7F O° - �\\ dpp -- ----35r-- TM 1 \ / lfl) 542-B40 Hw OepM 1p +0o w 6�� \ � ��A \ 4 / 1­,( IN� F T) \ I \ \ ��V �\�� \ \\ / ®® a� �✓ I I \ \ � I/4�V0 1 STATF �-_��x WRO�Yso � \\ /DTH643 �408_ \�A\ SMA32RosCses IVO a V I \ \�v \ \EXIS NG ioo-YEAR FLOODPLAIN (TYP. ®®®et ®® v ®®®o®�-off ®� \\� x 6F xxx 3.17 117 �n 1 l B3 A83 Q b83 . 25 . S . 15 5n S W . ry ]5 � - _ Racfllfll J Owl ®�\V�A o �-�\\ STM-B5z v- v �� v I I I I � � y ®®� �� \'8 XISTING STREAM ' 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, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � 3 n y U 0 N 6 m O « N V c 0 s N 3t d 'Ln teAte N U m O N U d N u ii tN/1 0 a �' dl N U O p3 m N C C C O '� 0 3 W 9N m ?� '« N d c O j• �' y ry o ea c o m d ct N m 4`, �r c (/j N x 9 v 3 0 E = E!t c O u .. 0 `` ri<2 a m w y w „- n n d c c o r x a U U d rn w w W rn O o ¢ C7 O ui rn i= W .:J Ld O B41 313 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 s read=6' P B51 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 313 8.0 0.09 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 spread=8' � A. 0Iti V ®®� ��� ♦ � �., , � � � � ,. - �- ice/ � ��A � �v �0V///� STM-BSo \V / 0� a a EXISTING STREAM \ � \ q . moor ■■rf on _ _.e�e��■I „ ..111mo_m.mmomm-® D Veloc Dep81 HGL HGL Tdd Fipe Offer Dn Up Dn Up on Up Pw k /D ( ) ( ) (�) (�) (Ns) In) G^) (R) (n) IT 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 30391 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 366.89 367.19 0.54 - for inlets draining to stormwater management facilities, where otedand flow to facilities is not available, 100 /p capture is required at 6.5in/hr \� ®\ EqR TFRO . _ STM-642_W- --- - 0 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 N C U N, C p O .0 � 0 0 y n .� ar m d m 0 i3 " m 3 c K N p S w } t .9' u „ d c o J 0 ?i N 6 o d C Y+ J d 0 o nl x N S N 0 Y O c £ N l] m 0 O 9 rn rn x y n a ° it >v ] d c c 0 m E pO a > � ¢ ti U O O d :6 is 3 rn F w° Of w rn ui (! O IY 141 36 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 SCOTT/R. CI IN5'ZI ti Lie. No. 035791,1 p 7/12/21� 041 E�Gl U C Z O_ O C ZLA to O o U) a L o Ln H u w `u d `7 UJ c W N r4 0 � N v ti CM � � M N \ CM \ N O WN N W> LU J_ > C/) ® W H zU ® 1 \o°sFQtOG ,, �33xO �,1 tx ; s�4� 4i -- _ 3�. - _ -:::I 382-380 - O N \\ \ °SaFFo N - EXISTING ioo-YEAR FLOODPLAIN (TYP.)' \ e� ® �/ O �- - --_ \ w - __ shay \ \ @NOW I -- Structure Area (Acres) CW 4 (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 %36+o0 - 37+00-Io .• \ \ \ \ j6 WON \ _ STM-B¢o w u u e o® o Q la- Q LL I-� I� Lu Q z a- U Q J 0 J Q U W o a z < O,Wl''t v (D z ® < a III M' t.0 LU LL LU ''^�^ w VI Lu 0 L d ul JOB NO. 182150 SCALE 1 "=50' SHEET NO. 15 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, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 n o _ m 42 c o o Q o N 31 m as W .� N N + pa La N C 3 M �^ o > .� m a ap o U to � W O g ; ; m o 3 .0d > E d =pa m c c 9 0 o y d E c m E io S 0 `m 3 c c o x '3 m 3 `m p O 2 rn m �? w C r Q ape" rn m a d ti ti o a 06 in 3 rn rn W° A In rii lai o a u B4 3B 8.0 0.29 0.76 0.220 0.88 0.00 0.88 0.0050 0.0200 2.0 0.0833 4.1650 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' B8 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 spread' BID 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 spread' B51 3B 6.0 0.16 0.80 0. 228 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 38 8.0 0.09 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 0.0011 Max. allowable spread' a - for inlets draining to stormwater management facilities, where overland flow to facilities Is not available 100 /o capture Is required at 6.Sm/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 w v o ry La z au' N C 4 0 C '6 U C Te up N 2 pp lV 0 d O, m 0 O ap A > C O e O O ID CalS O f] al 0 4 N > t. C JO EO jo> aC 7 w O J o B4 3B 8.0 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 0.69 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 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 fl0.222 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 B10 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 E3B14.0 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 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 0160.800.121 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 0.09 0.80 0.072 13 7 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 >C for inlets draining to stormwater management facilities, where overand flow to facilities is not available, 100% capture is required at 6.5in/hr �yj I I I Culvert Report i l T I / I I H:draflow Ex rase Extension for AtlesHNCAC0 Civi13D® lInc. B71 - B70 \ ® Invert Elev Dn (ft) = 343.00 Calculations I Pipe Length (ft) = 89.00 Qmin (cis) 0 ti � �'�,� / I II III III; IIIIIIIII II Valais Depth HGL HGLTdel ail Over Da Up Dn Up Dn Up Hw l (era) (cis) (fun) W.) (in) (in) (9) {A) (R) 50.00 50.00 0.00 5.68 7.02 25,21 20.43 345.10 3",70 350.65 I'm 55.00 55.M 0.00 6,14 TM 2592 2C" 345.14 349]9 350.86 1,14 60.00 60.00 0.00 6.60 764 26,19 22.38 345.18 349.87 351.09 1.24 85 W 65 M 0.00 7.06 7.0 26. M 23.27 345.22 3" 4 351.35 134 70.00 7000 0,00 7,51 8,28 27% 24,09 345.25 350.01 351.63 1.45 75.00 75.00 0.00 7.97 8.M 27.42 24,84 345.29 350.07 351.93 1.57 00 80. 80.00 DAD 8,43 899 27,76 25.53 345.31 50 3.13 352,25 1,70 85.00 8500 0.00 8.90 9.36 28,07 26,15 345.34 3WA8 352.59 1.M sow 9000 0.00 9.37 9,75 28.35 26.le 345.36 350.M 352.95 1.N 95.00 9500 0.00 985 10.16 28.58 27,17 345.38 350.26 353,33 2,13 100.00 101W 0.00 1033 10.59 28,79 27,58 345.40 350.30 353.73 2.29 Slope(/%) = 5.62 Qmax(cfs) Invert Elev Up (ft) = 348.00 Tailwater Elev (ft) Rise (in) = 30.0 Shape = Circular Highlighted Span (in) = 30.0 Qtotal (cfs) No. Barrels = 2 Opipe (CIS) n-Value = 0.012 Qovertop (cis) Culvert Type = Circular Concrete Veloc Dn (ftfs) Culvert Entrance = Square edge w/headwall (C) Veloc Up (ftfs) Coeff. K M c Y k = 0.0098 2 0.0398 0.67 0.5 HGL on (ft) HGL Up (ft) Embankment Hw Elev (ft) Top Elevation (ft) = 356.33 Hw/D (ft) Top Width (ft) = 40.00 Flow Regime Crest V9idth (ft) = 20.00 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 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet r rn L v r o -2 n O V y N C =pe3 S O U O C m 0 0 0 ; m o -O o 5 m m pat m c 0 0 N _m a f o m N m N N >r U N Y C O O V O) @ N3 y C t N E a j d U U in 3 W rn H d a H left 0.06 0.68 0.041 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=10' left 1 0.06 0.60 10.036 1 0.23 1 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 F 3C 1 8.0 combined flow 1.0 0.11 0.240 5.51 Max. allowable sprili utter longitudinal sloe of 0.001 should be used in a sum 9 9 P P condition - 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 suffice for the 10yr conveyance to the facilities Table 6: Sump Inlet Design Table - / /,*-- / i 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 d p d a W m C V e 0 m m a m m m `w bce r 0 i o 0 c 3 ry O. £ OI O > ; Ol w 0 `3 o q O 0 m c T 3 0 ; d m i3 aQ Up 75 a E E c c m N W U .� n1 C O t ` 2 O ... N N p a > d U Q U O O (3 N iD to N F d a H left 1 0.06 10.68 10.01, 0.16 0.00 0.16 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 20 0.0833 41650 6.30 B5 F 3C 8.0 conbined flow 0.4 0.06 0.140 3.22 Max. allowable spread=10' left 1 0.06 10.60 10.036 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 1 3.98 Max. allowable sP read=l0' ' gutter longitudinal slope of U.UU1 should be used in a sump condition 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 Tuesday, Jul 13 2021 = 50.00 = 100.00 = (dc+D)/2 = 50.00 = 50.00 = 0.00 - 5.68 - 7.02 - 345.10 = 349.70 = 350.65 = 1.06 = Inlet Control rLr (a) mt -aN H. DepIM1 Ina Z j i I Im EXISTING STREAM ° i 0 GaSm I III 1 Delta Culvert Report B61 - B60 Invert Elev on (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,a,Y,k = 0.026, 1, 0.0347, 0.81, 0.4 Embankment Top Elevation (ft) = 357.00 Top Width (ft) = 40.00 Crest Width (ft) = 20.00 \ \ \ `\ ` \ \ \ v v �A \ \TT, T T, A �A Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal(cfs) Qpipe (cfs) Qoverto (cfs) ) Veloc Dn (ills) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) 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,Ina 961. B60 Hw Depth l01 ,ENNIS,r `!l■■NEW 01 SEEN M75 1675 1076 676 a's -0,5 Ise 1425 0 1. 2. 9.i ao m 'a7o Be 9n 1. im im 1. l'a iW iW 1. 1. Box GJven HGL - Em Sank .-I du C veloc Dep01 HGL HGL Tdel Pip. Over or, Up Da Up on Up H.v H ,D (aft) (afs) 0-ft) (fuel (fun) (in) (in) (ft) (n) (n) 100.00 100.00 0.00 3.10 6.85 38.75 17.51 333.06 339.71 a40.Q 0.43 140.00 140.00 0.00 4.10 7A7 40.95 21.91 333.24 340.08 341.00 0.55 180.00 180.00 0,00 503 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 342.06 076 260.00 260.00 0.00 670 943 46.54 33,08 333.71 341,01 342.54 086 300.00 300.00 0.00 7.47 9.89 48.20 36.39 333.85 341.M 343.00 095 340.00 340.00 0.00 820 10.31 49.78 3956 333.98 341.M 343.44 104 MOM 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 334.35 342,28 345.08 137 500.00 500.00 0.00 10,80 11.n 55.57 51.14 334.46 342.54 345.82 147 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA 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 B10 0.53 0.80 0.42 0.42 6.00 6.35 2.7 B9 346.42 345.85 47.47 0.0120 15 7.1 5.3 8.9 B9 0.25 0.60 0.15 0.57 6.15 6.31 3.6 B8 345.75 345.10 40.36 0.0161 15 8.2 6.4 6.3 B8 0.22 0.50 0.11 0.68 6.25 6.28 4.3 B7 345.00 344.43 58.98 0.0097 15 6.4 5.6 10.6 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 6.74 6.14 5.7 B5 343.00 342.27 43.53 0.0168 15 8.4 7.3 5.9 B5 0.16 0.68 0.11 1.26 6.84 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 6.98 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 BS I 1 1 342.58 1 342.27 13.20 0.0235 1 15 9.9 1 5.7 1 2.3 m / 1m / CHARL SIR HAUGH & I'/�,1 I ® l J 8 0 10 m n sn ® m m w lap up 1ID 1. ELIZ�TH ANN OG I I I I I \\` / -1 _ I\\ cnaa.,c-.werz xcL ®® TMP 66 .92 ACRES I 0 4 � n��ln1 / 2g.g2 ACRES ( ® - o _ / \ I / I / III I ® I \\ \ \ \ 10 DRAINAGE DIVE (TYP) \\ ' / / \ 33, 45 M ® PROPOSED PEDESTRIAN TUNNEL CROSSING' "- Y(H) x 2o'(W) RC BOX CULVERT- STM-B62 ;' _ j \� 34- I, EXISTING Zoo -YEAR FLOODPLAIN (TYP.)LLUJ - -- - - - - / /STM B3o s 'EXISTINGTREAM w -.0111 0 -tea. '.:7•:w =^ 1 `:36; .. ..fa-�_. _.n�; -7 36+_ °z 37+00 38+00 39+0 - 31 40° •__- - - - rtr•Jy t�� ��- -_ --loop o STATE ROUTE 643 POLO GROUNDS ROAD a\, _ g - - VAR. WIDTH, PROPOSED SPEED LIMIT=3$MPH Q PROPOSED DUAL $ x5 _� - - -- RC BOX CULVERT \ nM I I � -- STM B6o v STM-Bi V EXISTING STREAM CROCKETT CORPORATION C ----------- _ TMP 046oi-oo-oo-oi8Co --_ - - -GRAPHIC SCALE D86z4, PG 393 �S =� o 25 5. ioo - _ - --� /� 1 inch = 50 ft. -- _ I \ / TT t•t•t•t•I �t•t•t• IMEW low =_off P= E SOMMENNEEN - - \ WIDTHH I E 643 POLO GR gp =� D`•' =So', SPEED LIMIT 45 MPH- RO.B, 482 P. 263 -4MPH ` \ ➢ r - STM-670 ® ® I ` ROPERTY LINE I I �.`.'.'.'o'.'.`. I SFivl-67i �LL � I I I I Design Year: 10 Project: Polo Grounds Road -Phase R Job #: 182150 Prepared by: AML, PE INLET STATION OUTLET WATER SURFAC'EELEV La Did Q. ZW Sap Hr JUNCTIONLOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV V Ha QrN Vr QQ°M Vi /2g Hi ANGLE Ho 111 1.3Ht .5111 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 0.2 132 7.7 6.3 48.68 0.6 0.221 68 0.33882 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 48.68 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 26.88 0.3 0.12 90 0.23811 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 20.09 0.3 0.09 4 0 0.17 NA N/A 0.52 344.14 348.92 344.14 11 L23 15 4.97 0.006 0.66 4.0 0.1 B7 4.3 3.5 15.02 0.2 0.07 30 0.05323 0.18 NA N/A 0.84 344.98 351.92 345.43 58.98 15 4.29 0.004 0.26 B8 3.6 2.9 10.68 0.1 0.05 31 0.03784 0.13 NA N/A 0.39 345.82 353.58 346.10 40.36 15 3.62 0.003 0.13 2.9 0.0 B9 2.7 2.2 5.905 0.1 0.03 53 0.03512 0.10 NA N/A 0.22 346.32 353.67 346.85 47.47 15 2.69 0.002 0.08 2.2 0.0 B10 0.00 0 0 0.02 NA N/A 0.10 346.95 354.42 349.00 71.36 i 15 2.43 0.001 0.10 2.0 0.0 B31 I I I 1 10.0010 0 0.02 NA N/A 0.12 349.12 355.75 OIMERY RIDGE OWNERS ASSOCIATION INC \� ------ ---- �� 5 oNrr�y( I, C/O WILLIAM J DALTON \ SICUCLUYC Area (`1V tc / 5� IMP % 6Do-oo 4ao ACRES (Acres) / (Milt.)� \ / s -_� \ \ B 42o2, PG 472 \ \ 45+00 D -- - � � � \ � � �yL��� \ \\ \ B4 0.29 0.76 6.0 / � B5 0.16 0.68 5.0 46+0p' ® �\ \\\\\ \\\\ \ \\ B6 0.20 0.69 5.0 B7 0.14 0.81 5.0 \ v \ V�- 47+0p V� y Vv A� Vy \� B8 0.22 0.50 6.0 �\ \ \\ \ \\ \ B9 0.25 0.60 6.0 srgT \ \ \\ \ \\ \ \\ \ ` �vgk_ ERQUTE6 48+0p \ \_ _\\ \\\ B10 0.53 0.80 6.0 j \ems \ \Iw® HpR \ Pg_ EfDol OMN�SMO \ \ \ \ \48 $\\ \\\� B31 \ 0.\ 0.85/ / 6.0 / ' \1 XISTIN EAM I ��\ \ 1v�6�v �� I \ \ I ` �� ✓ `� \ \ \WILCYAMAWELLS TMP o46po o0-0o-o23Ao 479ACRES VA\ VA \ \ EXISTING ioo-YEAR FLOODPLAIN (TYP.)�/ ®®\ \ ,, DB3477r PG 520\ \ \\ \ \\ \ \ \ S>gT�6 ®o \ \ \ \ \ \ \ \ \ \ W/C s SCOTT/R. CbLLINS'Z, ti Lie. No. 035791 ,1�- p 7/12/21� o &TONAL E�Gl z O Z o co O Z _1O Q Ln F- 7 Z w ell \/ I W W L9 (� Q J Z M M rn la- Q N Q (Y) 1 ,0��// ILL N I --I o � WLU N CI) N W< > = z O LU J Q __J Q ___J > Q U U t� H Q U L9 V / 0-6 0� o a z � z U O w �7 z LuJ I- ® D o < Q Ul 0 a w Z W M c� L (n J � w I -I -I N 0 J � V..� OC) N Q U V)Lu J t~v F 0 w OIL JOB NO. 182150 SCALE 117=50' SHEET NO. 16 GENERAL N07ES:5 TT� O�� 1. DESIGN IS IN ACCORDANCE WITH AASHTO LRFD, BM EDITION. AND OT I11 SPECIFICATION ON SECTION 302103 ?. LIVE LOAD CONCRETE TRH TH, - 15 EARTH FILL O •�� 3. MINIMUM CONCRETE STRENGTH, 1'c = SO ASTM O 28 DAYS. 4. REINFORCING STEEL MATERIALS CONFORM TO ASTG A615, GRADE 60. 16'-0" 12'-0" 16,-0, CEt-TF TOP FACE Sa + 5. BOX CULVERT MATERIALS AND MANUFACTURING SHALL CONFORM TO C100 BOTTOM FACE f' ASTM LTION PRECASTHEADWALL SCOTT R. LLINSZ 6. INSTALLATION OF THETO CULVERT N START AT THE OUTLET END (BC-1) 3" S Cl-OF OUTSIDE FACE AND PROGRESS TO C1E INLET END (BC RA ICE FOR THE SHALL �.II 2'-3" Cl-IF INSIDE FACE rOl �--I CONFORM TO ASTM RCED5 'STANDACONCRETE PRACTICE FOR THE INSTALLATION EL 347.42 E 7.42 �� \/ L1C. NO. 03a�J%91 OF PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS' ]. STRUCTURES SHALL ONLY WI HANDLED USING THE LIFTING DEVICES ,A 7/12/21 �4• SHOWN ON THE SHOP DRAWINGS. G PR ANGLE FOR HAFTING SHALL BE G G NO LESS THAN 60 AND ALL LIFTING PROCEDURES SHALL CONFORM TO �p OSHA REGULATIONS. I1+pp 8. ALL EXPOSED EDGES SHALL HAVE A 1" CHAMFER K% ` Z SSIONAL EtyG w '� 4 a 14' COV Al Z 0/S FACE, ttP 0 Z 0o W o N = Z El I o 0 5„ TP U 3'-0" 6'-0" jj N �O 2' VAX Z C 3' OW-1 ONC DAYTON FERRULE INSERTS 0 12' MAX FOR CIP CUT-OFF WALL A400 LU REINFORCING ELEVATION C200 INSIDE FACE SIDE VIEW AS -CAST O Cl-OF OUTSIDE FACE U U INLET END ELEVATION REINFORCING SECTION Q REINFORCING CLEAR COVER = 1}" ttP ONO < DESIGN MARK SIZE SPC TYPE U Q 3 A100 8s ,z- sm 65 A200 85 12- sm Z m m A3a0 85 12- sm 0 A400 /5 12- STR Q Q a p/,LTN OF yFALTXOF Al /5 12 'U' QJFALTN Op OS p� WINCLTESTER PRECAST O� WINCFlESTER PRECAST 81 84 10' SEP a0� WINCHESTER PRECAST d' �.� O wn a, VA i/ O n"o VA aT 84 ,2- STR Y ` O mucneneaw+m (U/1 co -Cl STLLART DAMB) GORXAi r�w>•n - �,g� °''� SMART 64VID OONU �oA P�'a•m - Wry ® rw. ort clan N 12- SIR SIUART 6Wm aORKA� qe� z Q Z +' lic. No- 052135 ex, sxm Mc N°.0531J5 �e�we en ru.T Mo �"^TMs C200 84 12" SIR I1c Th OSEBS 01®®10 womuls CaM.R EROPre n.,5 CaM.R EROPre n.,SO,.m,«e,,,< CoIvcARreErvOgre®.R,OSw„rorvAT,.O - O o 6/v/u 1 s/n/zz _ 1 c-TF #4 1z- sm 6/vlu a _ T Z A• _ ALBEMARLE COUNTY, VA 'A ALBEMARLE COUNTY, VA F°' _ "^" ALBEMARLE COUNTY, VA Q_ U O�`N5'IONAL¢o� P`�'u,mr.v��Ct1-aF 84 t2- sIN O�$iONALt60R� ®'W'� O J 3 Z CT ... . V/ LU LU .. E s u W O L✓0 Vl REINFORCING `J Q TOO 1 RR DESIGN LOC 2 R.P. NPRK SIZE SPC TYPE d U Lac 1 p5 9" Sm Lu LCC 2 Y4 12" SIR LU Ut Ea 3 ye 12- STR ce V1 c y O LOC 4 a5 9' SIR W U "P` 11 III BC 1 W' 6 LOG 1 UN 5 14 12- SIR �A \ 1 0' /o LOC 2 VERT R.F. �" DM-10NC DAWON 1'-0" �W LOC 9 VERY F.F. Ltt 6 B4 12' SIR �O FERRULE INSERTS O 12" LCC ] N5 g• •C C 1j" CDV IpC a y4 1z •c O 1' cm L 5 g4 - SIR T \ / C w 6 / \ d WW-a WW-3 9 C 0 •6• 45 LOC J R.F. U \ / LOC 8 F.F. WC J R.F. W ALP LUABBG f 4 1 F x- UTILITY ANCHORS, LOC 8 F.F. �LL 12 Q 04 N m e °'q LOC 4 T.F. COV 'H `s. 1YP. �4 -I 5 _n ] $5 DOWEL -IN ^ O • - w/i' THREAO I. O--------------------------------------- 8 x12Y 4'0 WEEP, TYP 03 k COV E WC 4 T.F. LOG 5 B.F. OUTLET END PLAN TOO 5 B.F. o LOC 6 TOP & BOTTOM c REINFORCING ELEV REINFORCING SECTION � � VJ < O J O���TMOF WTNCTTESTER PRECAST O?a�LTMOF WINCHESTER PRECAST co` O WmtneSvaM1nN OWnRae�9requv. xxq J SMART MVID GORXA �¢Aittwgw®mnwm.® SILL4RT DAVm GORKA y��.�. ng°® Q > Tic No.O52135 , om1LD lic Nw OSL35 wrvc nLxO GROUNDS POLO GROCONCB EVarvewl�$ C.mau Exg my Saumorvs.uc s/n/u 6/v/u - I o 'qO e � �� ALBEMARLE COUNTY,TNN BOX = A 'q0 �� �® ALBEMARLE N BOX UI IONAtLDjO VFW _c/n/x, - �'�fONAl�O m LVERT 6 -0� 6 -L1� (19) BC-2 Z Jr. ttP 5'-9' \ rl N\AV C _ r _� _ r� w O -g y $� N (n - T----4IJ- - z�-- 'll'- 10,_6. 7T._D. 10._6, N G/1 N G -- \ 73 BC -3 BC-2 BC-2 BC-1 Q _-_-_-_-_-_- - -_ -_ _- _- - -_ -__ _- -_ _- -_ -_ -_ -_ - -_ -_ -_ _- -_ - 3. PRECAST HEADWALL 3" > d w - - - - - - - - - - - - -- --- ------ ----- EL 33 E6.33 O - - - - - - - - - - - - -- --- ------ - - - -- W i = O O------ ---- 1-8 -- ------ ----- Z J s I A N EL 334.33 EL 334.33 >(� ALP LUA66G •I a/)s WW-4 d sib WW-3 rib V-6" UTILITY ANCHORS E O TYP TYR. PRECAST HEADWALLS 4"0 WEEP ui IYP. ,i HOLE. TYPI C PARTIAL PLAN VIEW 11....�� -„n -1 EI Ll O � Q O n ------- ------ -- --- ------ ------ 5'WP 1 0 '------ - - - - - - -- --- ------ ------ 2._3. 6'-0" J _c I m BC-3 BC-2 i BC-2 BC-1 FLOW R �" DIP-10NC DAYTON FERRULE INSERTS O 12' MAX FOR CIP CUT-OFF WALL I I I Z T - - -- - - - - - - - - - -- - - - - - - - - - t - - - - - - CUTLET END ELEVATION TRIM BARS ALONG SLOPE, LOC 1, LOC 2, & LOC 3 TRIM BARS ALONG SLOPE. LOC I, LOC 2, & LOG 3 TRIM MRS ALONG SLOPE, LOC 1, LOC 2. & WC 3 U1 O /J � FILE & PARTIAL ELEVATION VIEW V o WT �ua SLOPE- 6.1 aft -� IRECPON F INSTALLATION �I4ALTR Op d�°'TN OF Gi91'LTx OF x - OY 7m;-"CHESTER PRECAST O? WTtJCHESTER PRECAST O� WINCFffSTER PRECAST /� »-»am-m, FEV,N mrt m5 myq>,q Lu c STIIART MVBJ OORGL s.eaun�aw®wawovofn em. m>E a+alan SIWRT IN.VID GG&YA s.eaun�aw®wawov®er. amsr on Mrw*w� SNAKY MtM GDRIfA vmncTr.Nao®uo°eovoffn.x- m,e mamx Lie Na 05x133 'VO MO''19X Lk Nw052U5 Tic N°.0521J5 ra , GROUNDS � 6/vlzz y. CmacK ERO,rvaeR,N,S 1 e/1T/z1 Coxcx ErvameeKgAaS vl1«a,ue s/zJ/n CD,mereErvolxeexmvSrnurmrvs.uc I E 'NO ALBEMARLE COUNTY, -VA q0 e ALBEMARLE COUNTY, -VA '9O m ALBEMARLE COUNTY, VA O ZONAL 'de/,�/z, "ec ONAL re/,2/a, .yc OVALCU RX � ^ O L.L U Z Z ul uw 1' CHAMFER, TYP W W W M Z BC -3 1 1 III I I S" 1, 0" �" DIA-10NC DAYTON FERRULE INSERTS 0 ui J 0 III B' 5'-0" S. 5'-0" B' O s- ITT p b � / `o. L.LI ALP ORS.UUGA66G 11TIUtt -°' ANCHORS. ttP LZ O WW-2 N4 THREADED DOWEL -IN < 11 VERT. O 12'oc 3- ALP LUG466G IIII Y lJ > UTILITY ANCHORS, \ aS• 4g / e' (4) TYP J� VARIES / \ IN TOP SLAB 1'-0° 6'-0" o O TYP 1" COIL INSERT ALP +I n O G 1331412P, TYP. \ t}' x 3f' KEYWAY }' MOUNTING N RECESS Y 3" DIA-10NC 1' CLOSED CELL DAYTON FERRULE NEOPRENE N `B+ 4"6 WEEP, TYP ti INSERTS O 12'oc GASKET, TYP INSIDE FACE unUPY ANCHORS, d N _' 'I PRECAST HEADWALL DETAIL JOINT DETAIL (�- o O TYR. W E ALP LUG4663 unutt TYPICAL SECTION m JJJ S o ANCHORS, (2) ttP OR CUT -OF -WALL WINGWALL SECTION IN BASE SLAB EEMOILDING JOB NO. 182150 INLET END PLAN ppLTxO ,y Tx p Tx p o A'a F WPTCL�STER PRECAST o? O WRTCfiESTER PRECAST o O =CHESLUR PRECAST SCALE O 'e�K,aleer O mNr� O e�wwmwwo C �""° R6 NONE ° SMART MVm COACA °� 6TIlARi MVB) GORKA p°� SR114Rt MVID GORK.A m Dc Na.05z133 �c'Y �O� Mo vLN, Ls.NwO3lli6 �iix wg°� uL SEcnoe Mc Na 052135 s•�niir ne°® C 6/v/xz C. ERO,rvaP.S . CaHCR ERa,neLm11�o5oum«s,uc CoI,o�FreE.,on,eaxeeiSm,,,,orvsr,c o _ ALBEMARLE COUNTY, VA ,� 6/1]/21 �^CULVERTI, _ ALBEMARLE COUNTY, VA 'q 6/xJ/21 ¢� _ °OALBEMARLE COUNTY, VA SHEET NO. a O�•$IONAL ��..P`� P.� _e/,T/a, O�'OfONALEl30� Ll �..P`� _ _ O/ONAL8tt0�''„w 'm .m/,T _ _ ®80 17A s We - co DETAILS 11' A200 TABLE OF UNITS MARK Ott DESCRIPTION VOLUME WEIGHT (CY) (TONS) BC-1 1 DLfTLET END SECTION J.9B 16.16 BC-2 21 STANDARD SECT ].03 14.24 BC-3 1 INLET END SECTION B.6fi 1J.54 WW-1 1 WINGWALLS NW 9.31 18.65 WW-2 1 WINGWALLS SW 9.61 19.46 WW-3 1 WINGWALLS NE 6.3] 1290 WW-4 1 WINGWALIS SE 6.3] 1290 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 ELEVATION 6 OUTLET END PLAN J OUTLET END ELEVATION 8 TYPICAL SECTION 9 REINFORCING DETAILS 10 N.' G WALL REINFORCING 11 REINFORCING SCHEDULES 12 MISC 138'-0° I I I I I I CULVERT� _ 44- I I I I I I I I - I I I - - I - I - I I I I I I CULVERT PLAN FLOW - I _ - - - CULVERT ELEVATION OF N T L TI JO?��L�GF Y � WQJCf�STE�P�RECAST � [I •m I N BC-3 LII-(jWW-1 cI sib WW-2 sib 4"0 WEEP EL 341.J5 HOLE, TYP �Oh-------- j INv � � � B1 VS FACE. TYP A100 � A200 REINFORCING SCHEDULE BC-3 MARK Ott SIZE SPC TYPE LENGTH H V A100 6 {{5 12" STR 11'-6' A200 6 �5 12' STR 11'-B' A300 fi 85 12' STR 11'-6' Aa00 6 85 t2' sift t1'-6' At 12 µ5 t2" 'U' ID'-3' 1'-11' 8'-5" e1 1a ga To' STIR s'-a" B3 12 84 12' STR 6'-0" C100 ll 84 12' STR 6'-1" C200 11 84 12" STR 6'-t" C1-TF 11 84 17 STR s'-9" Cl-IF 34 �4 12" STR 6'-1" C1-OF 23 84 12" STR 5'-8" REINFORCING SCHEDULE - WW-i MARK CITY SIZE SPC LENGTH H V LOC 1 21 �5 9" 4" LOC 2 16 84 12" 4' LOC 3 16 84 12" 8" LOC 4 21 85 9" B" LOC 5 16 �4 12" 8' E-R LOC 6 14 84 12" 8" LOC J 21 iY 5 9" 5' 1'-0" 3'-5' LOC 8 t6 84 12" 0' 1'-0" 3'-0"LOC92 84- t' REINFORCING SCHEDULE BC-2 MARK Ott SIZE SEC TYPE LENGTH H V A100 6 85 12" STR 11'-6' A200 6 �5 12" STR REINFORCING SCHEDULE MARK DTY SIZE SPC TYPE LENGTH H V FDIC 1 21 r5 9' STR B'-4" LOC ? 16 84 12' STR 8'-4' LDC 3 16 84 12' STR 15'-8" LOC 4 21 p5 9' °C 6'-B' LOC 5 16 �4 12' STR 6'-B" LOC 6 14 84 12° SIR 15'-8" LOC J 21 $5 9' 'L° 4'-5' 1'-0' 3'-5" LOC 8 16 84 /2' "C 4'-0' 1'-0' 3'-0" LOC 9 2 STR 16'-10' I II I II II I II I I II LL _ I LL o o p m a p § a I I I I a s REINFORCING SCHEDULE BC-1 MARK Ott SIZE SPC TI'PE LENGTH H V A1W 6 �5 12" STR 11' 6" A200 6 �5 12" STR 11'-6" A30D 6 85 12° STR 11'-fi" AbOp a #5 12" STR 11'-6" Al 12 �5 t2" 'U' 10'-3" 1'-11" 8'-5" 81 14 n4 10" STR 5'-6" 83 12 84 t2" STR 6'-0" C100 11 84 12' STR 5'-J" C200 11 pb 12" STR 5' -3" Cl-TT 11 /4 12" STR 5' ]" CI -IF 34 �4 12" STR 5'-3" Cl-OF 23 84 12" STR 5'-J" REINFORCING SCHEDULE - WW-3&4 MARK QTf SIZE SPC TYPE LENGTH H V LOC 1 14 ¢5 9' STR J'-8" LOC 2 10 84 12" STR T-8" LDC 3 14 84 12" STR t0'-2" LOC 4 14 85 9' "L" 6-8' LOC 5 10 �4 12" STR 6'-B" LOC 6 14 �4 12" STR 10'-2" LOC J 14 85 9" "L" 4'-5" 1'-O' 3'-5' LOC 8 10 84 12" "L" 4'-0" 1'-0' 3'-0' STR 10'-1p' GENERAL NOTES: 1. DESIGN IS IN ACCORDANCE WITH AASHTO LRFO, RUN EDRION. AND VOOT SPECIFICATION SECTION 302.03 2. LIVE LOAD = HL-93 WITH 2.75' EARTH FILL 3, MINIMUM CONCRETE STRENGTH, Vc = 5000psi 0 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A61S, 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 (BC-1). INSTALLATION SHALL CONFORM TO ASTM C1675 "STANDARD PRACTICE FOR THE INSTALLATION OF PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS" Z STRUCTURES SHAH 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 CITY DESCRIPTION VOLUME WEIGHT (CY) (TONS) BC-1 1 OUTLET END SECTION 6.85 13.81 BC-2 17 STANDARD SECT 6.2B 1232 BC-3 1 INLET END SECTION 7.96 14.34 WW-1 1 WINGWALLS NW 10,47 21.20 WW-2 1 WINGWALLS SW 10.47 21.20 111 1 WINDMILLS BE 1D.47 21,20 WW-4 1 WINGWALLS SE 10.47 21.20 BC-1 & BC-3 WEIGHTS INCLUDE HEADWALL 112'-114" 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 OUTLET END PLAN ] OUTLET END ELEVATION 8 TYPICAL SECTION 9 REINFORCING DETAILS 10 WING WALL REINFORCING 11 REINFORCING SCHEDULES 12 MISS DETAILS t -- # I --- I # I I --- I # I --- I # # I --- I - # -# I --- I -# - I --- I -# -* I 1 --- I 4- 4- # # I I Q CULVERT -- I I - # f I ---I I # I ---� I —i I ---� I # I -- I -# I -- I 1 I -- I -i I -- I -# I -- I -- I -- I CULVERT ELEVATION DIreECTIDN F INSTALL4T1 112'-1 14" 5'-11+j" 5'-11}2" ttP. (14) BC-2 1•• JT� 2 I I I I I I I 1 I I I I I I I a I I I I I I I I I I I I I I g I 1i 1 -- - - ---- -'i-==7 1 -6" ALP LUA66G -� ttP UTILITY ANCHORS, PARTIAL PUN VIEW TYR. PRECAST HEADWALLS --TMP- --- -- ----- ---- ---- I I I I II m BC -3 I BC -2 I BC -2 I Bc-2 II B c-11 FLOW m I I I I I I INV 340.00 ------ 1 F------ INV 337.42 PARTIAL ELEVATION VIEW SLOPE = 2.41% �pALTNOA >O� :ZUESTERRPRECAST DIRECTION .{• /� ® mrsusTre STUMT WVN CORIU 1]c NP.OSA35 uo C`VUV l ears s/zl/n Oncaer6E.lmlwemwa Srn.UllaNs.lu ALBEM4RLE COU N UVA N NFI YONAL=� _a]zt/zt INLET END ELEVATION 11'-4' 1B'-O' 3' EL 344� PRECAST HEADWALL a III.�3• EL 346.58 0 - M`r WW-4 r m1b WW-3 �b rEL92 6'-0 '0 3 -0° 3'-0' 6'-0" EL 339.92 M INV 337.42 - - - - - - - - - - - - � 4"0 WEEP, TYP OUTLET END ELEVATION dFALTH Dp =CHESTER PRECAST ''yy /� � r�H.Nynyot SI1)ART DAV1D OORYA a's6'wneuameeurvcretvmme.. Lic Na051D5 C..E..SOI.VIIWS.. oy Ncwwaevl 6/2]/21 ALBEMARLE COUNTY, VA AP,�TO ra/zt/zt AL 1 P_d• 1'-O' 1" CHAMFER, TYP ALP LUGA66G UTILITY ANCHORS, (4) ttP IN TOP SIAB e' TYP� ALP LUGA66G UTILITY ANCHORS, TYP 1" COIL INSERT ALP C1631412P, TYP. C I — ALP WGA6BG UILUY TYPICAL CULVERT ANCHORS, (2) TYP SECTION IN BASE SUB FOR TYPICAL WINGWALL DEMOLDING SECTION p NTx oA a0� WAICFESTPR PRECAST d � O e,1E.; SMART WVID GOPRA McNa.05L15 in smlw 6/21/21 COrzRRTRBN61NeNtwa SOLVIIQl8.1IG iO90 ip,� �'ST/ONALWWOI� ALBEM4RLE STRIAN VA TIjNNFI � neY CE,-TF TOP FACE C100 BOTTOM FACE 3 5' PE300 Cl-OF OUTSIDE FACE Cl-IF INSIDE FACE A100 UW 6t Al wQ �G o _ o 'oz o UU A20D 2" MAK REINFORCING ELEVATION A400 SIDE VIEW AS -CAST C200 INSIDE FACE C,-OF OUTSIDE FACE REINFORCING REINFORCING SECTION DESIGN MARK 512E WC TYPE CLEAR COVER 1;' TYP UNO Al 00 /6 6" SRt A200 /6 6' SIR ASOO /4 tz STi MOD d4 12" SIR plfAirxop e At 85 12" 'U' O� =CHESw�PRECAST 01 114 12- SIR 0100 44 12" SIR rbmmltManm 6113ARTDA1zID GORKA srec Alrrmuel lrzuwroriwn C200 }4 tY SIR LTC /21/2 15 " ' Cl-TF 04 12' WR b/2]/21 y. CrnxR6TRT:No1NaFAuv Srnvnars. acc n nsc EMAUNUS Ku Ct -IF {4 12' STIR q0� _ ALBEMARLE COUNTY, VA CI-0F /4 12' SIR TONAL�O "w'„e'::n m ra/zt]2t e 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 < LOS z F.F. LOC 9 LOC ] R.F. L sLL LOG 8 F.F. _ s LOC 4 T.F. LOG 5 B.F. REINFORCING ELEV WW-1 SHOWN OTHERS SIMILAR REINFORCING SCHEDULE BC-3 MARK OTY SIZE SPC TYPE LENGTH H A100 12 06 6" STR 11'-0° AGOG 12 #6 6" STR 11'-0' A300 6 g4 12' STR 11'-0° 18'-5' A400 6 14 12" STR 11'-0" At 12 J5 12' 'U' 15'-3' S-5' Bt 12 g4 12" STR 7'-6" C100 11 g4 12' STR 6'-1' C200 11 84 12' STR 6'-1" Cl-TF 11 $4 12" STR 5' 9" C1-IF 18 {4 12" STR 6'-;l Ct-OF 2] /4 12" STR 5'-9" REINFORCING SCHEDULE WW-1,2,3&4 MARK OW SIZE SPC TYPE LENGTH H V LUC 1 24 A5 9' STR S'-4' LOG 2 ,8 /4 12' STR 8'-4" LOC 3 16 $4 12" STR 17'-8" LOG 4 24 #5 9" SIR 6'-6" LOC 5 18 $4 12' STR 6'-8" LOC 6 14 #4 12' STR 17'-8" LOC ] 24 S5 9" "E" 4'-5' 1'-C" 3'-5" LOC 8 18 ya 12' 'L' 4'-0' 1•_0" LOC 9 2 #4 - STR 18'-11" TRIM BARS ALONG SLOPE, LOS 1, LOC 2, & LOC 3 REINFORCING SCHEDULE Ell MARK Qtt SIZE SPC TYPE LENGTH H V A100 12 #6 6' STR Il'-O" A200 12 g6 6' STR 11'-0" A300 6 #4 12' STR 11'-0' A400 6 #4 12' STR 11'-0' Al 12 #5 12' 'U' 15'-3" 3'-5' 8'-5' Bi 12 µ4 12" STR ]'-S' C1OO 11 #4 12" STR 5'-9" C200 11 #4 12' STR 5'-9" C1-TF 11 #4 12" STR 5'-9' C1-IF 16 /4 12' STR 5'-9" C1-OF 27 �4 12" STR 5'-9' REINFORCING DESIGN MARK SIZE SPC TYPE Lm 1 R5 8' SIR LOG 2 A4 1Y SR LOC 3 q4 12' SIR LOC 4 /5 12" STIR LDc 5 M4 N" sTB LOC 6 /4 12' STIR Lac ] P5 9' 'C ttt 8 A4 12' •L• LOC 9 A4 sm LOC 2 LOC I VERT R.F. /ERT F.F. )C 8 F.F. LOG ] R.F. � LOG 5 R.F. Lac 6 TOP & BOTTOM REINFORCING SECTION CLEAR COVER = 14" TYP UNO REINFORCING SCHEDULE BC-1 MPRN Ott SIZE SPC HA100 11 #6 6" I'-D"A200 A200NGTH 11 #6 6" l'-O'A300 5 #4 12" 1'-0'A400 6 #4 12' 1'-0'A, 12 #5 12"'-3" T-5" 8'-5' I 12 #4 12' I'-- '-6"C100 II q4 12" '-2'c200 11 #4 12" '-2"C,-TF 11 #4 12" '-6"C1-IF 16 #4 12' '-2'C1-OF 2] b4 12° '-8' LOC 4 T.F. (2) #4BARS 6" µ4 THREADED DOWEL -IN VERT. 0 12"On •T MOUNTING RECESS DIA-10NC DAYTON FERRULE INSERTS 0 12"0C PRECAST 'HEADWALL DETAIL 1° CLOSED CELL Z" NEOPRENE GASKET, ENE 3. 1. VARIES INSIDE FACE JOINT DETAIL �drU'L'TNUW �O WA1CI6f 5TER PRECAST SIUART MV6) 60R%A Ik.NP 052115 sraclACTravcixaclwrwvloan e.: 6/zl/21 CONGNO.E OM0ERWOSOLV11dR.. "90 � Te Y^mx�TM m ALBEM4RLE COUNTSTRIAN TUNNEL — VA /ONAL?Mj0 m e/zl/zt SCOTTIR. C5'LLINSZ Lic. No. 035791 7/12/21�� o�S'IO&TAT. 022 Z Z O d o Z ED r Q C O I > H Z u C (� r/ w � `u D C W ce G 0 W N � 0 ON N V J L9 U C'M m s M Q d) 0 N Q o ° M O 3 N O a N QT W O V! O N Q > O y / O W J ZJ _ s J Q > Q w U) O Q o L9 W O O V / z N � o z z zD m U Z 0 O 1 � < v Y U W � o H O U W 0 Q C ul Lu o ^ LL r Z Z W 0 W W W M Z LL 0 Z W Z J w O J J 0 O O r •�L, 4 V 1 I 1 DO > O W x O � U x N Q y N W O J O F_ C w CJ E w K LO O d N � JOB NO. 182150DO g to SCALE ° NONE ° C O 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 6 + W 0 6 + 00 0 6 V O 6 + rn 0 6 + 0 0 6 + lF 0 6 + 0 O + N 0 6 + 0 0 + 0 0 0 + N 0 0 + N 0 0 0 0 + r 0 O + 0 0 0 + 0 0 Uj W W 1\ W W W u, O I I lf1 O U1 343.3 343-72 I I 342.9 I I 347.28 I 342.1 I I 1 350.84 �I 340.7 I 354-41 I I 340.9 I I I 354-74 341.6 I 1 1 350.50 1 341.8 / N l0 m 35030 \ BO \ E/15 341.g \ 350.01 \ \ 349.4 \ 350.18 1 EX E/P N II1� r 0 1 m 350.4 L C/L I„ Ir 350.2 V EX E/P I 348.4 I 348.46 / 344.1 / 344-96 / 3423 341.46 1 I 342.0 I I 338.25 1 I I 342.0 I 338.68 W I LM LM 0 Ln N 0 0 6 + Lo 0 6 + co 0 6 + 0 6 + o 0 0 6 o + 0 6 b 3 o u - � v� Cl) v N n 0 + a 0 r 0 N 0 o S 0 0 O + 0 0 O + 0 0 O N O W r W - W LM O Ln O 348.o I 347.3 I I I 350.32 I 346.8 i I 352.68 I I 346.4 I 1 354.86 I 346.1 I I 352 95 II 346.1 350.08 I II 346.4 348.96 PO m OD F ,an --I an 346.E BOC 348.48 I I I E/P 346.5 I 1 348.68 1 11 348.5 1 348.8g oEX } to 349.1 I I� C/L o 349.0 I EX E/P I 348.2 I I / W .11 W W 41 Ln O u, O W 01 O 6 + 00 0 6 + V 0 6 + M 0 6 + 0 6 0 0 0 O6 + 0 0 z 6 V)° 0 D 6 O 1 D O + 0 ° O V n ° 0 0 U1 1 0 (n + m n 0 z + w 0 6 + 0 0 + ao 0 6 V 0 W m O 6 + m 0 W tr1 U1 6 Ln 0 6 0 6 + w O 0 ° r + 0 0 6 0 + C ° o 0 0 ° 0 1 0 (n + 0 D N o + + N O ° O n 0 ° w Lr) ° V) m n ° 0 0 0 z W V1 U1 0 + 0 0 0 + m 0 W W W W 41 U1 U1 O U1 O u, 342�4 343.8 I 346.04 343.9 I 349.64 344-0 I 1 353.25 I I %1.0 351.07 I I 1 0o 6 I W m 350.87 n v I BC EP 344.1 I 350-57 \\ \ 350.1 \ 350.84 N EX E/P la I� 0 Ian 351.1 an C/L a 111Ln 10 m 351.0 E/P EX 348-7 I 348.86 / 44-5 I 345-03 I I � 41 1W71 U1 w11W r r w w �.n v1 O U1 O U1 345.0 347-92 345-1 35131 344.8 1 354.69 344.4 I 354-90 1 II 345.1 I 350-59 I II 345.8 I 348-71 I m 90 -4 I �� 346.4 I BOC 348.23 I I E/P 345.5 I I I 348-44 1 1 1 348.2 1 1 348.65 EX E/P a I� 348.9 I C/L 348.8 I I I EX E/P 347.8 347.87 / 343.9 / 345.50 1 3433 I I 344-05 I 342.7 I I I 343.12 I I I 342.1 I 342.22 4- W W ul O U1 W 0 O 0 r 0 0 z 0 0 1 D O U'1 n 0 (n m 0 z 6 + 0 w (31, O 6 + W co 0) o O 0 V O 6 + m 0 6 + 0 0 6 + r 0 6 w 0 ° 0 6 T N N o 0 6 V) ~ ° O o + O 0 1 D 0 + 0 I� U1 n ° N 0 0 Ln (n o + rn 0 z ° + r 0 W rn 0 0 + 0 0 + 01 0 0 + V 0 6 V 0 6 + 0) 0 0 O 6 + F 0 6 + 0 6 + 0 6 + 0 0 O + 0 0 + 0 4 4I u, u, O U'1 O U1 341.5 \ 347.81 \ \ \ 349.7 1 351.38 1 I I 349.2 I I - I I 354-95 348.8 I I 352.13 349.2 I I 351 54 F v I / B C 348.1 I /P 351.20 I \ 350.9 351-54 1 E < E/P w I}a r O 351.9 m C/L II\ I�0 352.0 an I /1 X E/P / / 349.9 / 0 U11 0Lrl U1-1, Lrl W W -P, W A W V1 W U1 U1 O Ot O Ot 2LG.C1 I 345.16 343.9 I I 348.78 I 343.8 I 352-57 I I 343.9 I 355-44 344.1 I 35135 I 344.1 I 1 348.86 w Fao � m� �m nv 344.0 BOC 348.25 I II E/P 3453 348.50 I 1\ 348. o \ 348.66 EX E/P 348.8 I I I C/L 348.7 I I EX E/P 347.9 I 347.89 343.8 338.99 I 342.9 338.83 I I 342.1 I I 1 338.66 I I 341.2 I I 338-49 1 I 3403 I I 338.32 I i W 41 UW, Uwi U1 O V O Lri W a) O 6 + 0 0 6 + 0 0 r 0 6 iC7 `" 0 0 z 6 V ) N 0 0 N 0 D0 + � °o O N Ln n ° iC) 0 0 0 1 0 (n + m 0 W M 0 + N W O 01 O N 0 + 0 0 6 + 0 6 + co 0 6 + V O 0 a r M 0 ° 0 ° C + 0 o O D 0 v� o -� 0 D N + o U1+ O 0 n 0 6 V)+ N V)o o + _ o O 0 z 0 + 0 ° w 0 0 0 N O O 0 O 0 W W W Ln 0 Ln 3543 354.6 I I 353.12 354.1 I 1 ILI Ll 352.24 o m v .41 OC 353.0 E/P 351.85 I -'.2 352.25 X E/P I� I�� 0 I m 352.7 I C/L IN I 110 352.9 m EX E/P i I / W W W Ln 0 Ln 1 . 6 + 0 O r 0 6 + iC7 0 0 C z + (%) 0 0 D o O D a N O + n + 0 0 O U1 (n o m 0 0 ° + N 0 W O W U1 W U7 O U1 355.7 355.8 I 354-47 I 355.3 I I I 35330 N m BOC 354-5 Ll 35z.84 I I I 352.8 353.24 EX E/P Ll I� 353.7 I Fn I I to C/L 353.8 I EX E 352.5 1 / W W LM o Ln Ln wrn o t Ln 0 r L Ii 343.9 I 342-41 I 344.0 I 341-93 I I 343.6 I 341-55 I 343.4 I I 342.18 I 343. I 340.8o 343.2 I 351-47 343.1 I 354-97 I 343. 1 352.16 343.5 I 349-09 w w tan t�) -1an 343.7 348.89 I BOC I (I EIP 345.0 348.69 1 1 348.2 348.87 EX E/P } 349 0 C/L IN I 348.9 I Ln I EX E/P 347.6 I 347-46 / 343.6 / 342.46 / 341.3 I 337.88 I 340.2 I 337.61 W W w w oLn 0 v"'1 01 0 0 + tD O 00 0 0 6 V 0 6 + (n 0 6 + Ln 0 6 0 O 0 0 G) 6 0 Z 6 (!1 0 0 D 6 + 0 1 D O 0 o r + N n ° 0 0 U) 1 O (n + m 0 0 0 0 + 0 W 0)0 0 + 0 1 6 + 0 O r 0 G) 6 + iC7 0 0 C z U + (n 0 0 ' O D 6 (h1 + Q 0 + n ° 0 0 0 U) V) (n o + m 0 0 ° + N 0 W 01, W W V1 U1 O u, 356.o I I I 355.9 354.8 354.6o N F F N im nv 354.4 BOC E/P 354.o6 354.1 354 43 I u E X E/P la I N r O 354.8 I m qL 10 354.9 I o T 354.4 I I I W W U1 U1 o Ln M W W � p. ttA Ln O v1 o I I U, o to 343.2 1 344.87 I 342.8 I 348.07 I 1 342.5 I 351.28 I 342.4 I 354-49 342.4 I 35332 I I 342.8 I I 349.67 I 342.9 n v 349-47 I BOC II E/P 344.4 \ 349.23 \ 348.9 349-40 N X E/P ILn IM 349.6 m C/L N I� r 349.4 EX E/P / / 346.o / 346-57 i 334.8 i i 341-57 I 330.0 IW W � U1 to o v1 O v, o to 0 r 0 G) 0 C z 0 D w U'1 n 0 U) Ul m 0 W O W M 0 0 r 0 G) Z7 0 C z 0 Z7 0 0 1 D N + O 0 V) V) 1 0 REVISIONS COLLINS ENGINEERING DATE REVISION DESCRIPTION �o�d C0� P1Q 4/9/21 INITIAL SUBMITTAL ��� 3 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 z zl�to o Z a PROJECT r x D N z STATE ROUTE 643 - POLO GROUNDS ROAD - PHASE II ROAD PLAN1°.iz7 O 0 m � O V 11L� ✓ SHEET TITLE POLO GROUNDS ROAD CROSS -SECTIONS These olons and associated documents are the exclusive Drooerty of COLLINS ENGINEERING and may not be reproduced in whole or in cart and shall not be used for onv ouroose whatsoever. inclusive. but not limited to construction. biddina. and/or construction stakina without the express written consent of COLLINS ENGINEERING 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 Landscape Notes \ \ \ I \\ \ _ _ `\\ p o ray CHARLES R HAUGH & \\ \ \ \ \ \\ \ \ \ CHARLES R HEIUGH coNTRACTORpTQ USE EXTREME CARE AND CAUTION AS NOT TO v v v v vv o y E J OGLESBY JR T �� v \ v \ \ \ \ ELIZABETH ANN OG DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF \VAA A\ \V -I TMP 04600-00-00-018E0 =yam �' A\\ \ \� A TMP 0460o-Oo-oo-o18AQ CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF V CONSTRUCTION v \ v A \ — I / 0 0 7.5o ACRES V A 29.92 P�CRES _ \ \ EXISTING VAR WIDTH PUBLIC X G STREAM \ 33� - SCOTT/R. CbLLINS'Z \ \ \V I / oB1 P o - NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN 6 V \ o DB 2 PG 6 6 5 44 ]SENT V A V A \ \ I � 5 95� 3 D.B.B. 121 PG. 6 6 \ \ PROPOSED - 3 ' " U Lie. No. 035791 DDRIPLIAC OR SHALL TREESTPRIIOR TO MOBILIZATION (LA) TO �_ \ \ V �y E DORM DRAINEASEM I \ \ 3'GRASSSTRIP - - _ _ ROPOS STORM CONTR \ \ \ o \ » / \\ \ \ ROPOSED ASL TREE (TYP.) - - - - _ ��pc 7/12/21 l DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION Q y\\ I l n MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST of p �� \ \ \ \ I` \ \ \ _ _ 'EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT LANDSCAPING BLOCK SBED WITHIN / \ \ \_ \ \ ROPOSED io' ASPHALT PATH- ROPOSED MV TREE (TYP.) SS70NAL ECG BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE \ `, ? I \ \ \ \ \ D.B. 121 PG. 6 6 3 FINAL SITE PLAN \ \\ \ - - < - - - - - - - ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR 3 N Q m \ \ o \I \\ 7� (ARB2o21000i8-APPROVED /1 /2021) III' - -- - DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. N / 0 4 5 N � v V A — s/o- / CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE � � �I J) ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION' I / ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL 6' �`� V ----------- / // EXISTING v - _ o- �es G _- / -- _ _ -_ - TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL (1` "" \ - - - o / / �� 1A - 1 \i / A - - - LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL \ ?U _ _ - �- / / / II _ _ - — _- - - / 8 Sao \ m BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED s u, \' EXISTING POLO GROUNDS ROAD o- �- - - - - - _ _ / // / / / y Yg ', ' �'o ) z BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. _ _ ° \ PHASE I IMPROVEMENTS _ - - - - - / _ - � � � - - - -k \ \ - l I - -- - i f - ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE V O \ \ \ Q - - - - _ - _ _ - / a m _rt DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA 3 \ \ \ , / �a - \ _ _ v SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO \ \ - - - �/ p &as mB " _ - _ - - - - m DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED \ \ \ \ - q SsSma w-_ - - — - -- ev _ — w _ _ .. \26+50 2]+00. �64R Q METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL \ _ _ 1 _ _ __w_ _ w w `- - z6+oo _ - - 2]+So �_ C6 1z' BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE _.- - _ - - - _� - w --- + O - \ _ 28+ z J F WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS - _ - -- `- -- --- o'R �5 5 13' w °O ¢ O METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND k - 7/l \w\ w --- > - 0 TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN \ o \ \ _- w ---` _ --- - / z5+oo � DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING w-= w J ® / 2(++50 ( \ - _ - - _ _ _ vI m DRIPLINES. / — — — ------ - —� — ^STATE ROUTE 643 POLO GROUNDS ROAD — _ _ u 7) Z — -- \ - / 13' EIP FK _ / �z4+oo---= — VAR. WIDTH, PROPOSED SPEED LIMIT=35 MPH y Z m o ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1 SHALL --- ® - - - - --3 --- - 3 5 - - - - - - - - - / j = - - - �� =Z -= O O <L J BE MATCHED AND SUPPLIED FROM THE SAME SOURCE PER �, \ z - - { _# - - - = \ - - J -� SPECIES . ® w _ _ ____ z - - / - +oo z + o J 6 �1 \ EXISTING EDGE OF = � / / ' _ - - - - - - - _ � w CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT W/ --_ / - z 5 1-2EIP I r _ _ / - - - - - = H 0 -- -� PAVEMENT TO REMAIN - - - V' / - m -STA.- - o • O _—__- -+ - O J MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF i OP �- zz+o _ - - - BEGIIN PHASE z POLO GROUNDS ROAD CONSTRUCTION 1y go _ � o �° �� � O Q � � \ ¢ SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING QSR /__ - _ o �-®� ° 0� {o��y_ I I II _-- o �Q / �`��O c / INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED 7 m RwN PN 2i+5o - - - - - - Oo �_ � 9 / ` EXISTING GUARDRAIL, _ O 9 / / / / - _ - <<0 o BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. m G M F - - - ° - Oo of EXISTING VAR. WIDTH PUBLIC TO REMAIN Oo �O 5 — a o _� PO \C'3 _ - - \ \ - -- C STORM DRAIN EASEMENT / �M �_ -- --- o� - - -_ �\ pow;' � � w LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT �E61+3 CEO }o° - - - _ - - - Q� \ \ / D.6.5121, PG.6yy-6 / \ \ - - i / MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL Ov SP 263 z1 / - _ - EXISTING POLO GROUNDS ROAD - -- __ / 75 / \ \ - / / - / \ \ w PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY CER \DEN' 4$1P / \' - _ _ - - _ �- / / - \ _ ` / \ \ OO / / \ \ \ � P 8. _ _ - PHASEIIMPROVEMENTS O / \ LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. S vPR' �' _ - _ - _ _ \ - - QO \ \ \ 0 / / \ \ PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF / NECESSARY, AFTER FINISHED GRADING. O / / / / jtO- 0 MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND O Oo Q _ / - - - - - - \ FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A aO°0 a- EXISTING / / - ' / - - - \ EXISTING too -YEAR FLOODPLAIN (TYP.) OR 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE /' �/ / - - - - \ �i O TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING O / ' / / / ' \ \ \ - - - - \ \ \ _ / / / \ w N N BEDS. MULCH TO BE DOUBLE-SHREDDEDHARDWOOD. / _ _ PLANT SCHEDULE: o � CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND � \ \ - \ PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE � �' " - / / - � \ - J \ \ \ \ i SYMBOL BOTANICAL NAME COMMON NAME S12E QUANTITY CANOPY TOTAL CANOPY TREES ARCHITECT IMMEDIATELY PRIOR TO ORDERING. \ / \ \ y ` / \ \\ ---. / I ASL JACER SACCHARUM'LEGACY' LEGACY'SUGAR MAPLE 2-112"cal. 16 195 3120 ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE -" �' // '-� / \\ / \ - -' \ CROCKETTCOR-PORATION / / LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICANSWEETGUM' 2-1/2"cal. 13 238 3094 MAINTAINED BY THE HOMEOWNERS ASSOCIATION. _ _. / -- ' - -- � -- - TMPo4600-oo-oo-ol8Co_ CISQUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 18 329 5922 UNDERSTORY TREES / ' \ ACRES --- V9°5 / JV IJUNIPERUSVIRGINIANA EASTERN REDCEDAR 4-5'ht. 1 20 16 1 320 \\\ ` DB6�i-4;PG3.93 MV IMAGNOUAVIRGINIANA SWEET BAG MAGNOLIA Ght. 1 4 113 1 452 -'ht. 10 SHRUBS PINUS TAEDA LOBLOLLY PINE 4 5 co 207 2070 \ / IGS ILEX GLABRA'SHAMROCK' SHAMROCK' IN KBERRY 24' min. 57 MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24" min. (lei NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 47 N \ VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 51 d- TOTAL 14978 C7 _� / // v AV A \ V V A\ v / /' �y — -- - GRAPHIC �CALE -Mp o / - ROPOSED CIS TREE (TYP.) POSED MV TREE (TYP.) / N /go / o / i5 0/ / 6o O / / ( IN FEET) /],cinch = 30,ft� Q ROPOSED NHD SHRUB (TYP.)\ \ -- i�2 / i' ZABETH �NN OG / / / v - / / i / / / W MPI vv // k� // / / / - - - / / / / / v PROPOSED MP SHRUB (TYP.) / J / ' / / T O 600-00-0 -oiMo - - - - / / / / / / \ / / / i / / " ROPOSED LSR TREE (TYP / / / 4 - - / / � / \ / / PROPOSED ASL TREE ( YP.)--; J_ k OS JV EE - - / _ / R P T - - - ROPOSED VP SHRUB (TYP.) / / / / 2� �33�PG \ v / / �� / / / / / A \V A V PROPOSE R (TYP - �-------- � / - -- / / - OPOSEDLS TEE(TY ., / / � / � / / / PR R TT E P ----- ---�/ / // / \\\\ \ - // / ,PROPOSEDCISTREE(TYP. P R E TY J' _ _ _ \ LLJ ROPOSED I - -- _ _ = 8 T P _ \ / / / / \ \ / / / / L9 ROPOSED JV TREE (TYP.) 380 / / / - _ - - - _ PROPOSED IGS SHRUB (TYP. / / // / / g2 R , . / EXISTING STREAM - - - 3 / Z LLJ / \ \ - - - - / \ \ - - - - PROPOSED 10' ASPHALT PAT 2]+5p _ __ O \\ \ \ _ / / / / / _ 28.00 U (fi - _ ! PROPOSED VAR. WIDTH \ \ - - - - / / / / / \ \ \ \ \ / 28+SCIw - PROPOSED JV TREE (TYP. � DRAIN \a I AGE EASEMENT - - - - - - - - - - - - ay+0o \, R O UB (TYP.) - - / PROPOSED VAR. WIDTH TREE (TYP.), ROPOSE E TYP. A \ OP SED MP SHR - - �. 37Lu 6 PT/ ' POSED - ��- - v i/ A - - ROPOSED JV TREE (TYPJ DRAINAGE EASEMENT A V / / -_ - - RO-P_ OSED 1o' ASPHALT PATH_ - w / A AV -I- J - ' v T - -- 8 - _- ---_-- -__ --- / XISTINGS �So \ 4C - --_ - - - - - -/ / \ NIT/ w' _ - -_u'\ \ �`, \� k- ---- - - ROPOSED - - ----/ / / / \\ ,��Q, ! „% M 33}00 (n ROPOSED NHD SHRUB (TYP.) - - \ __ \ _ ;; ,; � L__ �\ _ -- - - -- ---STREETYP.- - � / �-�'��' �� � i'� � Q O o - _ O -� Ln O `~ \ �� _ ?, - - - - - _ - 1 - _PROPOSED LSR TREE (TYP) - - / Jo C LLI Nil 16 �6}00 v - �_ EXISTING GUARDRAIL - - - - - - TO REMAIN \ QO EXISTING EDGE OF �O `� \ \ \ 3i+so \ o:- *°- 30 35+Oo / / / / '� / - - - �. PAVEMENTTO REMAIN - - P \ \ �> ' / /i/ 0 PROPOSED 3' GRASS STRIP \ - \ 32 7_ 701'R - - - - _ - 34 / ' /' N , 00 \0 32+50 3/++00 — % i ' =i / O_/ i % O 33+00 1 33+50 - - / STATEROU 13 ROUTE 643POL - VAR. WIDTH p O GROUNDS ROAD o OO = - - _ EXISTING EDGE OF i PROPOSED VAR. WIDTH ROPOSED SPEED I _ - - - - - -"PAVEMENT TO REMAIN' Y � v DRAINAGE EASEMENT IM =3MP T5H _ --- a`""� EXISTING GUARDRAIL \ - - - - - --------- --- TO REMAIN — — — — ----CROCKETI`CO-RPORATIO — - — - - / EXISTING too -YEAR FLOODPLAIN (TYP. - - - � o 00 oQ o18Co \ _ _ 79•rjOACRES- PROPOSED VAR. WIDTH DB"624, p� T 93 _ - -- - _ _ DRAINAGE EASEMENT \ - Q 12 Q O�/ L_L Lu 1--1 Q z ,.0 a LL � Lf) z H z Q U 0C o r V Q O J O Ila_ "11- QL Lu ~ w Lu F 0 w a JOB NO. 182150 SCALE 1"=30' SHEET NO. 24 PLANT SCHEDULE: I ♦ ��� 1 V A V 1 \ QO \ V A V - - ' /' / SYMBOLI BOTANICAL NAME COMMON NAME I SIZE 1QUANTITY1 CANOPY I TOTAL �O CANOPY TREES Wy. ASL ACER SACCHARUM TEGACY' LEGACYSUGAR MAPLE 2-1/2" cal. 16 1 LSR ILIQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 13 EXISTING STREAM 238 3094 \ \ CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 18 329 5922 \\ \ \I II ROPOSED io' ASPHALT PATH UNDERSTORYTREES I I , orOO \I AOo PROPOSED2o'ACSA 1A \ V A \ / v PROPOSED QS TREE (TYP.) 1V JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 20 16 320 I A I \ \ A ' v \ \V A 1A \ 1 \\ UTILITY EASEMENT MV MAGNOLIA VIRGINIANA ISWEET BAG MAGNOLIA I Ght. 1 4 1 113 452 / O \ ) \ \ o / / / \ PROPOSED LSR TREE (TYP. / PROPOSED zo' ACSA / PT PINUSTAEDA LOBLOLLYPINE 4-5'ht. 10 207 2070 II I I I / \ \ C ` , \ \ \ / UTILITY EASEMENT SHRUBS I I O offA \ V I �A 1 V AVOp �� //// // / �-// !36 / IGS ILEX GLABRA 'SHAMROCK' SHAMROCK' IN KBERRY 24"min. 63 I ' I \ \ �, _ \ \ \ Oo \ / PO _ EXISTING STREA Qo MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24" min. 57 II I \V A `= PROPOSED VAR. WIDTH / \ �� A PROPOSED MV TREE (TYP. �� - AAo A� V � V/ /// ROPO� MPSHRUB (TYP.)�36 - / / NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 47 DRAINAGE EASEMENT PROPOSED N SHRUB (TYP.) ,` 1 \ / / 1V A``s ROPOSED IGS SHRUB TYP. - _--- VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24"min. 51 I , V A V \ \ II II I ��N" O•+ / �� / A /� :�( ) - 35 - �5 / A\ ROPOSED 10' A� HALT PATH /� y TOTAL 14978 \ \ \ I PROPOSED PT TREE (TYP. I�I 343o � POSED VI iCHARLES R HAUCH & AGEEA / ELIZABETH ANN OG / / I 1 1, ®- A� PROPOSED ASL TREE (TYP.) Q /TIVIP o460'0-oho-oc-oi8Ao �F W W y 29.92 ACRES / / EXISTING too -YEAR FLOODPLAIN (TYP.) SCOTT7R. CbLLINS'Z, Lie. No. 035791 ,� p 7/12/21� I&IOMAL E�Ol i 333� _ DB i PG 450 / / / / 1 0 // / J \ � 4 - ,35 � - ° g s _ ��_ - - � I \ \ - � � - � PROPOSED 1o' ASPHALT PAT, i ° ° " ��" - \ p + 354 / $z� --- " i PROPOSED VAR. WIDTH i�35o - ---- - \ U , _PROPOSED PT TREE (TYP. DRAINAGE EASEMENT \ e W o m ROPOSED MP SHRUB (TYP.'__ PROPOSED VP SHRUB (TYP. i �� - _ A V A 3h �� v - - - - - _ _ _ _ _ - - � �= ��zo a C - j.. PROPOSED LSR TREE (TYP. - - , I / / - r - - - I n* \ - _ OLit) H_ u - _ -- PROPOSED QS TREE (TYP.) _ - ROPO ' ' j / / i / / / - = I ` - + J / / - - " - 4Z+ 0 12 J43+oo / 43+So 44+00 - - - - 3 - _ - ~LU Z u L R (TY \ - _ _ - ROPOSED JV TREE (TYP.)- _ / - - - - ROPOSED IGS SHRUB (TYP.- _ _ - -- 11 I _ - - - }- ' - - - / �/ l!1 \ 44+5o H 41+50 �� o/ o � 1 w W 4i+pO ROPOSED PEDESTRIAN TUNNEL CROSSING � � ! � 13' � I u STATE ROUTE 643 POLO GROUNDS ROAD= WIDTH=50', SPEED LIMIT=45 MPH=- s - - �_ 40+00 _ _��_ \ D.B. 48i P. z63 T 'T� �a -E 39 5 PO \ +00 """ 13 i - \ \ \ _ O - PUTTIILITYASEMENT24 39 O to g+oo �"- 'w �' PROPOSED VAR. WIDTH- - - - , - - � �^� s� \ \ \ \ \ EXISTING EDGE OF 37+50 Do O OO Oo Oo po R DRAINAGE EASEMENT \ PAVEMENT TO REMAIN \ RAINA NT O +oo v Oo oo oo .9 � Oo--® LO -ROU %IIPH z 37 - o --T` 643 PO "LIMIT=35 \ \ \ 36+50 _ 00 Oo - > TE RO�JTE SPEED o` \ \ EXISTING GUARDRAILQ \ / , - - PROPOSED VAR. WIDTH 33� � \\ 0 jTl _ po - 5 �P p 'OPO DRAINAGE EASEMENT - - \ ��6 \ \ \ \ TO REMAIN _ / - _ - -- -VAR• WIDTHr \ \ PROPOSED VAR. WIDTH / ROPOSED 'S,RASs5Tf2Tis - - T / \ \ r \ \ \ ` RAINAGE EASEMENT EXISTIN V'1 - �_ 3 A \\ m --- -- ----------- -- - _ - - - - \ \ \ \ \ \ XISTI GSTREAM GE OF D PAVEMENT TO REMAIN --_--- _------- GUARDRAIL\ \\\ \ GRAPHIC SCALE\ \ - - - - - EXISTING STREAM \\ \ \ - -- - - - - - �- - - - EXISTING TO REMAIN \ \ \\ \ \ \ - rn __ O --- --- - -- --- - - - - - - - - - tj CROCI<ETT CORPORATION V A v vv vv v v ��v 30 o IS 30 vv s V v TMP046co-oo-oo-o3.8Co \ \ \ \ \\ \\ \ \\ \ \ 79.5o ACRES v v v v v v\ vIII II v (TN FEET) TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. DB 62PG 1 \ \ l 4/ 93 I I I �I I �l�nch = 30 ft. � PROPOSED zo' AcsA Conservation Plan Notes: �UTILITYEASEMENT EXISTING STREAM 0 / lW .. y W W y W 0." PROPERTY LINE ROPOSED 1o' ASPHALLT PATH �� PROPOSED1o'ASPHALTTRAILTOSTOPAT \ \ MONTGOMERY RIDGE OWNERS ASSOCIATION INC \ , PROPOSEDVAR. WIDTH ; STA.45+18(PROPERTY LINE) AND ONLY EXTEND \ \ \ \ C/O WILLIAM J DALTON DRAINAGE EASEMENT EAST AS SHOWN AFTER OBTAINING PERMISSION, \ \ \\ \ TMP046Do-co-oo-cociAo `FROM THE ADJACENT HOA, IN ACCORDANCE \ 1 \ \ �-W =WITH THE APPLICATION PLAN \ \ \ \ \ \ I 4.10 ACRES \y � -O� � �� / � �-- - � �, \ �� � \ \ \ \ DB41oz,PG47z / / _ \ I � \� 1/3 HT. OF TREE 1 _ + 354 / 5 -I u�Q \ _ - - I- - A _ - - - - - _ _ _ O \ - ✓ �¢ _\ _ - _ _ _ _ _ - _ _ 45+00 Tree Planting and Staking Detail Not To Scale -46p+oo I�- 47+00W -- 30 W - _ �47+50 - -------�_Y_� _-__ - - / 48+oo 12 ��---__ Vl - / / 48+ o _ STATE RO LU -'VAR. Wib-H /43 POLO GROUNDS ADzs PROPOSED SPEED LIMIT95 MPHamau- � -__ \ - EXISTING EDGE OF v v -PAVEMENT TO REMAIN JT EXISTING GUARDRAIL TO REMAIN XISTING STREAM WILLIAM A WELLS - _ \ - _ - 1 TIMP 04600-oo-oo-o23Ao. - / 4.79ACRES DB 3977, PG 520 V A _ EXISTING too -YEAR FLOODPLAIN (TYP.) A A _ -----� Ooo -� v y vv Evergreen Tree Planting Detail Not To Scale O v v 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 -DOUBLE STRAND #12 GAUGE WIRE SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 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 -z"xz"HARDWOOD STAKE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY CU T& REMOVE BURLAP FROM TOP �CUOF AFFECT TREES TO BE PRESERVED AND PROTECTED. REMOVE SHOWN 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. /SCARIFY SUBSOIL TO 4" MIN. DEPTH 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. � MULCH SAUCER 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 FINISHEDGRADE ENGINEERING DEPARTMENT. 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 TREES "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 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. TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE 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 AROUND TRUNK ABOVE BRANCHES THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. AS SHOWN, FLAG WIRES WITH 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" FOR ADDITIONAL INFORMATION. OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. -AMENDED SOIL MIX 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. -COMPACTED SUBGRADE County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans 1992 338 (1lundhook, pp IH-284-111-297 for complete specifications) TO 4" CAL. SHALL BE STAKED 'X2" HARDWOOD STAKES. 4" CAL. OR LARGER SHALL BE 'ITH 3 EQUALLY SPACED, TWISTED, NBUCKLES. LOOP HOSE AROUND LAG WIRES WITH COURVEY TAPE. i SPECIFICATIONS FOR INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH 1. The follorsm-ftars shall be shown on the plan: 113 Treestobesaved, LI Limits ofeleming (outside driplive of trees to be saved); El Location and type ofprotective fencing; LI Grade changes requiring tree wells or walls; to Proposed beaching or tmmelivg beyond the limits ofclearin, 3. Marldra s: 0 All trees to be saves shall be mmke3 with print orribbon 9 aheight clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector, 3. PreLomtractlon Conference: LI Tree moservatlon and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Sureaee: ZI Heavy equipment, romeular tragic and storage ofeonstraction materials including sal shell not he permitted within the driplines oftrees w be saved. 5. SOY Erosion gad Storsnwaor Detention Devia.: Ll Such devices shall not adversely affed noes w be saved. 6. Fires: U Frtm are notpemutred within 100 feet ofthe driphne of trees w be saved. 7. Toxic Materials: ® To>nc matanels shall mot be stored within 100 feet of the dnpline oftrcea to be aav�_ S. Protective Fencine: El Nees to be retained within 40 feet of aproposedbiilding orgrading acfivity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Impactor prior to grading or constracum, 9. Tree Well,: ® When the ground level most be raised widrm the dripline ofa bee to be saved, atree well shall be provided and aconstmction detail submitted for approval. 10. Tree Wall.: El When the groundlevel must be lowered witMa the dripline a bee to be awed. a tme wall shall be provided; and acomtruni.. detail submitted for approval. 11. Torenhim, and Tunneline: ZI When trenching is required within the limits of cleanne it shot be dove as far away from the marks oftesse as passible. Insinuating rmder a large tree shall be considered m an alternative wham it is anticipated that necessary marching will destroyfcedermets. 12. Ckanu. ® Prote ivefencing shall be the last items removed during the final deaeup. 13. Damn Trees: ® D ed trees shall be treated immediately by punning, ferRlimtion or oNer methods recmmneMed by a tree specialist NOTE: IS THE DEVELOPER'S RFSPONSH3ILITV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. COMPACTED SUBGRADE 7/12/21 Source: Va. DSWC Plate 338.2 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) U] - 401 5/1/06 ran,1 of 1 W N (`40 T N v L9 rn Q co ZCO 00 la 0 N Q ® M O O w WCY) N W LU J J_ Q > Q z _ 0 LU 0 J O L9 V / C7 -j z < z a z U U U I� Q WI Y CD z LU ® U) J Ul LU Zw M I..L J w �---/ LU I L o W 0 N U V)LU J I- 0 a W JOB NO. 182150 SCALE 111=30' SHEET NO. 25 r. 0 ti 0 ie n 2 u 0 /V 0 ,0 L 0 Z D Z n m Z m 70 V) m n 0 Z Z n m -v 70 0 n r m COLLINS ENGINEERING W W Un In O 0 372.1 O O O 370.0 R. + 367'4 O 0 + 365.o 0 365.2g + 362.0 00 I 362.71 + 36o.o 0 36o.13 + 356.1 °o I 358.67 + 350.0 0 0 + 355.5 0 355-19 + 354.8 0 0 353.5 35338 352.8 v, 0 1 352.15 350.6 0 350.73 347.5 0 349-46 + 348.5 0 0 + 348.8 0 0 co 349 6 0 0 c 351.5 f 353-4 0 0 355.6 K. 0 0 0 0 357.4 W V1 v A O A O T Vl X an � o G) z A G) o an A a < m v v� L J / REVISIONS W W W M V V Lri O U'1 W 00 O W 00 O DATE REVISION DESCRIPTION 3��a �7/12/21 4/9/21 INITIAL SUBMITTAL REVISED PER ALBEMARLE COUNTY, VDOT, & ACSA COMMENTS f�D� No N O CL ^ 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 PROJECT an an p D NJ z STATE ROUTE 643 - POLO GROUNDS ROAD - PHASE II ROAD PLAN o� n o SHEETTITLE SIGHT DISTANCE PROFILE These clans and associated documents are the exclusive Drooerty of COLLINS ENGINEERING and may not be reproduced in whole or in cart and shall not be used for env ouroose whatsoever. inclusive. but not limited to construction. biddina. and/or construction stakina without the express written consent of COLLINS ENGINEERING