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HomeMy WebLinkAboutSUB201700117 Correspondence 2021-11-07GENERAL NOTES STATE ROUTE 643 -POLO GROUNDS ROAD OWNERS: TMP04600-oo-oo-mMo HAUGH, CHARLES R & ELIZABETH ANN OG 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 TMP 04600-oo-oo-oi8E2 HAUGH, CHARLES R & OGLESBY, JR T 435 PARK STREET CHARLOTTESVILLE, VA 22902 TMP o4600-oo-oo-ol9Bg BROOKHILL MASTER ASSOCIATION INC 455 SECOND STREET CHARLOTTESVILLE, VA 22902 TMP 04600-oo-oo-oigB8 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-o2969 D.B. 5512, PG.303 50.72 ACRES TMP 04600-oo-oo-o2gB8 D.B. 5346, PG. 256 119.69 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2018o0011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. TOTAL PROJECT AREA: 04600-oo-oo-ol8Ao - 29.92 AC. (PORTION OF) 04600-oo-oo-o18E2 - 5.45 AC. (PORTION OF) 04600-oo-oo-olgBg - 50.72 AC. (PORTION OF) 04600-oo-oo-olgB8 - 2ig.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 BYLINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2oi5. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2025. FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2021. DATUM: NAVD 1988 EXISTING VEGETATION: EXISTING 5o' PUBLIC R/W ALONG POLO GROUNDS ROAD PRESERVEDIMANAGEDSLOPES: 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 OF THE PROPERTY. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. UTILITIES: ALBEMARLE COUNTY WATER & SEWER (SUB201700117 -AMENDMENT #2) RIVANNA MAGISTERIAL DISTRICT R,O Si- RpgQ7<LS ALBEMARLE COUNTY, VIRGINIA P°L° NOTE: AREA TO BE ADDRESSED WITH THIS ROAD PLAN IS LABELED AS "PHASE IV ROADWAY IMPROVEMENTS" IN THE APPROVED PROFFERS. SEE SECTION i.A. (TRANSPORTATION IMPROVEMENTS - POLO GROUNDS ROAD IMPROVEMENTS) IN THE PROFFER STATEMENT SHOWN ON SHEET 1A FOR A WRITTEN NARRATIVE. SEE "FIGURE A: BROOKHILL TRAFFIC PHASING PLAN" IN THE PROFFER STATEMENT SHOWN ON SHEET iB FOR A VISUAL REPRESENTATION OF THE AREA TO BE ADDRESSED WITH THIS ROAD PLAN. VOTE: SEE APPROVED WPO-2oi8-00013, "BROOKHILL ROAD IMPROVEMENT PLAN PHASE I, STATE ROUTE 643 'OLO GROUNDS ROAD & BROOKHILL SECTION i", FOR THE EROSION & SEDIMENT CONTROL AND STORMWATER VIANAGEMENT FOR THIS PROPOSED WORK. SHEET LAYOUT SCALE: 1" = 200' ROAD VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS iB PROFFERS 2 BROOKHILL MASTER PLAN 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN 5 SITE, GRADING, & UTILITY PLAN 6 SITE, GRADING, & UTILITY PLAN 7 SIGNAGE AND STRIPING PLAN 8 SIGNAGE AND STRIPING PLAN 9 ROAD NOTES & DETAILS 10 UTILITY NOTES & DETAILS 11 POLO GROUNDS ROAD PLAN & PROFILE 12 POLO GROUNDS ROAD PLAN & PROFILE 13 WATERLINE PROFILE 14 DRAINAGE & UTILITY PROFILES 15 ROAD DRAINAGE MAP & CALCULATIONS 16 ROAD DRAINAGE MAP & CALCULATIONS 27A BOX CULVERT DETAILS i7B PEDESTRIAN TUNNEL DETAILS 18 POLO GROUNDS ROAD CROSS SECTIONS 19 POLO GROUNDS ROAD CROSS SECTIONS 20 POLO GROUNDS ROAD CROSS SECTIONS 21 POLO GROUNDS ROAD CROSS SECTIONS 22 POLO GROUNDS ROAD CROSS SECTIONS 23 POLO GROUNDS ROAD CROSS SECTIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SIGHT DISTANCE PROFILES LEGEND TOTAL SHEETS EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT F-------------- L. - - I - I . I , , I . I I - I - , -1 EXISTING VEGETATIVE/LANDSCAPE BUFFER ---------------- GREEN WAY BUFFER ---------------- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK a VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING ---------- 200 --------------- EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506.21 FP 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 0 0 0 0 100 YR. FLOOOPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEER 0 Vl Z O N U) F�1 W ce Lic. No. 035791 11/2/21 z O a k � m w D 0 U) Z J O F- > z w r< z z w f O U a U U C6 LU 0 0 a' w a 0 w L Q ti J M co Cf7 Q N Q Ni- Coo/ LL 1--i O w N (n N Q w ; Z LU 1 J J Q LULU O O U) Lu Q U D O 0 i V LU ~ O J Ila- z w W 1 M � U7 J LU N� LL LU J c:) LU O O Q J 0 O w w x JOB NO. 182150 SCALE AS SHOWN I ALBEMARLE COUNTY SERVICE AUTHORITY I II SHEET NO 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cress - section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven 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, and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit the P P Y PP 8 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). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit') for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (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 monthly net rent 8 q Y , Y for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing P eq g Units may not exceed the maximum rents established in this paragraph 4B shall apply for Y P 8raP 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 any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Tern, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P tY g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained 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 q value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, (collective) referred to as the "In -kind Y Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The Itr-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 hi -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, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 SCOTT/R. CULLINSZ Lic. No. 035791,E 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. I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after zo the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County J a has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP gn P ) a Owner shall be relieved of any obligation to install a traffic signal. � U En co 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 W property: p J a m F- A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's ,,HA w design standards for a Class B- type 1 primitive nature trail, shall be established within the V l Greenway as described within the Code of Development. The general location of the Trail Network H\ is shown on the Application Plan; however exact trail locations shall be determined by the Owner / based on site conditions and in coordination with the County. Installation of the Trail Network W shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places 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 �7 �n ti M ch CY) N M i N O M N N Q > LJJ J J > L LI 0 J Of Q U i L LJ 5 U) L LJ L LJ L LJ ly- 01-1 O N U w I O rr a z 0 Q O t--t t--t W U) Q 1 Q O LL z M ,.0,.,/ cl V O J O 0- 110 M UJ O LL LU 1Q__ 1— V) Lu LL. LL. 0 IY d R m JOB NO. 182150 SCALE N/A SHEET NO. 1A W PHASE III ROADWAY IMPROVEMENTS p _. PHASE II R AD A O W YIM�ROVEMENT S )PHPRO EMERSECTION ♦ Z PROVEMENTS o /< PHASE I ROAD WAY IMPROVEMENTS PHASE IV INTERSECTION - i IMPROVEMENTS AlONatsrt i w� � , ¢.. IF e \ POU)G90UIIaS R01a i O a0,� ♦`yam - PHASE I INTERSECTION PHASE IV R AD MPROVEMEMS IMPROVEMEE NTS r40 GUR BROOKHILL TRA C PHASING PLAN rt UpF M ev 31ru&d . qSy \ ti000190, PROPO �aaA\\yr �, - \ ).\ - ♦ CR055,WALK DESTR)\ EXISTINGTREEAREA %\\ \ \\ i A \ \\\ \ 0,.. TRAILWAY CO CTgs1 TO \ \ l-. PROPOSr� VOMRDDDGTk��,]r9�\ 1 CONCRETE AL .APRONEMENTS-SWM'V\� ..PpROPOSED STgE�T�R \ Ilk \ \Y MONG CONNEROR RO� \ \• �� z P SEO LAN F AL GCONECTOORRWA 5 a 1 (�) ) PROPOSEDP i PATHIIIAVC E " I � —' V Y Y--c-J•--� \ N III \ I \ y. PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONS CONSTRUCT(.)NEW WESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WDH 3750E STORAGE EXTEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD FROM 50' OF STORAGETD 20C OF \ STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN OPERATION. INTERSECTION 2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (0 LEFT -TURN AND (d RIGHT -TURN LANE CONSTRUCTANEASTEOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WDH2S0 FEETOF STORAGE INTERSECTION 3 • ROADWAY E ' RANCIET /RIGHTAU ROASTRUCT TRANCETOROUTE25 • CONSTRURANORTHB OUND RIGH TURN AN EON US 19 WITH x00' OF STORAGE. PHASE II INTERSECTION IMPROVEMENTS INTERSECTION q CONSTRUCTNOR HBOUND ROADWAY TO PROVIDE URN TURN IANEINTEDGHDIANTLANE • RESTRPROVIDE PAINTED LEFT -T PROVIDE WESTB OUND LEFT -TURN LANE ONA OFSTORAGE. BOULEVARD WITH RESTRIPEOFSTORAGE. _ BOULEVARDA APPROACH TO FROM BOULEVARD PPROACH TO PROVIp (s) RIGHT -TURN LANE PHASE IV INTERSECTION IMPROYEMEMS INTERSECTION S CONSTRUCT SOUTIIBOUND ROADWAY TO PROVIDE (x) LEFT - TURN LANE AND (.) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAYWNHx&OFSTORAGE WITNESS the following signature: OWNERS oo�F fTax Map Parcel 04600-00--00-018AO: By: e"f 9l / /4 �CHARLES R./31A GH�l7 By: -r"isQY..cIUl x*.sux. lYV-OLW .� IZABCTH ANN OGL BYY I UGH Dale: x -:z a / 9 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , CHARLES R. HAUG�USTFE By: DOUGLAS B. OGMBY, TRUSTEE Date: 5- W-/q OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q= .. IY. Ann O. Haugh, Its President Date: " SA tot 9 Page 9 of 10 �/ /hq:;' ;'4/ NOTE: POLO GROUNDS ROADWAYANDL / �/ j..... SHOWN IN THISEXHIBITIS MRILLUSTRA FINAL DESIGNAND LANE CONFIGUMTIO / + ROADWAY IMPROVEMENTS WILL BE IN A, APPROVEDTRAFFICIMPARANALYSISAI CONSTRUCTION PLANS FOR THE ROADW PROPOSED SALAMANDER CROSSING (3 TOTAL) \\` 29NVERTED RETAINING WALLOD CULVERT F1EK6WALL SYSTEM 0 `Y � rP.XR - r� SALAMANDER T N U NEL 15 THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT i i I i HPROPOSED .- SCHOOLELEMENTARY 1 SITE I :..SCHOOL OWNER of Tax Map Parcel 04600-00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: QJAAi C9 zd64449, /- AA£dal.,,& AnnO. Haugh,' Its President y Date: «y V., '.2,019 OWNER of Tax Map Panel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: Q.t 4 0. k1. "74 Ann O. Haugh, Its President Date: %!21L 5; ao / 9 Page 10 of 11 ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-0191111, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A I, 04600-00-00-019A2, 04600-00-00-019B 1, 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 1D IH 6 and 8 of the Proffers that were , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2- P P P g, g § 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to uro, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup Isors ft Nay Mr. Dill Y Mr. Gallaway _ Y _ Ms. Mallek Y Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHH.L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, M ger By: AndrevffjoFGinty, Its President Date: S 23/2o raj BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend MI'L Manager By: Alan R. Taylor, is President Date: �rW I q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessaryto complete the connector road to be awarded 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 9 , WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS the public comments received b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. pp P P 9 NOW THEREFORE BE IT RESOLVED that the Albemarle Count Board of Supervisors , Y P hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countolpervisors Ave Nay Mr. Dill Y Mr. Gallaway Y _ Ms. Mallek Y — Ms. McKeel Y — Ms. Palmer Y Mr. Randolph Y SCOTT/R. CULLINSZ H Lic. No. 035791,E p 7/12/21 Aj Zun z O a z O < J F- O En z 01 DJ 01 u W W W N � Q ON N 7 In 0') z r i 00 101— `' / i N GC M O 1 I� N I� LU W0) N N L / ^Q I..L W 1 � \JJ _ vJLU O O U) Iz cl� LU 01-1 Q L.L ZD U � 1 ILL d W O — CO J O Ul 0- W Z1 �W r�// ILr- M a..F U) W J � w ~ W Q J ce LU O N J u ti ~ Lu I C1 Or Lu t=n JOB NO. 182150 SCALE %A SHEET o. 1B H OFF NOT SCOTT R. LLINS"Z __ LiC. No. 035791 THwp�pQ}, c2 J PROPOSED TRAILHEADACCESS AREA T V-`•qRb C� l PROPOSED ASHWOODBOULEVARDCONNECTION — THOR UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT - J y cJ l Z Z III ��a� 7/12/21 G �S 1Sl S F OR R MORE INFORMATION REQUIRED BUFFER \ PPO N o LLW W z ZONAL E PROVIDE PARKING, AN INFORMATION KIOSK, AND A PEDESTRIAN ROAD CROSSING TO rr. �� *_•, / c� % c] r j CO TRSING ACCESS THE MULTI AILWA \ S ya HWOpp a -USE / `j W J LlJ O OO BLP Z w ^\ \LU C � o LAKES �Q \ ` : \_ NEIGHBORHOOD C T \ QJ r II I SITE Z x W w ROUTE xg IMPROVEMENT _ \` • 4 135- 00 SW` O p sp ` ~ O _ SWIM FACILITY # COUNTY OF 3 ' 'MIN. NATURAL BUFFER. o EMARLE p 3 ROPOSED PRIMITIVE TRAIL WITH - �� c \ - � R O M RO 7Z<S q0 � UI m Z . Z U W u Ln m pill' CONNECTION TO FOREST LAKES r ¢ i ---� --a, PO Q rm J p I - , PROPOSED © Il n) / I' ALBEMARLE COUNTY RESERVED STEEP SLOPE o > PRIMITIVE BLOCK 1 TRAILWAY 3 ) (TYP.) Q, 0 o V N�l z C ° Z o m n - -- TRAILS (TYP.) VICINITY MAP: SCALE: 1" = 2000' h� � DEVELOPMENT w g o AN COURT 3' O O o¢ J O w GENERAL NOTES / AREA (TYP-) OWNERS: TMPo4600-oo-oo-oi8oc TMP04600-oo-oo-oi8Ao< Q IIII R. & BLOCK 15 PIP ,�� --- - - ,' �' '- - vd�• _ I ` " - _ \ - % 1\ HAUGH, CHARLES R. & HAUGH, CHARLES E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. PARK ST SEMINOLE TRAIL m -0 /// ' =' <. �. I ` 43S 2575 CHARLOTTESVILLE, VA xa9oi CHARLOTTESVILLE, VA xx902 z Q T.M. 46 - 188 HORNE LAND CORPORATION ' - ''' L - _ "'" - W < w - _ c, a TMP o 6o0 o0 o0 of oo w ----- ` ``" ... P. -'. / ------- / SPPENACE Q CROCKETT CORPORATION E GO HAUGH & H LVIN z w Ul 41.. (T.\,p) mac\, ��`--�. 435 PARK ST V) � w t f I -_ ,. „y BLOCK 12 I PROPOSED CIVIC SPACE- �.�0 ' \ --. - �P � CHARLOTTESVILLE, VA x1901 f7 z C7 z s q> i BLOCK so � i a `� 4 ;- EASTERN POCKET PARK (LOCATION TO BE DETERMINED j �O�'+ 1 O - ❑ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4555ECOND STREET SE, SUITE yoo O w O w O U EXISTING ioo-YEAR � -�\\\ WITH FINAL DEVELOPMENT PLAN) "• -� CHARLOTTESVILLE, VA 22903 W x W = Z_ z _ FEMA FLOOOPLAIN(TYP. , _ ,-- _ PROPOSED VEHICULAR -- - INTERCONNECTION ACCESS \/��y ENGINEER COLLINS ENGINEERING ` zoo GARRETT ST, SUITE (./) z J a � z ~ z O z O z g BLOCK �PRO 9 \°•o ---- IVE III - - ' '" CHARLOTTESVILLE, VA xxgox Z O g m v, p _ - \ ` /, - T AY = > \ �. `•. `' ,1 _. ' MOOT - TO THE MONTGOMERY - ' o' MIN. NATURAL BUFFER ' 0 � f m k Ez z z ROUTE z _ g �. \ . ° � r r _ ^C� , ;: \\ , a / '' J , : - °°ir/ ".: ( i' RIDGE NEIGHBORHOOD ; r' "� o TAX MAP &ZONING: 0 600-00-oo-oi800 0 600-oo-oo-oiBAo 0 600-oo-oo-oi oo 4 4 4 9 I u o o w w f S F Q 0) N IMPROVEMENT .. PATHWAY .. .. ♦� a .d I i \:,: �,:.,� ' 9 .,.:.Y OPEN / # ' �_ ' / OA D.B. 73-4 PG. Ego D.B. 1333, PG. 450 D.B. 731, PG. 690 r"� W a m S o O f o u z w '--- 1' - R PO EDCIVICSPA CE .�, \', SPACE ALBEMARLE COUNTY R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL o z � W f i . `, (TYP. i BLOCK 11 GREENWAY �- e a � � .,h \ �. /,, i / MANAGED STEEP SLOPE � / (Typ) 1 p RV- TOTAL PROJECT AREA: 04600-o0-oo-oi800 - 42.55AC. u w a z w n z O O ROUTE xg P„I ;;, (l'YP.) - ♦, :.. \ '.',' / M ��=�<.�^ Op0 j )� " ~\'• • "` 04600-oo-oo-m8Ao - 27.29AC. g g z IMPROVEMENT i ;_ � .., ', ; _ e _ .. R(TYP •� ..� '' .: G AY ,� �.: ----- BLOCK 1B G E$ \i oy600-o0-oo-oigoo xo7.66 AC. TOTAL o 0 � 0 SWM FACILITY#z Iii PROPOSED 5o BUFFER ._.- GREEN AY (TY) °� �0,'0- UPLAND PARK ". \ \� `< y1T°'ft ,o��,ee ... _• \ c' , -� - r� _ 6�`'p N� z oAC. 775 PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w N �ii a w N Tii s U < z AROUND VDOT STORMWATER- I MANAGEMENT POND ) y: _a �_ EXISTING ARCHAIC WOODLAND "-.,� \ \ �`,� CAMPSITE AREA TO BE PRESERVED ! �"' DEVELOPMENT AREA (TYP.) M\L - O ti� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY UNCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY ao15. z g L9 z , �- \ J - '�' I r /,,,. , Wiz, \ . '$ '" '`" ,n • _ ...7, < BLOCK 16 ��,:a'.,,,., , ,, � " - �H BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARC xoi . 5 p M � � � �......q '�,C°. ' � ,: \ e• / . / % l,, DATUM: NAVD 1988 C ) z9 0 EXISTING ioo-YEAR .r,,,e - 0 i TREAMBUFFER(TYP. • d k \ FLOODPLAIN(TYP. •o - UTILITIES: COUNTY WATER AND SEWER CV �J I BLOCK �" 'S / / � FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD w v, v, m co Iv ® � O il' PROPOSED RIGHT IN-RIGHTOU r¢ q z i �� ___ BLOCK q - \' r ' ( DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s e - It INTERSECTION IMPROVEMENTS. w SEE BROOKHILL TIA REPORT S Z .� �,,,, / \'. TRAFFICCIRCLEROUNDABOUTMAYI ��� _ I ALBEMARLE COUNTY ,'A....:•-->- �--- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0 0 0 0 0 0 _ FOR FURTHER DETAILS: '', MAIN STREET _ BE CONSTRUCTED AT THE ���PRESERVEDSTEEPSLOPE� "'-, �� f' `^ MONTGOMERY RIDGE 1-1 3 BLOCKS ' i%';:> NOTES: vi j ii BOULEVARD ENTRANCE •.-r•. 3 INTERSECTION OF MAIN STREET AND (Typ.) - , THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 r / NEIGHBORHOOD z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. CD Lu Z I OPEN - )� '\ �' _ - jt � ' � �` z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 (V / /1 Q SPACE i OPEN - - DETERMINED WITH THE SITE PLAN PROCESS Z N l/ J - TYP. ' (� ) �• .a �'% SPACE ,,yy\ c ' T/ > 3 ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWITH Q (TY F. _ ` ,,,; ;- ' '_'� '� 4y O ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J \� T 2 BLOCK1 I I EXISTING PROPOSED ' ���.../// OR FOREST LAKES. / LLJ I FLOODPLAIN (TYP.) s.: a, RIMITIVE ,�� £' 4i �d S THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OFTHE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN I T.M.46-i8D ! n° ( TRAILWAY ,' 2 p� O J V) CRAFTON CORPORATION _ I •, I BLOCK . O / G OP O C�� 2 THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. 7 Z J Q Q 2 F DEVELOPMENTAREA BOUNDARY (TYP.) \ • �/ (� f�VO 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN EACH PRELIMINARY SITE AND Lu Q 3 - - - PROPOSED NEIGHBORHOOD CENTER i _ TO I \ / IMITS OF PROPOSED REZONING c- L ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FORTHE C Z 0 J / (LOCATION BE DETERMINED WITH FINAL DEVELOPMENT PLAN.) 1 , BLOCK 1 p � _ Z � PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. �. LLI J i� # ® - - - _ _ _ �, _ - - - - _ - _ I r v ` ti--'- ^f '� I 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP Q U ,--, � LL Q PROPOSED zoo' BUFFER ALONG RT. x BLOCK • : s C��1w �+`�. � � �I � -" • �''* `" HISTORIC ' `-� , ,. INUNDATION ELEVATION WILL BE PAT F THE FEDERAL EMERGENCY MANAGEMENT NUNDA ION ELEV O L R O G G SAFETY ACTION PLAN. � LLJ ce Z - � v , w 7o' NATURAL LANDSCAPE BUFFER, &3o'LANDSCAPEBUFFER' 4 ) (. ±ACRE �w•BROOKHILL PARCEL BLOCKS �.-__BLOCKS �, ' ��\�`\� �r� 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE C Ln J J (Y 0 7 Q ALBEMARLE COUNTY " " �/'�{ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- < L NOTE:APROPOSEDMULTI-USE PATH APPROXIMATE LOCATION OF MARKER FOR THE _ ' _ ANAGED STEEP SLOPE {Z,,, \ �. r �' \ i� - TYp GREENWAY -\S ( ) -�J / / 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, Q J IS PROPOSED BY VDOT ALONG THE " ROUTE FRONTAGE OF THIS ` HISTORIC BROOKHILL PROPERTY; \ + - - ) , _ �) . J (TYP. I `• 1 MANAGEMENT, AND EROSION CONTROL MEASURES AS NECESSARY FOR THE I DEVELOPMENT. ,••r U O i--i 29 4 PROPERTY. PATHWAY TO BE u - - _ _ - - - _ ,,. ,, , ., ---�� / ,� : \ `� ' ', PROPOSED zo' BUFFER �,. + ... .% �) '. \ • -❑� ',, /-- __ 1 io. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A O W F- LOCATED WITHIN THE VDOT RMI. '� I �1'i - .:.',',%7,x-; �.�^'.� j I LOCATION OF EXISTING ��,: 1' i') PEDESTRIAN ICYLE ACCESS CONNECTION. (:/) Y (n `J O ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND Q w O j, UNN CEMETERY TO " BLOCK 1 w ab_, �:, ° 9 i'' �v ..III fi DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. u Q O E2 REMAIN LOCK LINE (TYP. �' + NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z CD I �•. / BLOCK G ALBEMARLE COUNTY ' ,° AND EROSION CONTROL MEASURES SHALL BE ' LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES f^ Q ul (n O m BLOCKS PRESERVED STEEP SLOPE i to ROPERTY BOUNDARY (TYP. 7 L z ^ CL w NOTE: AREA WITHIN THEzoo'BUFI t i D ) (TYp I - , ) l; BLOCK "'', • • I" •. .+ VEGETATIVE BUFFER MANAGED SLOPES ® 0 O Q Q LLI I / AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED % ` O EXISTING ioo-YEAR Y ` / - I ®OPEN SPACE A l I �I i z m M ACCORDANCE WITH THEPLACESxN 9 FORESTED BUFFER REQUIREMENTS '; EXI - f HO DEVELOPMENT FLOODPLAIN (fYP. " �` -' -- ING BIR KHILL ' AREA (TYP.) 1 • I OFi THCENTURY - `'' SE TO REMAIN 9 \' '•••°••,) •••° rP`°- , •• WITH HOA APPROVAL A io' MULTI -USE PATH ,�� SHALL BE EXTENDED TO THE ENTRANCE OF _ - 7 - - GREENWAY IMPACTS& PRESERVED SLOPE IMPACTS � WETLANDS J J � (� � Q fOF BROOKHILL \ MONTGOMERY RIDGE. THE HOA WILL NEED ,�;_-L �3 TO APPROVE THE TRAIL AND EXECUTE ALL w �a °o• BLOCKS DEVELOPMENTAREA j' i �' \ / BOUNDARY* P.'� EASEMENT DOCUMENTS ALLOWING THE _ _ _"\ 1 L THENTSOKHILL PARCEL WITHIN &THEiILL CENTURY � HISTORIC HOUSE & THE i9TH CENTURY COMPONENTS OF v EXISTING ioo-YEAR l =1 F/�' r -1•pR CONSTRUCTION OF THE MULTI -USE PATH ON HOA PROPERTY. -" BROOKHILL i LLI FEMA FLOODPLAIN (TYP. r OPEN A p SPACE OPOSED zo' P MULTI -PURPOSE TRAIL'; 5 1o' MULTI -USE PATH TO BE CONSTRUCTED ALONG ij PRIMITIVE TRAILWAY O �yP) _ e THE NORTH SIDE OF POLO GROUNDS ROAD C°fil Un . epartmeDt '-" '7 /{ PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL ,•'. FOE# �,'� - KJ V ROPOSED PEDESTRIAN TUNNEL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION AND STOPLIGHT. ' t' g I� r 5 °< FORK Ap rovec _ Supervisors 0000 EXISTING ioo YR FLOODPLAIN O � SEEBROOKHILLTIAREPORT ,' ,. ° �I ' Yis�'4�s� � I , rl` , I�I POLO ---_- PROPOSED IMPROVEMENT TO STA GROUND Oi1"CN R\VER S NNP D81 }" N FOR FURTHER DETAILS !, POLO GROUNDS ROAD FOR fRT 643(p8R0Ap($O) - TURNLANES- SEETHEPOLO R\vP ...... STREAMS JUNE 15, 2015 �-- { 482, P --- GROUNDS ROADWAY - aPlflef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED J IMPROVEMENT PLAN GALE APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE u FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGROUNDSROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -- zoo o zoo a00 800 io' MULTI -USE PATH n - , w w _ SEE PROFFERS FOR FURTHER DETAILS )rCROCKETCORPORATION PROPOSED LOCATION OF HISTORIC MARKER o_ JOB NO. 182150 T.M. 46 - z8C _ _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. / ( FEET) *� SHEET 1 OF 1 _ - SEEPOLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFIC TIA. h 1 inch = 200 Pt. /'� PROPOSED ELEMENTARY SCHOOL SITE \ SCALE N. T. S. SHEET NO. 2 c \ \ 370 -366 I I I \ 1 \\� V A 1 1�111 111 1A1 e \ \ EXISTING ROAD DRAINAGE SYSTEI 1 \\I \ EXISTING VAR. WIDTH PUBLIC I 1 \ \ \ STORM DRAIN EASEMENT \ D.B. 5121, PG. 644-675 I pTMPA _— \ — `— — — -- --9• — / / — u o46o0 0o o0 oi8z 00 oa8fo XISTING PR ERTY LINE (Y \)CHARLES R HAUGTMPo4600-00 -CHARLES R. &ELIZABETH ANN &E.J.OGLESBYJR. \ \ OGLESBY HAUGHEXISTINGVA WIIDHPBuc 1Ir'N SZD.B.549z, PG. 47 STORM DRAIN SE MEND.B333, P. 45 91 5 45ACRES D.B. 5i, PG. 644-675 2 CS — XISTING iz" SANITARY SEWER TOREMAINV EXISTING STREAM -EXISTINOm I G 3i A E \ ---- —EXISTING TREELINE (TYP.) _D.B. 5121, PG. 644-675 EXISTING 30'PRIVATE LANDSCAPE BUFFER EASEMENT L 6 \ p \ p / I D.B. 123. PG. 644-675 \ — — — —� _ = = s Q Q y \ \\ EXISTING SWM FACILITY EASEMENT__ — / / EXISTING VAR. WIDTH PUBLIC I 5 _ - _ (,� S \ I\ D.B. 5izi PG. 6 6 — / STORM DRAIN EASEMENT S m \ \ \� = — — — —44-75 — / / / / y/ D.B. 5izi, PG. 644-67S / EXISTING R/W (TYP.) / \ \� \ EXISTING EDGE OF PAVEMENT TO BE— \ \ EMOVED & REPLACED WITH THE-- pWATERLIN E / / / A \ IMPROVEMENTS TO POLO GROUNDS ROAD �� — LLL�� V) — -- — __ _ EXISTING VDOT STD. CG 6 EXISTING io'_ ` — — — — — C — — \ \ �� - — 00 \ASPHALTTRAIL — — / /\ / / — — — I a \ EXISTING POLO GROUNDS ROAD- _ — — — — / v / / — < \ � \ PHASE IIMPROVEMENTS — — — — — r / h / ` — a EXISTING VAR. WIDTH PUBLI _ _ — — — w' �� 27+0 STORM DRAIN EASEMENT �� �— W o \ D.B. 5121, PG. 644-675. Wes, \ \ \ o — Lnj �— __ � / XISTING FIRE HYDRANT 24,0 _STATE ROUTE 643 POLO GRO25+00 UNDS ROAD_ — — — — — — — _ Z w L z w--'�w-- ---_�- _ — _ - P — - - _ � _ IDTH 45 — — —_ _ 3 1 i — B. 2 — �ti _ ® _ ---- 23+00 — — \ W 5 D SPEED 61T H �_ \ o F Lu w� / ----= — \ Lu Z < I __� / EXISTING 24" CMP CULVERT & HEADWALLS I I 1 \ EXISTING EDGE OF — — — — .. w \ 2 _ _ U -M \ __ --- / — — — � TO BE REMOVED &REPLACED \ PAVEMENT TO REMAIN — / 0 0 — � J P o — \ - - — -- 9 \r�` 5 XIST NI G FIRE HYDRANT — — o — 1 0 0° Oo O CO)-� U° — \ _ 1 EXISTING GUARDRAIL _, ° Q RO F — — — — i 0° ° — QO �i ® / I TO REMAIN 0° QO ui a O GROG MPN — — — — — 4 \ \ — / O OO ^I� \ / / (EXISTING VAR. WIDTH PUBLIC � / / / \ \ \ � �C� 643POL \�,35 zoo — — = — — �� I \ - - — — — \ \ STORM DRAIN EASEMENT / / / / / / \ \ \ \ �- a w EEO - 63 / / — D.B. 5121, PG. 644-675 \ )� �NSP PG2 — ---� / \ o-- �J\9gas / / / / — _ — / / \ \ EXISTING VAR. WIDTH PUBLIC / STORM DRAIN EASEMENT — \ Oo -EXISTING ioo-YEAR FLOODPLAIN (TYP. / i N N EXISTING SWM FACILITY EASEMENT \ / s 44 7s \ CROCKETT�Of�PORATION D.B. in PG.6 6 v \ - - / TMP o4600-00-oo-oiBCa 79-5oACRES / / / \ \ DB 6zz, PG i93` ` / / \\ / / \ GRAPHIC SCALE \ Q — — —j o_ s5— - -30 6o Co LL / (M / / ------ / / ( IN FEET) CV 1 inch = 30 ft. d- z (M v TMP 04600-000-oo-ox8Ao v v v v \ \ — -0 v v CHARLES R. & ELIZABETH ANA} OGLESBYHAUGH \\ \\ \ \ --/ / / \\ \ \\ \ \ \ \ \\ / / / / / \ \ — -___/ // / / //// / / No A \ \ \ / W D.B.1333,P CN Z z5— 92A ACRES / N Q / / d—EXISTING 30'PRIVATE LANDSCAPE BUFFER EASEMENT' D.B.5iu,PG.644-67� / �2/ �/ / / / / \ \ 1 A \ \ V A \ \ v v — / / / / / / / / / // // \ \ \ / / / / / / / / / L O - / / / / / / z v v— v / //�/ J r-r /// J_ — — _ �k� / TMP o4600-oo-oo-oi8Ao — — — = ��— — — — _ — 6 / / 386 I I 1 \ — — — — — — / / / CHARLES R. &ELIZABETH ANN / — / /i � Q / / \ \ \ \ \ \ \\ / \ \ \ / / / / / / i// // � O OGLESBY �IAUG�i / / / / / / / /i � —lJl — EXISTING Lu 333 45 // XISTING EDGE OF PAVEMENTTO BE \ r EMOVED &REPLACED WITH THE V A v / / EXISTING TREELINE (TYP. 29•92 ACRES / /_, % / �i / IMPROVEMENTS TO POLO GROUNDS ROAD \ \ \ \ \ / / / / \ \ -- - / / / ' - J _ / 06 Lu lLu XISTING STREAMLu 979 EXISTING R/W (TYP. — — — — / / \ \ \ \ — / — / / /i/ / i/ / / / F- O O _ — — — — -EXISTING o' PRIVATE LANDSCAPE BUFFER EASEMENT _ - / / / / / / / / / — _I U D.B. 5i2z- PG. 644 675 — — _— —_ —_ _— -------- REMOVED _/ / \ \ \', ! �j ' EXISTING EDGE OF PAVEMENT TO BE — — — — — — — — /� / / / / \ / REMOVED &REPLACED WITH THE � Z — / / /\ i / / // 'IMPROVEMENTS TO POLO GROUNDS ROAD XISTINGiz"SANITARYSEWER TOREMAIN- - — — — — / / // \ — / 38� /� �/i / / / / ° w \x \ \ e — — — EXISTING STREANr \ / / / / / w � 30+pp A — / / / a \ \ — — — — _\ \ \ \ EXISTING 18" CMP CULVERT & HEADWALLS — _� �_— — _ — _ — — — — — — _ _- — — _ \ /� — / // / / / (1/') r-r TO BE REMOVED &REPLACED � i / X _ / — — \ ) \ \ \ \ C — — — �- — — ° / — _,EXISTING z CMP CULVERT &HEADWALLS= _ / TO BE REMOVED &REPLACED \ / y / uj Lli — / — — — -EXISTING GUARDRAIL ° O\ TO REMAIN EXISTING EDGE OF - TO \ — — / /� �i / i / \ \ / — — — — \ PAVEMENTTOREMAIN, — \ \ / �\ ` — / — J 95+00 / /i— (I��/ LL 32+00 --/ //C%YCo/�/ // W 0\� _ —33+00 w — �� /_ / / / /j/ / — N Q 9 �\ \\\ \ \ \ >o STATE ROUTE 643 POLO GROUNDS ROAD — ��/� / WIDTH=50, SPEED LIMIT= — — — /CO) 45 MPH- pp _ — EXISTING EDGE OF w D.B- 481,- PG 3 _ _ _ — _ PAVEMENTTO REMAIN - — T -- — — _ �- / w 0 — — /i i — J f� —� — / EXISTING GUARDRAIL JOB NO. TO REMAIN CROCKETT CORPORAro� _Tf—j_— 182150 \EXISTIN if o oo-YEAR FLOODPLAIN (TYP. — _ _ _ _=TM4 oo40�0_�--Ol _ — — 50 / SCALE / — - -- — — — — / rr 79.5oACR€S �� / 1 =30r � v v--- — — / - D4r PG � -- SHEET NO. 4 9'9TH p TMP O 600 00 00 1 EXISTING PROPERTY LINE (TYP.) I I \ I 1X \ \b \ / I\ I ' \ / i / 0 \ \ \ BROOKHILL MA EI / \ \ \ " / PORTION OF EXISTING — — — TMP"046o0 6o-oo-�9B8/ \ d \ I ASSOCIATION C. \ 1 � w / R/WTOBEVACATED- RtICKE T`COR 6RATFON 0' A \ 1 \ \ A I EXISTING 2i" SANITARY / + O \0\ \ I / o.52ACRE ♦ \ \ \ \ v / 9 9 )� �y . \ \ D.B. 12 PG. 03 \ \\ \ SEWER TO REMAIN / / / D�• 534% PG. 2 6 / yW (EXISTING STREA I N 5 7 V\ \ �� / v t/ / 11 ACR[� / W O SCOTT R. LINS� / / / \ �� v / / n � / �y + y U Lic. No. 035791 � I / EXISTING PROPERTY LINE (TYP. TMP o o-oo-o6" o18Ao I I I I \ \ I I / / _ \ o — �� ' i W �W W 11/2/21 l � / / V A V I / / v v EXISTING STREAM �� CH RLES R. & CILIZASETH I I A V A V A V I I / / / �� v� — o �EXISTINGion-YEARFLOODPLAIN(TYP.) ss1ONAI 19 /. NG 12" SANITARY SEWER TO REMAIN XISTING TREELINE (TYP.) / V �_ O v �RN-OGLY H UUGH / I I I 1 \o\ \ \ / v V / \" i Pow 333, .r 5 EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT / / /� 2 Z ACRES / / D.B. i2i PG.644 675 I I I / — \ `-- I 9� 5 //� / // / i� —� S / ��_ Oo Oo Oo O 340 / / / / / /� �� / � / / XISTING R/W (TYP.)� w 1, Ln EXISTING ioo-Y AR FLOODPLAIN (TYP.)'�p/ / J \ \ / /� j // /� EXISTING EDGE OF PAVEMENTTO BE \ \ / / / / \ /i / / REMOVED & REPLACED WITH THE \ IMPROVEMENTS TO POLO GROUNDS ROAD \ Ou EXISTING PROPERTY LILn NE (TYP.) // / // /// / — j `i / / / / / / / / / / — — \ / \ W/ / V z /A // / / -® / / / / / / EXISTING GUARDRAIL - \2 �- — ---- -- nvlr ao[E—�� z °1 g o / / _ / TO BE REMOVED - -- -- O - — _ / ¢ 0p ¢ r/ 42+00 /-S EXI Q d3 - — ♦ OnD Z — — p GROUND HR w o Q u LLu % > / / /G E RO4A+00UT 5 MIT=45 - — C/1 z q w / / / Oo / / ATE, 0 PEED LI — — — — — — — _ — — — - EXISTING 48" CMP CULVERT — — _ _ _ = — o EXISTING WIDTH" 5 p B 48i P 263 _ — — ��\ — — TO BE REMOVED & REPLACED— y sDa E�cm \ '� w H m / — — /Lu — - — — / — E OF PAVEMENT TO BE Q > l--= —�-- — — �&REPLACEDWITHTHE > w \ \ IMPROVEMENTS TO POLO GROUNDS ROAD- W Q Ln U > -EXISTING Lu CC OBEWIDED EDIN HISAR A 1 / / 1 G \ \ o� 7 TO REMAIN p I EXISTING GUARDRAIL m- / 00 OO / / — =— — =i/EXISTIN ED &REPLACED \ ISTING STREAM \I \V L -- — 1-4 / N N I -EXISTING EDGE OF _ �_— _ EM TO REMAIN- EXISTING STREAM 1 — — — PAV ENT �— — - — — _ -EXISTING TO REMAIN — - -- \ \ \ \ EXISTING PROPERTY LINE (T IP.) m — _ — — — — -- -- -- — CROCKETT CORPORATION \ \ \ — TMP o4600-oo-oo-ol8Co W / --/---// 79.5oACRES DB 624, PG 193 J M rn 0 \ \ — M 0 / TMP'046o010-oo 19B8/ r y I v v v v v v \ R�CKE T'COR ORATION® )/ W y� "�.yW �Q� \ I II I I I II I I\ 1\ \\ \\ \ \vv � v \� \\vv \V v \\ v C APHIC� CAL — —_--I — / D� 534`�PG. 2,/6 / " "� W y y Wy� cod-V� �1 I I I I I 1 A V A \ V v_—vvvVAA\ A 30 v o ��s 30 — ----_/ /// // / //// j//////// /// / / / \ v // C W / 9�9Ac��s/ �' - o I I I I I V A \ vv v v — _ i/ / / / / ///// / / / \ \ / N z W-yWyWWy 11 / EXISTING PROPERTY LINE (TYP. y ' . w W W y y W@i W I \ \ - \ \ \ N E — — — — / / / / / // / / / / / / // / // / 1 / // (V Q w � � W y y y W � I III I \ \ \ \ \ 1 \ \ \\ \ \ \ \ � (� -FEET � _ / / // � / /// Q EXISTINGSTRE M y W y -_ — \\ // / Q 1 / A v i inch = 30 ft. / / // / /// / / / / / I d / o� V v \ v v )DPLAIN (TYP.) / / \ // U i o �� \W W W , o / I I \ MON�TGO ERY RIDGE OWNERS ASSOCIATION IN� \ \ \ �� - — — \ — _ / — / / / // / /// // // / — ) / / ( Z / / / . r W ✓ / I \ \ C/O WILLIAM J DALTON \ \ \ \ \ — — — — — — \ / // '/ i i //// // / — // I I Ll1 0 TMP OODo-oo-oo-000Ao I A v v — — — — — v v j// / / /�� / �O l / U l I w y W _ _ _ /_ =� • W y /�� / / / I \ \ 10 ACRES \ \ — I / / / / /i GE - / I I — / — -EXISTING 8" SEWER TO REMAIN / \ �s� \ \ \ 11 I DB 4102 PG v / /� / / i / i `i RV� CR� \ V � J —� y�� \ \ \\\ \ —/i� /� MoN�Go o� I I\ w P� I 0 0 v / Zzz /// // / /i11 I l I \ g - _ V A � 06 L u \ y / OO Ti( [� \ EXISTING EDGE OF PAVEMENT TO BE \ \ \ ��p� \ ` — — \ \_ — \ \ \ \ / % //// / // \ I \ \ �V LLJ EL / / l \ �� ��' coM95 / REMOVED & REPLACED WITH THE V A �- _ _ _ _ v /// s = / IMPROVEMENTS TO POLO GROUNDS ROAD1 � \ — \ — — \ \ \ \ \ \ \ \ \ \ / / / / \ \ \ \ \ \ Q Z — s —� , Q mmm"II r o v �v v \ � // /// / // /-- �� vv v v 0 0 s // / / A \ V A \ V A ,.,/ - EXISTING 21" SANITARY — 45� SEWER TO REMAIN _ �_�� _\ _---- -� 1:12 LLJ — — t — — — \ ISTING EDGE OF PAVEMENT TO REMAIN47+00 q8" CMP CULVERT � � � � - - _ - \ \ (n )VED & REPLACED_— w _ — 48+0 / _\ �� \ —\ — \ �_ / / I /— Zv W Cn cl-II �I 2� s vv�� \� �\ o �� \ _ I ��— ce v\ \� --_ v A \ \\V� X LU � )AVEMENT Jl I QQ LL.I fHISAREA G 1 b� \ \ \ `\ \ \ EXISTIN EDGEOF 3 _ ,_ --__ LIJ � PA EMENTVOREMAIN � — � � 1 \ \ � I / / � � �_\ — — \ \ _ - EXISTING PAVEMENT STRIPING TO BE MODIFIED WITH \ \ \ — \ \ — f ` — \ \ \ 0�/ / j ) XISTING STREAM \ \ — - - \ \ \ LL THE IMPROVEMENTS TO POLO GROUNDS ROAD — — \ \ Q \ I \ EXISTING GUARDRAIL-\ \ _S� — - \ — — — $T — \ \ \ \ I \ TO REMAIN �� \ - — — __- \ — — — \ qTE RO(J E O — \ \ \\ \ O 1uj EXISTING TURN LANE TO BE EXTENDED 'SOS SPCE �O (jR \ \ N v _ _ — _ WILL A WELLS \ \ \ D.8.482 p 2/MIT�O NIGH ROAD — — EXISTING PROPERTY LINE (TYP.) \ \ 1 I I 1 1 O \ `�` � 04600-00-OD-Q23A0 \ EXISTING 21" SANITARY SEWER TO REMAIN \ \ gCRES \ \ 63 ~ 4.79 v v v _ / ����, w DB 3977 PG 520 \ \ \ \ \ — — — Lu I \\ J \\\ \\ \ 00 O \ \ ` \ EXISTING zoo YEAR FL\DPLAIN (TYPJ \ \ — \ \ \ \ \ \ \ \ \ � _ - � � � JOB NO. 182150 Oo \ \ \ \ \ \ \ ` ,.... \ � — SCALE \ \ ---- ---- o \ \ �_ \ — — — — — \ \ \ -- -- -- -- 1 "-30' 1 �V --- o / V — �• OoQ V a O QVpo o OO OO Qo v \ � A A \ \ A \ \ SHEET NO. ---- p o Oo — \ / v — 4 4 v o ��� TMP 646o0 6o-o_0 o E I ° p y y I I \ / / I \ \ TMP_o4600-0%oo-o 8Ao \ I \ \ CHARLES'R:_HAUGTI I \ \ \-{HARLES R. &ELIZABETH ANN D B 549z, PG. 476 ° I L I I I EXISTING VAR. WIDTH PUBLIC \ \ \ & E. J. OGLESBYJR. \ \ 0 4 / I/ / A I \ \ \ OGtESBY HAUGH- 5 5 p TIE N TO / STORM DRAIN EASEMENT \ ° w \ ACRES / I I ° O ° ( I I / EXISTING I I D.B. 51z1, PG. 644-675, \ XISTING 12" SANITARY SEWER TO REMAIN \ D.B. 1333i P. /+50= / y G STRE y y \ \ \ \ \ \\ \ \ \ _ _- I / I y y / I I io'ASPHALTPATH I I I \ \ R\ O\D 'GRASSSTRIP�� `9. 2A�RES - - \ / I — _ — — / ° ° / '� V \ 9 REMOVE PLUG & TIE IN TO �, I \ �� / \ 3 _ EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT I = I I / EXISTING 12" DI WATERLINE \ \ PROPOSED 1� 5z DI WATERLINE_ �370 — / D.B. 1z1 PG. 6 6 \ \ \ — 5 44 75 I PROPOSED VDOT STD. HR-i \ — c I I (TYPE III) HANDRAIL / PROPOSED VDOT STD. CG-6 (TYPJ� \ \= ==c /EXIST io' ASPHALT TRAIL PROPOSED MODIFIED VDOT EW-z = - ROPOSED Di ASPHALT PATH_ TIE IN TO EXISTING CG-6 CURB & GUTTER INSTALLED I WITH PHASE I POLO GROUNDS ROAD IMPROVEMENTS w/ 30° WING WALLS _ — _ __ �J' - ° � �EXI\NG R/W EXISTING FIRE HYDRANT \ I —} / J p' C 6 _ — _ � EXISTING iz" DI WATERLINE \EXISTING GROUNDS ROAD— EXISTING VDOT STD. CG-6 \ \ EXISTING R/W PHASEIIMPROVEMENTS I r _ W, z6+50 12 z7+0o. 764'R -Ws_ 26+00 _ _ �7+5o SCOTT/R. CbLLINSZ Lic. No. 035791 p 11/2/21�`� o�slONAI. E�Ol H IX/IST\ \ \—w 20 O z 8 O pINGSTREET5IG EXISTING VDOT STD. CG-3 W— -z5+50 QW z8+50//w uISTING FIRE HYDRANT _ V/ m643 POLO GROS ROAD<(EXISTING STOP SIGN STATE ROUTE ZH Ln z 1 'EIP FICPEED LIMIT=35 MP0 VAR. WIDTHPROPOSEz oo a 4+50 Lu '23+00 22+50 — 1Z EIP FIC f` _ TM_A EXISTING EDGE OF / / — — ` _ \ � z o PAVEMENT TO REMAIN, i — V 22+00 -- - - BEGIIN PHASE z POLO GROUNDS ROAD CONSTRUCTION - STA. 14+90 -- —i / Q-- -� �� Q / / ------------ o / _ / EXISTING GUARDRAIL �®O REMAINST0Oj / / / / / \ ° O°� \ - ui Nv i PROPOSED MODIFIED VDOT EW-z Oo°moo \ — w O� �\ o \ EXISTING VAR. WIDTH PUBLIC OO/ / / \ \ �0 GR ,35MP STORM DRAIN EASEMENT ` w/30° WING WALLS / / / / \ \ Como O \M EXISTING POLO GROUNDS ROAD D.B. izi PG. 6 6 / / \ w pp / / — — 5 44 75 PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET / / \ \ \ a 04 �Q\ / \ PHASEIIMPROVEMENTS R0\31 jN SPE P 263/ \ ROTECTION WITH FILTER FABRIC UNDERLAYMENT— i 81 / QO ` / / \ L=iz', Wi=8', Wz=i4', D=i' MIN. / — / / O / i / —� \ EXISTING zoo -YEAR FLOODPLAIN (TYP.) I o �\ / ____ o - ---- W NN N r4 r4 / / / / / / / ✓ — — ` CROCKETT CORPORATION _ _ \ TMP 4600-oo-oo-oi8£o\ \ 79.5o ACRES / DB 6z�,, PG193L9 _j M J / / (y) � N Q M O TMP 04600-oo-oo-o38Ao \ \ \00 \ \ / / A v / / \ V A GRAPHIC SCALE / / / / / / CHARLES R. &_ELIZABETH ANN � � \ / / � \ \ � � \ \ � / / _ -OGLESBY HAUGH /, \ \ \ \ — —�/ / / / / / \ �\ \ // / �� / / \ \ \ / / / / / / z / o ~ 30 � o / i5 30 60 \ / \ \ \ / / NOTE: CY) LL] D.B.3-3331 P•450/ \ \ — —4 / / \ / / / \\\ \ / / / / _ 2 A S - \ \ / / / \ —(IN — / / AREA is M N (%) 9' / A / / / \ \ \ \ A v /�/ / / / \ FEET) / / 1 inch =30 / / / / % z �\\ �\�_ ,/�// / //i � � 1 a v \ / / / I I v — / / / / / / � p i TMP o4600-00-oo-oi8Ao / / / � / / � � 386� \ I I I I I \ \ \ — — — — — /� / / \ \ —CHARLES R. & ELIZABETFLANN / — //�j /% /� J_ EXISTING R/W �W ROPOSED 1z" CL. 5z DI WATERLINE / / \\ \ / / / / — _ �_ \ ` I \ _ _ / / / OGLESBY HAUGH / / / / / W PROPOSED FIRE HYDRANT D B 1 P O PROPOSED 3' GR � LL - / w In ORES _ vd\ / ASSEMBLY w/ 12"x6"TEE � � A \_ NOTE: WATERLINE PIPE DEFLECTIONS SHALL BE USED IN THIS D� w�W -- - _ _ AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES\ \ \ / / /// / / \ / / / / ///j // 3gp j j %/ / 764'R - —w`w \ 38p_ \ / \ \ — — / / / \ \ \ — _ i / / // /� j j3a2/PROPOSED FIRE HYDRANT/ z UD _ 27+50 w \ / / PROPOSED VAR WIDTH \ \ \ \ \ / / / / // �// / ASSEMBLY w/ 12"x6" TEE 28+ � DRAINAGE EASEMENT U O q _ EXISTING STREAM \ z8+ \ \ \ \ / / / / \ \ / / / //j / / / _ // j / /PROPOSEDzz G.V. Q 'w 378 ROPOSED VDOT STD. EW 1 \ / / / / / \ \ \ / j j / // / j j / // / / / /` Y V w. ROPOSED�ASPHALT PATH PROPO CDe � / __- ■ \ \� z \ '8 _ /SED 1o' ASPHALT PATH _ ul O PROPOSED 1z" G.V. \ o \ \\\6 PROPOSED VDOT STD. CG-6 (TYP.)- XISTING 1z_' SANITARY SEWER TO REMAIN _ — — / // PROPO DRAINAG D VAR. SEM INTH_0��� / / � / / , � .r o �jJ � ��/ EXISTING STREA _ �/ / % /�/ w o — — — — — � PROP 50 E VD DOT STD. CG-6 (TYP.j W M ROPOSED 3' GRASS STRIP _� � — � \� 37640 w\ _ XISTING R/W _ — _ ROPOSED MODIFIED VDOT EW-z/ ` � �" / , /�O°/ / Q0 — <374 /� /� / !. .`mow. / 36+0o // ° % �// \ \ o \\ w PROPOSED 1z' CL. 52 DI WATERLINE \ \ uj -EXISTING GUARDRAIL �Oo TO REMAIN QO ' EXISTING EDGE OF_� \ 3z+5o \� w - 1 5 p _ �// /< LL PAVEMENT TO REMAIN L u 0 \ .3z+5o c 7arR 34+00— — / /// / / CCoYy/ /j 61 / CDV o 0�. 33+00\ 12' 33+So STATE ROUTE 43 POLO 13 ° / o, Q,�� .n O_� — VAR. H PROP GROUND ROAp O o — PROPOSED VAR. WIDTH PROPOSED MODIFIED VDOT EW-z o WIDTH, S \ \ �w/3o WING WALLS - o�7:7PROPOSED SPEED LIMIT_ _ �� i /_--_PAVEM NT O REMAIN F- / � \ AINAGE EASEMENT n A \ V �� — — �C�3z� -� 35 MPH' —� -@ i i i �j PROPOSED VDOT CL. Al RIPRAP LINED OUTLET O° °O —� _ �_ i w PROTECTION WITH FILTER FABRIC UNDERLAYMENT � O 0° 0° 3 0 5 OO �- �— 7 7C� / 0 W / \ L=1z' Wz=8' Wz=1 ' D=1' MIN. �� — �6 STM-64o PROPOSED MODIFIED VDOT EW-z� a im �� w/30°WING WALLS / \ \ , Y — — _3 — EXISTING GUARDRAIL JOB NO. TO REMAIN _ — — — — — - --- / 1 182150 L�CKET�ORPORATIOT� — �/ \ EXISTING too -YEAR FLOODPLAIN (TYP. — — TMF}DLE�OQ00-00 1$C$ ✓ '/ / SCALE PROPOSED VDOT CL. Al RIPRAP LINED OUTLET i ��_ 7�50-ACR€S / PROPOSED VAR. WIDTH PROTECTION WITH FILTER FABRIC UNDERLAYMENT i 1 -.3O / . 'DRAINAGE EASEMENT L=1z', Wz=8% Wz=15', D=z' MIN. / / 6zc�G 193 — v / \ � SHEET NO. 5 SANITARY SEWER BYPASS PUMPING NOTES 1 I I I�Iv w 10° w Wi y w FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY 1. CONTRACTOR SHALL INSTALL THE TEM PORARY PUMP-AROUN D IN DRY WEATH ER TO REDUCE THE �ATTIMEOFFINAL SUBDIVISION PLAT, PER PROFFER#20FZMA201800011 RISK OF INFLOW INTO THE EXISTING SANITARY SEWER SYSTEM AND TO MINIMIZE CONSTRUCTION \ v y TIME/EROSION.�� 2. 12" SANITARY SEWER MAIN BETWEEN BrkHIPolo-i-iA & BrkHlPolo-i-i SHALL BE PLUGGED AT BOTH w1 w NOTE: THE EXISTING 12" SANITARY SEWER MAIN BETWEEN BrkHlPolo-1-1A & BrkHlPolo-1-1 MANHOLES. TEMPORARY PUMP -AROUND BYPASS SUCTION SHALL BE LOCATED AT BrkHIPolo-i-:IA SHALL BE TEMPORARILY REMOVED FOR THE INSTALLATION OF THE PROPOSED DUAL 5'x5' AND SHALL DISCHARGE INTO BrkHlPolo-i-i. I \ CULVERT & PROPOSED PEDESTRIAN TUNNEL. CONTRACTOR TO PROVIDE A TEMPORARY P o4 O PUMP -AROUND TO ACCOMMODATE THE TEMPORARY SANITARY SEWER MAIN REMOVAL. BRO SANITARY SEWER BYPASS PUMPING CONSTRUCTION SEQUENCE SEE NOTES ON THIS SHEET FOR TEMPORARY PUMP -AROUND INFORMATION. i. COMMENCE WORK ON EXCAVATION AND INSTALLATION OF THE PEDESTRIAN TUNNEL ON THE I ° .v j , AS w y NORTH SIDE OF POLO GROUNDS ROAD. ,v EXISTING STREAM L�,B 5 2. BYPASS PUMPING SHALL BEGIN AND THE 12" SANITARY SEWER MAIN CAN BE REMOVED. yJ l� PROPOSED VAR WIDTH w � / 3. UPON COMPLETION OF THE NORTH SIDE OF THE PEDESTRIAN TUNNEL, THE 12" SANITARY SEWER I I I I v I' I DRAINAGE EASEMENT y MAIN SHALL BE REINSTALLED. A LOW PRESSURE AIR TEST SHALL BE CONDUCTED ON THE I I I \ I I � yPROPOSED CONCRETE HEADWALL 1 „ I I w RE -INSTALLED SANITARY SEWER AND AFTER THE ACSA INSPECTOR HAS GRANTED APPROVAL THE / / / \ WITH 45' WING WALLS - w BYPASS PUMPING SYSTEM CAN BE REMOVED. I v \ \ SEE DETAIL ON SHEETI7A y y 4. THE SOUTH HALF OF THE PEDESTRIAN TUNNEL SHALL BE INSTALLED AT THIS TIME NO BYPASS I I / w ' SIDE SLOPES TO BE REINFORCED PUMPING REQUIRED. I I WITH CL. Al RIPRAP 344 34 w m S. ONCE THE PEDESTRIAN TUNNEL HAS BEEN FULLY INSTALLED, CONTRACTOR SHALL INSTALL THE I �,\ \ -( \ \�, _� I � w\ , � w I I I (/ w / SOUTH SIDE OF THE DUAL 5 x5 DOUBLE BOX CULVERT. NO BYPASS PUMPING REQUIRED. I PROPOSED VDOT CL. Az RIPRAP LINED OUTLET y I 6. ONCE THE SOUTH SIDE OF THE DUAL 5'x5' BOX CULVERT HAS BEEN INSTALLED, CONTRACTOR PROTECTION WITH FILTER FABRIC UNDERLAYMENT STM-1361 4o w� / SHALL BEGIN WORK ON THE NORTH SIDE OF THE DUAL 5'x5' BOX CULVERT. / L=40', *-' Wz--15; D_=1' MIS �— \ 7. BYPASS PUMPING SHALL BEGIN AND AND THE 12" SANITARY SEWER CAN BE REMOVED. / PROPOSED VDOTSTD. % w/ v� 8. UPON COMPLETION OF THE NORTH SIDE OF THE DUAL 5'x5' BOX CULVERT, THE 12" SANITARY I w/ SEWER MAIN SHALL BE REINSTALLED. A LOW PRESSURE AIR TEST SHALL BE CONDUCTED ON THE / / , / -EXISTING ioo-YEAR FLOODPLAIN (TYP. RE -INSTALLED SANITARY SEWER AND AFTER THE ACSA INSPECTOR HAS GRANTED APPROVAL, THE / i y BYPASS PUMPING SYSTEM CAN BE REMOVED. � PROPOSED VAR. WIDTH / - - DRAINAGE EASEMENT - // _ wZ NOTE: WATERLINE PIPE DEFLECTIONS SHALL BE USED IN THI5 / 'SIDE SLOPES TO BE REINFORCED 5 / G AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES. - WITH CL. Ai RIPRAP 1o' VERTICAL SEPARATION REQUIRED BETWEEN PROPOSED WATERLINE & EXISTING SANITARY SEWER MAINS ` LQ END W/L PIPE DEFL PROPOSED io' ASPHALT PAT /PROPOSED 12"W " CL. 52 DI ATERLINE - - - -PROPOSED 3' GRASS STRIP BrkHlPolo-l-z 1 - PROPOSED FIRE HYDRANT ' / = START W/ PI IPE DEFLECTION 41 ASSEMBLY w/ 12"x6" TEE i -PROPOSED VDOT STD. CG-6 (TYP.) h - + o j7r ROPOSED 1z" G.V. 362- +5p - PROPOSED DUAL 5'x5' W/L PIPE DEFLECTION�39 RC BOX CULVERT 39+0o 13 /PROPOSED CONCRETE HEADWALL\ vti — --- 37+50 @ Oo 0° OO 0° Oo po UjJDS RpAD� WITH 45' WING WALLS- , O 37+00 @ Oo O° ��� / tif.� POLO GR�, p/jPH / / SEE DETAIL ON SHEET 17A �nA1T=35 y PROPOSED CONCRETE HEADWALL o W 'WITH 45' WING WALLS - /j �" ° MRo/46ob-qo-oo-019�a / 'SEE DETAIL ON SHEETI7B CROCKETTCORPORATIION� v ROPOSED io' ASPHALT PATH ° FUTURE PUBLIC GREENWAY O BE DEDICATED TO ALBEMARLE COUNTY � D•5• 5�46, P/• 256 6v y w J O I W AT TIME OF FINAL SUBDIVISION PLAT PER PROFFER #z OF ZMA zol800011 Ono y Yig6gAREs� y w WATERLINE TO BE EXTENDED WITH THE poy y ��9B9,,VI Oo o DEVELOPMENT OF BLOCK Si6&17 S, R )N INC. EXISTING 21" SANITARY SEWER TO REMAIN PROPOSED 20' ACSA— w EXISTING 12" SANITARY SEWER TO REM AI I J @ / / l UTILITY EASEMENT y 303 \3s ��353�, EP y PROPOSED VDOT CL RES+ \ EX-SAN-1 PROPOSEDTYPEA / 54� C 7 PROTECTION WITH F 1 \ \ \ PROPOSED ROAD DRAINAGE SYSTEM / / BLOW -OFF / \ 36 ` W ' L=35, Wi=iS; D-i MI -PROPOSED 12"-CL. 52 DI WATERLINE \ \ \ \\ \ PROPOSED VAR. WIDTH 1 ' DRAINAGE EASEMENT -POSED 22" CL. 52 DI WATERLINE / v� PRA/ \ \ ° y W y UTILITYEASEMENT \`s \ y/�@ P 1 ROPOSEDSTREET OPOSED zo' CSA SIa PROPOSED STOPSIG 1s„RCP 1 I w ROPOSED io' ASPHALT PATH XISTING STREAM. N _ w s s3 PROPOSED VDOT STD. CG-12B ROPOSED VDOT STD. CG-6 (TYP.) W W _ y 'STM a / / e� 5358 TC 353 EP /Q 0 / 5 - ROPOSED 12" 11.25° BEND PROPOSED VDOT STD. CG-6 (TYP. 35367T _g PROPOSED MOD FI IED VDC �(Q PROPOSED VDOT STD. F w / s ROPOSED VD T STD': CG-11 w 4 \ III) HANDRAIL SCOTT/R. CbLLINSZ Lic. No. 035791.n p 11/2/21�`� O Ea 3 4 ¢ c RCP-�= ------ _ g.54EP is" ,p - - w r ---., - - ---- 1282R — -' 38.63E - ' " _ �— _`-.—� -` ,� '' r�" � - � Z W O = � _ �5' _ 2'-PROPOSED PROPOSED 12" 45°BEND FIRE HYDRANT ASSEMB-Yw/1z"x6"TEE 3�5��4.goEP z_ _ - 0 z ¢_ - i v 354i�- — O - LOCATION OF TEMPORARY SANITARY 12a2R- -- — - h �� - - � F Z u o SEWER PUMP -AROUND DISCHARGE J a —, > 12 ,�. 13+00 43+5o i i iT� PROPOSED VDOT STD. CG-1zB� 2 _ r/� vi w ` - _ ; 42+50 44+00 / - �..� a 42+00 _ ^ 13 \ 44+So \ 0 45+00 < 41+So 5+50 {-PROPOSED PEDESTRIAN TUNNEL CROSSING `rv^ W a T(H) x 1o'(W)' RC BOX CULVERT GROUNDS ROAD- — 13' -7---WIDTH=50', 1���—��rre �a SEE DETAIL ON SHEET i7B 0,4 9, PROPOSED VAR. WIDTH— F F PROPOSED CONCRETE HEADWALL RA DRAINAGE EASEMENT EXISTING EDGE OF L-PAVEMENT TO BE LOCATION OF TEMPORARY SANITARY SEWER SIDE SLOPES TO BE REINFORCED_.^4 PUMP -AROUND BYPASS SUCTION / WITH CL. Al RIPRAP 1 I �\ \ \ PROPOSED VAR. WIDTH DRAINAGE EASEMENT EXISTING EDGE OF PROPOSED VDOT CL.1 RIPRAP LINED OUTLET \\ /> PROPOSED VDOT CL. Al RIPRAP LINED OUTLET — m ° PAVEMENT TO REMAIN PROPOSED ROAD STRIPING PROTECTION WITH FILTER FABRIC UNDERLAYMENT \\ / ROTECTION WITH FILTER FABRIC UNDERLAYMENT w N N N 0 � .ti ti v � _ —-- -- -- - — 8', _ z=1o', D=1' MIN. PROPOSED VDOT CL.1 RIPRAP LINED OUTLET U� �— — - — -- L=45�, W1=3o', W2=55�, D=1' MIN. W1 4 W PROTECTION WITH FILTER FABRIC UNDERLAYMENT CA Z_ 3��� — = EXISTING GUARDRAIL \ \ \ \ I I Q EXISTING STREA \ L=So', W1=15', Wz=zo', D=1' MIN.LO f ETi� — TO REMAIN — \\ \ \ V A \ EXISTING STREAM C? CROCKETT CORPORATION PROPOSED VDOT CL. Al RIPRAP LINED OUTLET \ M ROTECTION WITH FILTER FABRIC UNDERLAYMENT \ I TMP 04600 00 00 oio I 8C\L=18', W1=zo', W2=2o', D=1' Mw. \ \ �— rn 0 — / 79.5oACRES Cj PG 3.93 W W _ \ cY) O Wy v \\\ vV A(PHIcv CALF PROPOSED VDOT CL.1 RIPRAP LINED INLET 30 i5 30 -- 6u PROTECTION WITH FFABRIC UNDERLAYMENT ;GE SYSTEM L / ',=', -1MIN.OCN 4PPROPOSED VAR. WIDTH IN F�ET (CV 11 DRAINAGE EASEMENT 1 inch - 30 ft. aV Q= � ROPOSED STREET SIGNS 100 I N�C'�ME C/OIWILLIDGE OAM JI DALTON ERSCIA�T�O�{V A A V V v v �/ ///i ii j// /// // / /� v ��� I Q PROPOSED 1o' ASPHALT PATH XISTING STREAM, y w W �° j \ I \ \ - \ / / / / / I I L 0° / 352 TM 1W W W by / I \ \ \ / / // J 7 y \ I TMPo46Do-oo-oo-000Ao //// �/ /// pP0 J ROPOSED VDOT STD. C 6G (TYP.) ROPOSED MOD MODIFIED VDOT EW-7� �/ 4.io ACRES W f ' \ DB io2 PG 2 \ \ \ \ \ \ \ / / /// /// / I �R� R�D��CRI`N \ ( I % Q � / 4 PROPOSED VDOT STD. HR-1� / \ \ 4 , 4J \ - // / / / / pM V8 I \ W J (TYPE III) HANDRAIL / \ \ \ \ \ \ \ -- \ I / // // / N(G (NP I I Lu ,w�� // �� O V A \ v v v v v v v v v v /�// MO�PRv14 \ PROPOSED io' ASPHALT TRAIL TO STOP AT STA. 45+io AND ONLY \ \ \ / / / V 3 4 XTEND EAST AS SHOWN AFTER OBTAINING PERMISSION FROM THE \ \ �2 PROPOSED 1o' ASPHALT TRAIL TO STOP AT STA. 45+18 (PROPERTY LINE) AND- \ \ / // /// // \ \ / I I I I I, \ O ADJACENT FICA, IN ACCORDANCE WITH THE APPLICATION PLAN �p\� ONLY EXTEND EAST AS SHOWN AFTER OBTAINING PERMISSION FROM THE \ / / O� ur ADJACENT HOA, IN ACCORDANCE WITH THE APPLICATION PLAN- /// //Cl� \ / // / / \ \ \ \ @ \ \v V Av --_ v v / i v A 2 TM-B1 j �b --�_ v \ v \ v ROPOSED VDOT STD. CG-6 (TYP.) \ \ \ \� \ / / / // \ \ \ \ \ 0 q \ \ -- 4+50� - - \ - - -PROPOSED 1o' CG-6 CURB TAPER 0 I It IN O EXISTINGEDGPAPAVEMENT A /Y 45+00 (7 5+50 W - 4A EXISTING EDGEOF PAVEMENTTO REMAI13' / .J 5 47+oo SIGHTp'IS - _ 37a� �Z__� \ \ \ \ \ \ 47+ o TCE_Soo, - c �/ v ���� / r^ _-- - - 48+00 1z'---__ --_- ���_�--� \ \ \ — // / I I \ \ \ \\\� � Q 35 TM B7o \ \ STATE RO u _ — — — �� - \ \ i / \ \ \ \ ���\\ w 1 J W \\ \ x VAR. UTE 643 POLO GRO — I — — — — _ _ _ 4s+7$ — — �\ — %� i \ ` — \ \� W m I z \I s \� WIDTH, PROPOSED SPEED GROUNDS ROAD 11 0 — / __ :W kJ s� \ \ \\� O / EED LIMIT_35 MPH — — _ — — — _ _ __� �A \ _ — \ \ �\ U) lO j 2 ,k G s o� 1 --_ \ \ r Lu \EX\NG EDGoEOF 6z PISTILu OMAINTU AVEMENREv I _ / \ \ � I — II \ \ EXISTING GUARDRAIL \ ROUT \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ �- c STATE \ \ \ \ I \ Lu TO REMAIN s \ \ \ \ \ \ EXISTING PAVEMENT& \ E \ \ \ O STRIPING TO REMAIN v v wlDjH, EI1\ \ D6 � N �QrLET @ \ IENT RNS 42pQA4/7SM�//ROADMIN. WILLIAMAWELLS '263XISTING STREAM TMP o 60o-oo-ao-023Ao \ \ \ \ \ \ I EXISTING 21" SANITARY SEWER TO REMAIN O @ \ \`s \ \ L.79 ACRES \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ L w Lu DB 3977, PG�2o \ \ \ — \ \ \ \ \ \ \ \ \ \ \ \ , \ 0 EXISTING too -YEAR FLOODPLAIN (TYP.) - - ----- \ \ \ \ \ \ \ \ JOB NO. �s \\ \\ \\ \\\ \\\\\\\\�� �\ — 182150 \ SCALE 0\ @ @0 0 \ \ \ \ \ \ \ SHEET NO. v� 6 W ' W --_ In 1 7 Ln 4" DOUBLE YELLOW LINE WITH 4" _ IN BETWEEN & RPM Qa 40' SPACING —w_ +00 _.Y 2s ----- _\ \ 29+oo _ \ V 1 Q � � 1 4" SOLID WHITE 3o+00 �3�3+00 f I 25+00 SCOTT/R. CRTLLINS'Z U Lic. No. 035791 � I1/2/21 o��SSlonreT. E�Gl — 27+00 26+00 1— — — — LLB — — 2s+00 z O J _ — — Q STATE ROUTE 643 POLO GROUNDS ROAD LLf Z 0 U o f D _ — WIDTH=So', SPEED LIMIT=45 MPH — — _z 1 O z o_ a — — D.B. 481 P. 263 �� _ �"� m z _ — — = Lu 4" SOLID WHITE LINE W w 34+00 GRAPHIC SCALE 30 o 15 30 6o ( IN FEET ) 1 inch = 30 ft. 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING 35+00 "SOLID WHITE LINE 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Qa 40' SPACIN( .i W N r4 r4 Q0% N N Lo a r (M (y) M � 0') a- 0 N Q M O Ix N CT) 04 N (n N Q � z J_ Q Q 5; Q d H Z 0 V MOT <� z U O 06 Y (D Q FW-- U) O O ul Ila- H W W 1 M F- H � L7 t D J F w LU O u O N Q U � w w LU F- F- w O ac a w = � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Cal 40' SPACIN( 37+00 Z ■ I � r m m- / / 4" DOUBLE YELLOW LINE WITH 4" // IN BETWEEN & RPM Cal 40' SPACING V E Cal 4' 1 LINES LIMITSIGN (35 MPH) (MUTCD - R2-1) I I i I ) I S II I I I 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING 24" SOLID YELLOW LINE Cal 4' SEPARATION BETWEEN LINES "SOLID WHITE LINE SPEED LIMIT SIGN (35 MPH) �4" SOLID WHITE LINE (MUTCD - R2-1) 115 ---I -- --------__ --------- =Lil—_�� _------------ 21 24" SOLID YELLOW LINE Cal 4' S SEPARATION BETWEEN LINES SPEED LIMIT SIGN (35 MPH) - _ _ _------------- --- (MUTCD -R2-1) 47+o0----___ ------------- _ ----------___ 48+2,5 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal4o' SPACING "SOLID WHITE LINE 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING \ STOP SIGN _ (MUTCD - Ri-i) STREETSIGN •� I 42+00 _ 44+00 — 24" SOLID YELLOW LINE Cal 4' SEPARATION BETWEEN LINES "SOLID WHITE LINE r / / 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING / SCOTT/R. CbLLINSZ Lic. No. 035791 p 11/2/21�`� o&lOnreT. E�Gl _ z O E U(n w f Ina =3 - _ --------- O o z O In w Q > w z V 45+oo / _ ui SPEED LIMIT SIGN (35 MPH) / (MUTCD - R2-1) / GRAPHIC SCALE / 30 0 g 30 60 / / ( IN FEET ) 1 inch = 30 ft. I / I &-v __ 0nxs 1u II EXISTING TURN LANE TO BE EXTENDE STATE ROUTE \ WIDTH 643 POLO \ �50, SPEED GROU/�p D 8 481 P 2161 T'45 MPH ROAD \ r w N N N 0 rn LO a r C? (y) o� a- Q N Q M O 1 I --I N I --I TC)CY)T L u 04 N (n N > � z J_ Q Q i Q d F- Z O V) � z 0 O 06 LU �r�nn V Q Lu O O ul U) Ila- F w Lu 1 M F- U) J F w LU C) �..� O N Q U � w ^ w 0 a Lu _ 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. 7HE 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 RESTS PERFORMED ON THE SUBGRADE SOIL THREE 3 COPIES OF THE TEST RESULTS SHALL BE Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV 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-19.0A 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" ABM-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 OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4^ BASE 25 -25 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE INTERMEDIATE COURSE '4 FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT 12" COMPACTED AGGREGATE 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 ��M ACTED 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY EN7RANCES SHALL CONFORM TO SUBGRADE VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN7IAL DRIVEWAY ENTRANCES SHALL CONFORM TO ASPHALT PAVING - ROADS VDOTSTANDARDPE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER KID774 AND DITCH SECTIONS, AS SHOWN ON THE NO SCALE TYPICAL PAVEMENT SECTION 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 RECORDA 77ON, THEN APPROVAL OF THESE PLANS SHALL PRI NO PROJECTION OF PIPE ABOVE GROUND LINE BE NULL AND VOID. TOP OF ME% rm OF Flu IRO Y ILL--,, 9. ALL SIGNS OR 0774ER REGULATORY DEVICES SHALL CONFORM WI774 774E VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND °D D ""f = Ratio L E _ maxo LINE MANUAL. .... m . , 10. TRAFFIC CONTROL OR 0774ER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, ' N MTM = " ° m El EARTH J` DN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE a-'EmM ' o ` o ' EDOHE q SAFE AND CONVENIENT ACCESS. - °"BRAS a a11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS Yx. vo O _ AN. InID p ...G ° DETERMINED BY VOOT FOR PUBLIC ROADS BEDDNL x O x BEWNG °" TRADE °" `" ° 'i3Le "ria 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER 774E SUBBASE MATERIAL AT ALL zi• NORMAL EARTH FOUNDATION ROCK FOUNDATION FOUNDATION SOFT. CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. ABYIELDING. TERI oTHERWISE uNsuITARLE MATERIAL 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED PIPE PROJECTION ABOVE GROUND LINE INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE Mx L5 . D NN m . D M u x D M. u . D MIX.1.5 . D YN.1.5 . D WITH VDOT"S VIDEO CAMERA INSPECTI0N PROCEDURE AND WITH A VOOT OR COUNTY INSPECTOR PRESENT. '°" °` W.'°' "�W OF ME 11 ROADNOTES. 1. N;, _ _ -= GRADING , mEpw mam - _�RD.E = NE Y_ _NE - " "-LIE 1. 774E LATEST EDITION OF 774E ROAD & BRIDGE SPECIFICATIONS, THE 2020 ROAD & BRIDGE STANDARDS OF THE -- _ '- - VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION "T" MH.�/�1/nB �`W°ILE p ICI- 1 METHODS OF THIS PROJECT. M, v1O ID a B % EBBNG i -0RHR1 ,Ill " s01 xw.l, o - MTERk x EDUM EMT„ 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD _ NW.B, BEDDING.MNEIMK k FOUNDATION SOFT, YIELDING, OR RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY K17H SUITABLE MATERIAL TO THE SATISFACTION OF THE NORMAL EARTH FOUNDATION ROCK fOUNDAT10N OTHERWISE UNSUITABLE MATERIAL ENGINEER. ® BEDDINGMATERIAL2 TEMROw WING ERNE ® EMBANKMENT NOTES: J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT, OTHER PIG"""} SFEAk MIE5 QN PI EDo TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD lN7ERSECTIONS SHALL BE REMOVED. MTx ARBAry ELL OF AD ROM eROs NTH 9C IBpM �E �'EEEAL�w � E REGULAR BM GI3 2LL OF THE lU ACCORDANCE RIN � H5TP, 51YWWEEBB GENERAL `NOTES SAN IALL 4. ALL VEGETA7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON MNAM, REM , .r FOUR P.. RPE / OTHER M BACCELL MATERIµ OR SHEET IRO.Op. © © N MCmDMLF WITH SECTION 3Dz OF THE MOM EWSXm cLISs c01E0BMNE TO ME "" FOR 'rtJ C OF THE SUBGRADE U. NIxY1Y'CLMs' T IuaPHu MRRk PLACID BNECRT RO oDE sPEaIPEAROM px REWNTS FORT CHILDREN RON OVER PPE NYD B" REMLM BACYFLL MATERVL. RECREEAiE 9S 25 M° M MY BE p! 13" OF CLASS I SAL" ILL MATERIAL. WLO Y RACE OF 0.N5 I BAIXFILL. IN MCCROMCE WITH SECTION ME w THE ROD Mp ERNE DRN4INACE SPECIFICATIONS. xVoo F SPECIFICATION INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ROM AND RRDOESCABBARDS SHUT , w ♦ REV6DN DATE CIRC. PIPE BEDDING AND BACKFILL -METHOD A" ONE (1) FOOT. .,@ pP O, VAM41A DEPARTMENT OF TRANSPORTATION 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE Ew LIA FIELD COND177ONS INDICATE. 5 J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM ° SE CIE + DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE K17H THE VIRGINIA DEPARTMENT OF ffAGEE1. BR TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. - WITH MORENT Oil 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 774E ENGINEER. DRAINAGE -ABM;, - j- " : ) - EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. DO NOT /' BEVEL DIVERTPA r i 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO 774E PLACEMENT OF THE AGGREGATE BASE NOTES: I. "H' MAY M ... .TIE """ REACHES A MINIMUM BY {- WHERE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR Q ENDWML WOULD PROTRUDE MOVE SHOULDER Lw 6, BEVEL EWE 3 REQUIRED ON THE IEMWALL AT THE MEET END w THE H NO CAST OR im OF EWDWALL PROJECT MOVE I0.1 SLmE, LLLVENi MFERf Tw FLOW ENTERS THE wLVERiI. ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. S °'°" SLOPE, °" swLLDER. , ]. AT THE CUTLET END OF ilE LLLVERi WAY BE DRIER SOLWiE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS NABS d MY RE PEEN 0R CAST " PLACE. DOE BH RESEAL fDOf. METE OR PLACED. } µL CAST IN PLACE COIO E,E TO BE CLASS N,FOR PREDICT ¢L B.ON SHALLOW "LLS.WIERE ENDWMLS AN VOR LOS NUT. Sm11ER SHEET mL02. L6WM4UE'"CF TONPP OFF THE ExmkL SHALL K CONSTRUCTED PARALLEL 70 TIE E REACH J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION ` INS STARDOM ll. 1E 0 ff usfD wrtx srHacxr ER059NG5 E ALL B V„ C„REEF MAY RE F11MOm w µL MOM N NAwIABILL s OPTS. FOR TYPE 1, Il, OR 111 PRIOR TO PLACING AGGREGATE BASE. L MTN" VERT, E BEACON " ALL AREAS EXCEPT SERE A LDHttIOT 4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 7HAT THE SURFACE COURSE IS ELF-1 Ew-IA BEGINNING AT THE COMPLETION 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.ISQ. YD.). & BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS 9. ENCROACHMENT.- POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S 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 S7REETS RIGHT OF WAY. ENDWALL FOR PIPE CIRCULAR DIAMETER OF PIPE CLLVERT OF 15, ID" 21" OR 24" ]" OR W 53" °R 36" A a-5- 0'-a- 0'-v- a-T- THY I p I•_D- T-5' r_0• 2,_a• 2'_e" 1 H P'-Y, P.M• 3•.2•• S•.W 1•.Y {••v 0 .-1/H V-1K- O•-R- 0'-M 0'-SA! V US'. b 0'-P °-1A" M_1/^ O'-2" P-2K• a-3" a6C TMp9 OF CONCRETE LwL.RPE . 0wvz D.HP IdM zpP 2.W] C.Y. RPE O35] 0.511 O.r39 1.590 1 2.190 }NS ENOWALL FOR ELLIPTICAL PIPE SALE OF ELLIPTICAL NPE COVERT (SAM K RIHI SYl .NI',19" SA.21 M." l 42'131' 45".21 49",32" SS'W" A a-e' O-9" p'-,0-1 W-11 Y-9" 1-0 r--0, r-r -5 - '-1 - r-la r-n. rT"a C r-.- Y-IN R•-1- 2..{.. 2'-5" T-)• R•-n• 2•-9•4 0 I'-P' 1'-T 1,_IO• 2'-D" 2,_y' 2,_n, 2,_W 2,_,0' F a-R• 1-.11 a.R' R-M, p'.9• 0'.W a.9'• 0•-B• n ._SSE 3.-3 3..r.. Y.y. ,'-0" ,'-E- 4..5- y.y.. L s•-s• rQ" L'-0• 9•-2-' la-r 1O'-Ir' EC-r' 12'-T• S 1•-11 2•-6- 2'-10" 3'-2" 3'-6" 3'-P 4•-1•• 4•-,.. 0 0'_ I 0''_yA• a-3W" V 4" a-41/" V 4j:• a_n, 0'_5y•• b a-r D'-2W- a-2K- D'a- a -a'/," a-nK- .-I°'-4Y.' CU9C YNAE OF CONCRETE Ca1C.FPE 0.502 OwoT3m 1.50° USE 1 2.I0I 1 2.512 2.501 10' 2" COMPACTED SM-2A ASPHALT \ ` ` I\ \ / 4" COMPACTED 21-A STONE BASE ASPHALT PEDESTRIAN PA TH NO SCALE I o WE W-2, RA L FOR TABLE OF BRINE" AND VClW6 Fai CRCIAM %FES ISiNO.ND EW-4I9EE MEET R OF 3. 1 2, D FOR ELl1EK ABLENOMN _ J 0 E(I SHEETS� FRS 3. }TABS ITELI RRT E mmr m CAsr H KL -. - 1 - K' DETAIL A 4. ON e"ALLm MILL Mac erorMLa AE r m LEss WLOW 9KY-DER LW RE Tm CF RE EWW,LL SHALL BE cGMI@Frm FAAMLFL TO RE MRS 2 O I a M NOT CA ROAD. 5. ALL CAST IN MADE CnICR IRS TO BE CLASS A FM PRECAST SEE SHEETS WIN ML SAM. F N SI IOU CAN SILL TOP OF EVIWRL FR08Cr IINVE ALL N sDEE arw smf m swoon. p, e 1 ]. THE STNDHp ro BE MO MEW SRYC"r mm9C8 m, WO.A µJ1E5 TO ALI A. B. COST CE BASS FOR CRIER CONTROL. TO BE !INCLUDINGH III DETAIL B PRIDE PER SO PER CURB MAN CONCRETE. \IT/ 0. HEADWRL TO BE SEVEIEO N RL NE/d EXCEPT MERE A Ill ANMNOWPNEIA9�WOCCCCUR♦ gC[OyREFILJC�T TENTH TIE MEMO Ci llE CLL'"ETIE ROW EMBERS TABLET CLLVFRM1. "EIDYILL AT THE mTET END OF THE tlA MY E BTER SWNZ EDGE OR MI ME, . O1 I. b1MFER MY BE RMVWED m N1 EOFE9 AT ACTMmS OPTICALPLAN °-�� BP 4 CEFWARES nFACR pYBMY D-M2LMR£ 310.E1H2 S-0IPMJL PI Uv H1-2/: - '1• YE MAIL A WX ll� \. '111 ... II 1r 11 i / 1 1 SECTIO •A -A ---=+1 I -- lllI A11 L_ ! I /// / 1 1 PIF --JJ- •�� -LAB--- x I "' I I D00 EVE .' 18EE . .... -..... .._._.. - EX" STANDARD ENDWALL FOR PIPE CULVERTS ROM No MDGE sTMDMpS Ds 42" - 96" CIRCULAR AND 60" x 36" - 106" x 68" ELLIPTICAL PIPES wvrspM PATE SALT 1 OF 3O] yp°y3A pEPMTMENT OF TRMSPoRTATaR 17,.03 TABLE OF QUANTITIES °"L "'G effim P- mE3A�IMLR+ ����m���l'."..E WZWdM®mElSIK31EIM fJIEER.',Sii<'•m E" UrIKAOrF'S mF3➢iR>tsTjTEF0smemt• 0®memEFS=rra EFTEF 0 mrF?EFrNT�©aTa ES.IEEI3EFEFEF�aERa®mAlam orra= slFx��R'a©Ea;�orssPra,�nramo®mom o�orr'arI r 111IFTa�1E1EF?S�m E3JRIr2r=m IF4S.70®m EVEa �mlrr'a EFTS �rIFTS!]E'T•>IE>iH.S•r[!E)�il R'SSIgmr OE�-rilm E,3 1111IF17311111,100myr=11101�01rawrXIMmt•$aEFIE�mGPFim�ELltsaE07rvrsEEts r47 EF7R5 tlFL! El f LSE r.7 E33TS•SI EFEF ski EFT E76'i m EZ7 nEtliEF�r�II1 m o rL''7EF EFRE s s ssv7EF©c E E3�TS:1Snr of ROE ESEraor r EF rlFzl EbYEFEi f.LYaIETMIf.;�TS'SIrEF m.=0ESQm 11ESLrS EraorT1MrI TEEMTZMEFrrm©EZatE7E33E713.•mr �EFT®mE3m"E EF rC' OF,E o�E331i3'�r>tr.E-aoE�`iEr>tElmrrE¢a.-�rrarIr Ooraxrr2rmr E EFTEEM"E$JO�EF r EFTS r:MEr9'.S�D�f%1E, ,'SiP' ,t�'�R�oES-ar.S�"Ala EFa•rT,EFEF EFSrTT:SEFFEIOEFH-,NEE 11117A F1'E'.•Ef 111M oEYl.Er:SEE'Yrrfla EFS•rS� r^S Ir'Jano�ElEF CE rIDEF EFA70 E7 r>I EFT Eff'i A EICJ A Ei:a EF>• rT:EF EF^. S ry rFTr mSEF 0 EFII'S• ESl EE3R3:TS m �a 0 f� m E� m ©rra TIES r t �"�ET.1�EFTr�E.�0EI'-ir5E rrR EF r.E rare EF:1ra.>t n �':� ETl EazErs,� m o FI'i rEr ETSJ rr Era =r sa rra rRS NOTES L LORI OF MET BE TO M 9nrM ON PLM3. T. R 4 % e• SWSM MISS AT IWROIWMELY M, TINS AREA WY Z EARTHS, N MPw CAN z TNs 'x'CMfIISaN 91°M! w THE SrML/Ia4 1r <-C ro IF PLACED x ALL MEN MJwEHr ro NAMING CONCRETE TO PREVENT rlE Em/xRw NNiS ML APPLY aKr To LVIB A•Q M1r,ER, xO GESSIM m THE PLAIN E WARNINGMm rlE DIVERT OF THE WTFALL SETTEMwT. M. DCNwETE QUANTITIES SHOWN NE FEW DEPTH PM TO THETOP aF TIE SIRULTERE. PLAN N. DMN90E AN MNiOAIMTE ONLY 'ACTUAL e. 3' .WATER WEB➢ HOLE TO W LOCATED TOIRO mxx S..... WEEP HARM w E`..MTxM PPES. THE . ... BY PIPES .I BE MWCTm TO FOR ESTIMATING PARPOSE5 xN TIE 12-MI" PLASTIC HARDWARE CLO1M • IESH CUM TWA I1E5 FRO MEETS CF OUMT LwE1BJE SMRL N RD CR BY M CONFRICTOR FRbI FEUD LIXLTIONS. EA 4kVMRm ST W RVIE (NMI WE 4 TO HMmME MOM ))R LS OF NC ET 9MNRMT LIST ROBE Y/IMS CE CONCRETE FM E/tll POOL NO 1 AILS SPHAPED) OH WE THE ROME 6 CLOTHEASIERA CHORE FIRM T CLOTH MLwRm FIRMLY TO THE ONSEE OF LK STRVLNRE. OF DEPM ANCE ro Bf EM ET N ACC... ANDI srMDMD 6-L THE CBL BY NITO MO NL 3. NL 16MFLPLIw STEEL SA11 HAVE A N11 u. OF TER T MILE SL N TO LA m SHEET T OF R 6 TO BE L+M' Ai 4.M 11M./Fr.. AG A T MTWks Ix WE 00 TO TIE MINAS Ei ro ff THE MYUDED IN ME BB MEE IBM 11E STRUCTURE. L°YW aF r'. Y E CEN01F4 LENGTH CE ONE 111 B/6. N ll EVENT THE dIrFKL M NL RLIEmaNc 2x ro ff BUT LTEM BE NL CPFIEMS BY z'. 1L NL REIIEdi6NG BN6 TO BE WL 4. a IRE 6 HEIEA MM ROLE B011W 6 THE THE DI ON 4rMpM TxE OF TE M 1I. CALL -x PLAw NxNEIE rs 1➢ E CLAS u 20. NXEM Ntr H IIRD x rro• IERY1.6Aa[ Q NEU NOW AR ,I BE $HN40 WOW CbEMi IMRLAR l0 FLTRIEWNIF STANDING w RING OF WATER ISMO PM. mew calCo E 6 TO E 4000 Px, MET 6 TO BE SHARED M CO MI! TO PROPOSED COMET MO R1CHG'a"1/LL�W W.VS`�`NP`UR ToBE' YL LENGTH W DOT IL1 WILL. IN EVERY BARREDBE WE SHARING 6 TO K (MODERN H TXE RD PRCE FDA TM STRMIUIE. SHOWN ON RAILS b. R HET IS Ctl IECl41 QEi M N STErs µE ro E RIOYCEO IIIQI x 6 4'-D" m MEATIER. Fm DRMS sE£ SI.VQ/301 SL-L DUREQUALI" WRH ED 11. LIRE. alllER a TO BE ONTTO (SEEETRgTYKLI. E 1M6 BE.MT BE PSELNi m LNE-N-PLIL£. M. g LONg Rp SOIw"LCMLMlE MOCHAS NYAG�WMC'ERVNIM THE W ALS sMRI m xx6N° RuwN6 R-LE xECIFICATKN PE°i°"` A 0.wY OF THE mIGWµ SEABED AVID Slam GRADING 5 ON FLE IN THE CE"TRµ OFFICE. xv= 9PE6CAlI1M "R°(E"DE STANDARD CURB DROP INLET VCaT STANDARD ENDWALL FOR PIPE CULVERTS ROAD MG BILGE STMOMOS ROAD Ma MIDGE sTANDMDS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE ,Ds 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES Rcnslm DATF REEr + OF 1 s3s 12" - 30' PIPE: MAXIMUM DEPTH (IT) - 8' REwslm DATE SEE( z DR PROPOSED TO BE STATE MAINTAINED: D2 HBNq DEPARTMENT D rRN mTAMH TM,n DId d0II aR" IAA DEPMr11ENr DE TAAMPmrDMN roA1O waA. 3B, x A FOR DETALs Cf INLET 3' -10" JONTMS"XI pj9°,. BM$ - /PpgOACH 15 DOWELS B" LONG --I FFRRS9LLENI (5' MIN.) 4" CONC. 3000 psi MIN. :. \\1\ , 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2% B p `.: 2oI 41 GUTTER) IASMµT (GRASS _ _ ICGE $IOEWALq S1R11') CURBG "AN RAN TOP OF 4� I CURB I 2' R 6- s '.1 1 d .w 4 13" . "d . 7^ a^ a .P "a �f �1• g^ 1 2 "VDOTSTANDARD CG-6 STONE#57BASE UNDER CURB & CURB & GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFILUNG. WAR 0%-4% To' TI�..'zs .:: NSPXALT ISTNIPs RCS- 12' T CONALIG 1 tuxes - - IrRAVELL CI TYPICAL STREET SECTION - VAR WIDTH R11'" (POLO GROUNDS ROAD - 2871-50 TO 307L00 & 36f00 TO 38f00) 30 AfPN DESIGN SPEED NOT TO SCALE) 2% OEI °%4% y Icas 32' 13'(MIN.) (GRASS EPAPI�GUTTER) CURB& (TRAVEL LANE) (TRAVELLANEj .ILC.�PLp I TYPICAL STREET SECTION - VAR. WIDTH R/W (POLO GROUNDS ROAD - 25f00 TO 28*50) 30 MPH DESIGN SPEED (NOT TO SCALE) 10' p' 2.51 (ASPHALT IGRAP) CUTER HDRAVEL2LANE) SIDEWALK) STRIA GNnFA) 13'(MIN.) ITHAVELUNE) TYPICAL STREET SECTION - VAR. WIDTH R11#r (POLO GROUNDS ROAD - 30f00 & 36f00) 30 MPH DESIGN SPEED (NOT TO SCALE) O%_4% ORA�4% TYPICAL STREET SECTION - VAR. WIDTH R/W (POLO GROUNDS ROAD - 4>f�'5 TO 43f751 30 MPH DESIGN SPEED (NOT TO SCALE) O' wsP„TILT s ccs 1Y IGRA55 CURB& (TRAVEL LANAI 1' MIN. 3( ) 1RAVELLME 1 ) sDEwALK ) s1RIP I GUTTER( VAR. WIDTH (PAINTED BUFFER) VAR. WIDTH R/W TYPICAL STREET SECTION - VAR. WIDTH R/W POLO GROUNDS ROAD - 44f25 - 48f15 J 30 MPN DESIGN SPEED (NOT TO SCALE) E%PMSNM' JOINT E N COVER BAG( OF SNEWKN JOINT DUiiEP AT I2" CC' CONSrRI1CipH SEE BTMOMD IC-3. l i " MI i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. BI$ G 2- ° a :€& °'"'" Ja"' W, MAY ". SEA XI MM , BASS ` 0.6-G" BASS B C" "M . E. - MOWME g 13:1 MxY B ) i\ r �C ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. IRO g 2^ PS wEEPH"°LE p{I n x ASP"" `""`"`"' "'°`" �U 1 _ SEE rvOTE n L J HFLGLS EDET`EPNINED°ABM ARELM�) XC n J .- N WITH BUFFER STRIP 1 iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE / IYE ;AEH A 6EE TABLE) TA ,mp g1CXER Pp L ICx ,.xN r.Gx GOgr THE PROPOSED O m rMd1 r ASµ. STEPS'SE CONSTRUCTION JONI E%RTNG AMMµr LAYERS PRLPo3ED NPXµr LAYERS MATERIALS. ' •? II II BM F BAR A 1prE 58 1R6 m110H1P6NW�„ERµµLaMOPIEX arreR PM NMIYAJ sLCPe 30:1 r� t iu II II ARSD FACESCLNB B. 12n Y=_� __ DINER Gt x cwrR . LOST INµ% cpurxA. JUNr r-O" EMATNc 511RSNE PAOPEm suaeASE iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED B'M. PLAN - SECTION A -A 5'D" MN AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. R-A RESEED COMET. M.' CF R` To ROADWAY CUM FADE WITHOUT BUFFER STRIP L-VIABLE - MRS. 200- 10 YAC r LACK LF CURB ♦ M U CDYPMTEO s11BCR/LE WMPfD 2 EXAMPLE NSTALLATRXN NETH005 -SEE PLANS FOR LAYOUT 3•.p• B• 3•-B•• B•• 3•• rtfR B 3"0" 3S MPRER H CONSTRUCTION JOINT DETAIL v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN Yx. uti 2'uIN, xp[ 'B E NSVE LUSTING NPXµi LAYERS i0 EXISTING sUSASE MO REPLACE NTH PROPOSED NRlµr WIDENING LAYERS PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND :. Y �--� SECTION A -A •' �.. WOR CANG ® PROPoSm N"INN 1 YL INCH TNLH ASPHKT SURFACE COURSE (SEE NOTE 5) IND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. e 5 ` +-- - ° °"ELT RE wWNx MK Y PERM65EE Pxe BARS F B"5 E �B • COETR CTMH RN, • MNANF DIMES. OR BEATER AS NECESSARY r0 MUr THE FULL rNLILxEM OF EM6TNG ASPHALT LAYERS BASS E JAMIT J N CETERMEO BY CORE9 (SEE HO,E 31 vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL - '1\/g�p�1' fA ;,, BASS R DRD55W.Lx r - --JR� WSDIMETER " MEP ROLE FRONT ELEVATION Bun F" r-e-1.1. _ (GUTTER REMOVED( 3'-0" �' NOTES: SECTION B-B sx' NEXT* -*/. SECTION B-B INSPECTION. ,.. �� A CONL4rE dE 1 AWXµi PAVEMENT MLEXIHC SHALL HAVE A PAVEMENT OESw IN KCGDOHLE WITX CURRENT VDOI PR°TDLRm ND E M4MVE0 BT THE ENGINEER. NOTES ONE DIRECTION ONE DIRECTION T PA M Ni N FOR ASPHALT PAVEMENT WI NN M r R xL ME DEPTHS M TYPES Lf } LAYERS F EXISTING PAV M. WITH BUFFER STRIP P E K E MANAGE O N µWIDENING SMILE MEET ° E NEED 5 0 ES N. L E s 0 E 5 G EE FOR cSERIE NOTES O THE E,ERMLE WINING SURFACE. WITHOUT BUFFER STRIP SLB9AFPLE mNHA(E OF THE EXISTING ND FAOPoSEO PAVEMENT $N/11 E ADDRESSED IN iE PAVEMENT DESIGN. ..A - 1 SEE MEET 1 OF 5. TYPE a ROLE DETAIL SHALL BE USED WITX LE 1 x CC-) $TµaIADS\ L3' 'xN "xl r1H A P RAMP IYl 1 1 FEET. 3. A YNIMW w THREE CORES SHALL E FARES! ALONG rE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE rE TYPE A'S T RCKNESS OF EXISTING vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE / / 2 EOUEI mxc OF PARALLEL M s UNITED o s EE . EµZ 14 ABC I T1 PAVEMENT LAYERS THESE CORES SHALL E SPACED NO WERE THAN 500 FEET MART. TYPE B NOSE DETAIL SHALL E USED WRN CG-3 N CG-8 STIOIfRDS. irM A EC RAM SHALL E SLOPE. rrvE B Y • x I• IN SEEM NHEcroR WELDED 3. BETTER PI sHY1 BE A uIYN SLOPE OF 3w1 AT rE RxLP OPCxw. PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. CONNECT PLATE FOR TYPE A r0 BE BExr ON I NIECE OF W 3a To MOLE IRON AT 3•e-e. (, 4. TE MJALLnr TRAVEL LIE SHALL BE xu[O A MINIMUM DEPTH OF 1' e INCHES M' REPLACED w1m I ASPHALT SURFACE COURSE TO MTCn THE CGINFCi0R5 AND 6 TO E IMMRED WITH % 4" STUD SEAR NOSE DETAILS- OUddlk PLACEMENT IS ML M1RYllrm. Slr PNOPOSEO PAVEMENT MOANING SUIE ICE COURSE uHLE55 WYVm Br /HE IENGiNEER° WELDED i0 EXi PLME ar 2'C C 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE ExRTME PAVEMENT TO BE ADJUSTED TO ACHIEVE M ACCEPTABLE PAVEMENT CROSS-SMINE M. PAn.' viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS 3 a ->a a-x wARRD PAVEMENT AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. i- I I i -� ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTAT70N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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 07HERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I __ FLOW 1 _1 FL= rLDw-•r-1 I .^��I DETAIL WHEN USED IN ON ON DEAVEs PDJACENT TO CURB FEW USE NCAUSEss BOTH SIDES 70 E SYME,RICk WITHOUT GUTTER MD EFFEC71W SURFACE °RANAIE. RpsSWMK �URE /T CR 'P S. EXISTING PAVEMENT NMNN6s MMFA O MN9 WITHIN TPROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE MTHEPROVµ OF rENPEEfl. t ]. FBI TRMSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE sPEOFICATICNE EXCEPT THAT ALL JGS cwclrzTF ? AT TIE-IN LOGTKKIs SHALL BE TESTED BEING A 10 FT STRAIGHTEDGE N ACCONDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE y ` Y' 9EOFICATIGIS Iwn AIIII'BI TWO DIRECTIONS SMALLER RADII TWO DIRECTIONSLARGER AUDI WITHOUT BUFFER STRIP WITH BUFFER STRIP �VbOT SECFICAipN �VDC7T' A COPY n rE mICINk SEkm MD SIGNED °PAMNL A m ME IN THE CENTRAL OFFICE. aFIL �V[X7T SPEC STANDARD CURB DROP INLET EFEEMLE ASPHALT PAVEMENT WIDENING EFEEINI ROM AND exocF sTrwuros MM MD RlmE sIMDA®s Cy DETECTABLE WARNING SURFACE ROAD AND RamE sTANDATE- SHEET I of z REVISION BATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' 2N SEAT 3 DE 5 REV6ox DATE TYPE B (PARALLEL) APPLICATION sui swn 1 a I Rn6ax Dqrf FOR WIDENING SUBJECT TO TRAFFIC n5 pA09 OB/10 NPON4 DEPARTMENT OF rRI5MRi9TI0N 1°2 zp4.03 °{/18 NR(NA DEPARTMENT E TRMyORTAraN 5°4 3p3 TV NINSAMA pEPMTEM OF 1RIYORTMON CO 12 NOTE: EMIGRE IS E CURB RGP3 COMET OF THE FOLLOWING: : NOTES: EMI-7 cc-n "YDRMuc CLIENT RLEWALx DEPTH IN INERRA CEA N SQUARE YMO. GENERAL NOTES: CILDETB WHEN B EREQQUIRE (CUCf22 M M 3N °OMUME FEET) _I_ _at I I, CLLWTIrES, MVm ME AM OE DDT MTE�wx[x A PmSsrRII IGCSss RATE _L _ CMssE3 A CMAAQ& ENTRMLE PLEASE RIVER r0 STANDARD EY-P TIEEr RVAN FOR ALL DIMENSIONS MT OVER IN TARES. lHE CROSS POPE SHALL 8E 21 FOR r r 2 A CUT SE E PAY p SXQIp .H F FEET 1. EYE ETER/EE WARNING SHALL BE RDYLm BY 1RLNGTEO OG.£s. 11 A MQ D s EE E SVMINIISD FOR EACHCURBM PIMP. 5. TXA IIEY YAY E RECA4r m CASE N ACNE. 1 2. ALL pETECTAEE wYMIM SURFACE NiOWCrs 91kL MET TE RmuwEMxrs pl,xk W A� SIX MAINLINE INE RO AD ANUS M NOTE 3 GENERAL NOTES OF sECllm ]M °F THE SPECIFICATIONS FOR CCI2 DETECTABLE WARNING SERENE. M N N MNNLNE ROADWAY [SEE NOTE 31 DETECTABLE WARNING SUFACE PRODUCTS MAN SAIL E FROM ONE MATERIALS {B:1 MM {. OH SHALLOW RCS. MIE(UE EIDWNIS ME 1' m IE55 BELOW 51DUUXw IlE.TE Tm IgUp'OWXUS ory �AV55 MPROVEp PgmUCi LET NULHfl J3. OF VIM SXILL E CM6TUCim PMNm T° lE 4R/LE w ROM. I. NCAREH UEO H LOXJINLIIDN WON STMOMO LG-3 3. SOPM 9DEs DE CUE PIMP MY E EMBED MNOLIT"MMLY WIT" RAMP ` _ _ _ _ _ _ (RADIUS O BEM BE CO-], THE LING FUND m TINS STNDND 6 i° Y R ML CAST IX R/LE m11aMlE 10 E C1A44 N. NCR RECAST SEE 9XFET 11LM. -, sXUWX ION RAVSI E MA6TE0 i0 SEMEN THE YOwiM1E CURB FLOOR m BY DRUG R M.BLE COMTMIC,I IN JOINT NTH REDUCED BARS. 4' CGI OR LG-8 CWIWRA71ON. {. RED HERB SIDS 01 µl$ TO BE M s x B" PLACED r MP F ro CENTER MOM 6 NMI r, E GIWL TOP E ERVI ANSI MORE DILL SEEK. DITCH SLOPE, OR / I T Y --- IDEA MOLL OF iUE PIMP FLOUR MD -DEPTH OF PIMP FLOOR. MNYW 2 SEE STANDARD CG-a FOR CVRB RAMP DESIGN ID E CmwETE COVER 1/". "'V1 P L{ EFEIIa EAIX ]. 1XR $TNDND TO E USED Mill $((INCUR CMSSIM$ ND $KEEN MOILS ro 6'. / �' SIEWKK USED WITH TM3 STANDARD, s W. CURB / CUD AND GUTTER SLOPE 1ENTETDM ADJACENT TO Cale TYPE A °fMR°L RMS --- 9OCwkK I PIMPS ME INCLUDED "PATIENT FOR CUM / CURB AND GUTTER. E OAST OF BASS MR CAMERA Cm1ROL TO BE WELDED N I PER M PER CENT YANG (SEE ---- PERPENDICULAR LOMErE. MTE ED = ! AD LIMA wPAvfD sFME B. CURB AMPS ME REQUIRED MR S WALKS MD AHMED UY PATM. THE M I OF PLAN VIEW FLO,M LLE 3. MMULINE PAVEMENT SHALL E L01lsiRllLlm 1D iE THE CURB AMP SHALL MAIM SIDEWALK WIDTH. WHEN CUE 0.WP5 MD OECD N 0. HAM'RkL TO E M. N ALL MEAD EXCEPT WHI M A LQFJCT MM NVFRr MD -- "'R/Y LM IEMEPi MY SUmRACE SrMILDATION COMM', m TO A SHARED USE PATH. THE MINIMUM WIDT" SHALL E THE WITX zm NMllkfsBOAR.----�:�--- EQURm Fm uENTRA CE.) 1 wxcN cM e5 OF THE SNMMUPEPAN{ TT"'z54 EidWm CIIWL LA RRY NMN LY}rE0 IN TUNE ENTRMLE.15!7\'/: IOC! !r A,'i _1R QYTNR BYA M. DEVLL THE 6 IEMW m TE IRS 1. Ai TE NLET Ew E rE OI OFRT LURE HI D1xT]. OETECT/BLE wMellx6 sIVLL ExRM TE FpLL wprx OF THE '0Y J° lM1E]E lE FLAY/ MINERS IRS C(LVEMI. IE/OYNL AT TE WTIET MD OF TE {. RPAM LI3M m CODIMICH CJNB MD cllirER CmB PIMP LMONC FLOOR. -E COVERT MTE E M SgIME ME m EYFL EQi 9VLL HOl BE COMTMCTED BEYOND iE R/N LIAR 4I l i wiE: WIDTH 'D" Ta' OR M MMILM MMWAY EXLEM FOR RERICELENi RAPOES. S. LLRB R.NP3 ALL BE N3TMLf0 MC LCLAim WITHIN PEDESTRIAN LROSSWMKS -� �"' T 9DVH ON TYPICAL EL1OH. M RDWH m EM$ OR a5 OwEMEO BY TIE ENGINEER. CURIO RAJPS SHOULD T. i WINNER MY BE PMYDM O! µIL EOOn A MNF.C11NMf5 OTNI A Mi BE LOCATED BENS VEHICLE STOP LASS LIGHT POLES FIRE XYpRIl3 DROP MEi3 ETC. _ _ _ _ _ _ TYPE B --- -- PLAN VIEW ENTRANCE NOTES D. RAW MAY BE PLACED LA RADIALMINNHE UNITY SECTIONS PROVIDED THAT PAR ALLEL _ - -- TXE MRS OPENM IS PLACED TN lE NN is pF K MU - 5. WHEN HE STRMLE RACK CANNOT ILCQIMOATE THE TIAT I. LAR TO E CURB. CH aF TE cuRe plLx xc s N'P A '1 �^ ETRIOOLLM TO G S RFAC ,W ! A �' K,x.,4xj A.;,I'RgI'q S11! A,) i k imNNC REWfAMENi3 OF MTICPNEO HEAW TRYw 10. DfrfCTMLf RUNNING $UIPMf PANELS SHALL BE INSTALLED PLUSH Nix "l1Y/..,,44J N',PN tl I 1"'."I 1 MINT IOxM EVENLY I YA2EINE POMWAT SLOR iRPFICTMIE EP1X ipNR SIDEWALK ULO URIM RW3 IRE BASK w CUTE, 1 -� - ) 1(U J 1 _ _ _ _ _ ___TO PARAOLIC HARK (ENTRANCE ONLY) D N RTABLEU TO(R2' (ME CO OG Nx 1P1 DOLE CE fYEN OR is(UIl 1 mME SURGE -0. RMS ME i0 IMpgiE WXEH LONSTRI.CipN OF A FLOW I - wil01YL FLAN LNE BL'- D YX � -- m`AER TU COHIECMATC 1THE BA K OF CURB SEE M-RFMETS"NS GE XMS .yN Y� 1 1 LIRE IS EWI� i0 PMMIDC P09TIVF IDRMNME ICRm9 AFM1Cgv gpYUs pR BE FIELONWIFIm AS RECUWE,OEU BY TE 1 _ _____ __p _____ � iE ENTRMLE. ANNDIV2CAC4 c7 MDNETHER S TFE BACKALC£ CDET CTABLC-WARNINGS ON A RA I -4H _ I.M311NE RDMWAY -III r)p NG E cs px A R/fU115. A,xX I 1 as uAM, m D ]. TE pE9MMLE MD YMMIN ABLEENT.. AN.CE CHANGES Ar Y .2" HIGHER RAN OR SURGE p' MF BSim N THE ALLOWABLE fN1RMILE GRALf R\ EASE F MHWNL EON 0 T GEL*HEXEISEE VALES ME NOT APPLICABLE TO SINE( S. AT xM ,SME M I., w WIN FRONT VIEW vAI 3G'MNNJN Fm SIDE VIEW caW,- --- -1 I INTERSECTION NOTES TYPE C PARALLEL & PERPENDICULAR rRWCATEI CWE 2 y.e^-LPc-c ' 000o . JOOOD oo Doo Oo LNM"G PIMP DpDDp Dpp DDpp - p p p p p p G D p D p 0 0 0 0 -T(, 4 D BO G 0 D O O DDDDDDD Yi Dpp ODD 00ppDpppD 00° O O D O O D O 00° 00 x O -DEINELL MUCHxG AT. LUxe TF MP Mpr iLLDxOPIF yArw SEEe& II. BA.ETER pAY DETECTABLE WARN TRU CATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL TYPE B PARALLEL APPLICATION ROADWAY GRACE NIXWYIAXALENGTH 14MEXT LET 4• c°RB B' w B Q 6 , 0 1 2 B I 6 P e rz 5 a 6 FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE O S ] FELL SLOE V/ I R.J. ADDS z.l O b 0 S ] Fu SLOE RAN Fu EO£ z.l 0 b OE Ca. EwWML LIeC 1. WHERE FOR ENCH MmLNµ FIFE O NO, CO"QEIE CREOLE. OSL EwWNl MAE YMOS MANUM FRO EACH ADDITIONAL.. IRE we v0s. CNg1EY C E EL, a6C YARDS . FOR EACH MOROXk PPE oAWc M. COL . ONE DE. MOWNL CNAN YNML NQA/SE Fni EARN ILarYNK PFE tux m} 4ANG V. S•- 0, 40" WFON 1 - B.W L391 S.MR VIM a-Y Y •• n'- 1.n2 IdE aN' n-4' O " I '- ERNE BUGGY L]M a-5 0'-4 • " e,- • 1]- e29 or B'-e• '- •• RSHH 11.tA '- a-0• P-s ^ 12 R SSE n-s E" n-4. 14'-n• 1"is 3N0 llxl Y S a-)^ a- 0` " M BY .1 MEW 1]]1 a- ]P 9Y-2• •. " MEMJ Sx1 MMBS T •• 6'- IIB] ♦.DeS 1].0E {TILL - a4 ]e• ma' T'-'• I 4.$, SQ=5 ARS a-6 • n'- 6 4.vJ4 ....- B{" 7,`lY 1n-M" TEXAS LaE N.367 Odfl ai 4• N" I B2.]33 e.SC3 MINI edW - va' 1".0' WIr ISO UPI SA]2 a SO• m.Bm 1.D]S ]Dxs E- RW 21-9" e.n3 v.M a.Dl a-D' E• m♦m edSe e3E a3 WHEN Cc-116 THE FCKFOR STRMkx IT cOMrMlcr GALE weNEs SPIN A PMNDLE axK X AA91r ro AND THE APPLICABLE RmDE.ERrs .S BE DESIGNEE IN ACCORDANCE WITHIP YERE SECTION A - A ONiB. OF THEBAvPTQpMGIrCCl Mn SvuWfEMRTfIaNcNa EwCELIMDHsE RNc 9w 9, mUIRAN F ULK MAY REOURE WMPINE OF A MRrlm OF OrtiER TO PROVIDE PoRIIK MANAGE MRSS FILE HTERSECTON. ALLOWABLE ENTRANCE GRADE CHANGES CV55 N EFT ll? (x.E.s.l - L H EIE , SECTION C-C w ENTRANCE GRADUT A°PLICAB E TO STREET CONNECTIONS ENTRMLE VOLUME LRME LXMILE 'D• pE9R/9LE YNMU4 New MORE TxM 15m VM Oi 3S ufppu spD-150D vM s3x ex LOW LESS iXW 5p° Vw SBY 05 5 RAN VAR. a-SAAM... SUB NOTES RMS „ 1, DENT" G KEY m TO K S Ox PI 9. NL IEEPmYJE' . 9 SHALL N.LVE A W «s L 1z• C-c WMIIN MEN "TO BE V_V. MIAM I ROVER OF 4•. DEPLH "' SE SO' -a, Fm MErS LESS THAN B' UY 3T. a-M SM 3C. 10. xL IE•Em06 E,FFL ro E aN GEML 6 2 FREE '•„•• pYAREEN 51IJIM m TE SrMO.YW15 ALL XPEA MS Br Y. Np ERNE O ON TIE RMb Mu E n WTM WAGE CONCRETE A ro E CLAMT N .Ms H WE.WRAO FROM THE MART CP THE WTFML Ix00 Fm. RACIST mMiEIE A TG E _t R£ 10 I. TW a THE S,RMCr1NE. 4mD P8L 5 . 12.C-C RM 'w'DYENMAS FIE IPPXO]]ME OAST IN !ESTIMATING RIPPOSES µS THE ACTUAL 12, LEMUR OF SLW IL) WLL.N EVERY CIE.E pLENAAIS SAIL E OET A. Br TE &IOWX m RM6. CONTRACTOR FROM FFLD NORMAL, It REM MET 6 KW N 4•ENNI BE T.. ]. WHEN BANNED ON THE RM5 THE WORST 6 INFT IS TO E SHAPED TO YR" MIN ISHAREDMIT N KNNMCF WITH STANDARD PROVYD fLE. ♦.-O. 6-L UAL CD3T OF TO WE ML IR 5 T Ml MATERIALS NCCfIIrµ TO Mf SIMAY R N E 14. IF OPTIONµ CONSTRUCTION JOINT 6 USED A 6 NSLCED N THE ED VERT F T THE S1TNMlaE. ro E XEvm. ALL MERGE N BABA V RI E SECTION A -A A MxMUP OF 40 aALLIOA <m•). 4. N TE EVENT iE I THE BOTTOM OM F THE PPE 6 UAE l.W THE SOTim OF THE 15. IN PLAN VIEW OF NIEi SEE STANDARD O-SA SIIeLAFE ilE NVmi OF TIE S1MClVE SB, x. SAIL E SINNED MM OEIxIT MCRTM TO RA`/FHF LIMPING OR MINING OF WAId M. QUANTITIES SOWN ARE NCR MINIMUM METE N TIE 51RLV:TUE. THE =I OF F=A-MO ON EACH ME. FOR MRE W GREATER FFPM A•O PLASM NL MTwIMS IGMI ro mI aR wxuR B-Dr lu NmELExrs sMRx r1E SHMN° H TO E NPA IILF° N THE ® RR FWT WSi E FIXED. rE Ma1M BE E NOTE N PROBE IN THE SIRUCTUM. CCM]ETE ABM STEEL MAINLAND BY HIES e. SIFPS NA MEW... FOR ETMS ARE Msr E EAILIm LO BRAS( iR1E QINIrRES. o STMDA90 3T-L n. Fm ANEII CE BASS . EgMm Na :- n r1E IIFY Mr E R2cNT m cNT-N-RACe LEMTM SEE MEET 64.6. N6 ME • BOTH T. .4 R R S W DOWELS AT MRpEI.LTf l Fm ESEMTILR AND LOCATION OF EASEMENT STEPS. SEE TO AR TINE HERE N FLL NERDS MAINEMr M. NOTE E ER, TO ELOWD. RNCRETE TO RLVFM LEE A. D4.09. EIGHT MAY . N TIED 6 . WELS A 2• E 4" MS SEE NTF B. MTw MAY E RpVEfD. WE STMOND 1E Fm NL ETMS ND T-p- 4 I. kIEKKAIE ESDIL pE}ryA�g, } EKmW STEEL MOVE TLS LE SEE 3' C-C B. Y CONNECTOR WEEP IMIE TO E LOCATED TO BTMDIAD p-M $ SC. DRNI SSENE ASTERµ. MEP WITX 12"MS" AI XIAIWME C10TN F" ES �' E OILVMIID STEEL NEyMW WFE aMETEw D.m• RR®L 4 Esx xAMIwNA A A BOTH MGDPED . ro TE .I..F DE THE smuc,uE. SCHEOIILE OF REIFFOROND STEEL OPTIONAL ARMS M BM3 N BASS V cowT. LO LEM1N "1 LSMM M. LmOix 17 EOA .9. REOT. l 4M.0 3•<• 4tl".n r1' SO n-r_4• T • W < M BM M !MI COWUI F M 6N H, rALll M1RINAIE - SECTION THROUGH ELEVATION APPRO%(MATE QUANTITIES FOR MINIMUM & DEPTH INLET xOIEMENTs Ta IRS ADDED FOR EACH ADOITpNPTH (HILL AL FOOT OF H IIIW9F SLOT L LmC It STEEL! LUNRIE 5III a.Ya,. w.. oLYN. LOU oin 0.22 04 C.. ..s TYPE CIETEm L REXIODPI° SY MTP arm COERPrE F U 4• aw xi] a'-0• OU �O w STANDARD CURB DROP INLET M ROAB FEN EDrA P/IDMOS IEEE T v 1 E GAVE 12" - 30" PIPE: DEPTH (H) TIIIA TO 20' - VN@U DEPMIIENr E 1RN6LRTAlION �YM. tl-0"��4N. n-0"� GRIPPING AM MA rrEE 1.11 S XR-1 "O.C. i' HPs RPE RLREi wNL DETRLs. RAL EKPMSION ,rI AT I-•1 MIERVµS wi Ex2EpNG 3" MM. ME I'.3• PORTS : S W. KS 12.375" CUT SCHEOUIL 80 PIK RErA1Nc wkL FALLS :2' MN. MRS BLDLI 0.01 SCHEDULE 40 PIPE EXPMExI JDNr ..IS : Y" Ix, THIS B.OS" p 01 WHEOULE 40 PIPE UM IM.mL9 STEEL WOOTx MOORE W FR-1 TYPE II PEDESTRIAN RAILING (FOR ME ALONG SUEWkNS AND NAMPO SEE HOMWAY PLANS OR rYPICµ ECTION 2" min. FOR DISEMCE 1° IW" WS SwEMRE 4° R GIOEWµK G sXAEO GRIPPING SAL AT UY PATH, EPWHpIXG ,J,Y„ RN ELECTROpE- YN y E0.0 STEEL $Llmrx R,Ux, Ro CONCRETE EfOTNC 70 E RESIGNED BASED ON GRIPPING RAIL DETAIL YIL CmailOH9� 2" R MLES 6- LSE µONO SIDEWALKS AD BARRED K CRPRNG ML CxµL BE INSTALLED WHEN L SIDEWALK OR AMP GRAGEs ARE EQUAL EARTH FOUNDATION DETAIL TO OR rPERCENT. ro°srR of IFm LEE WIEH TYPE EL IIflMIRSI E BALANCE NM. E' 0'-----+I�NAY, a' n 4Yt" O.C. V• WS RPE ROET r4" r.I r4" I I RAIL RFM J° NTERVNJ MT EMCEEONG 3' A. 30 FEET. T-3, ETNxNc ALL' EMPWyw ..I MsIS : r W. NPA Iz.3m ...) SCENE xALS :2- YIN. KS a115" C.o.l SLEDI MMEFs :A r ws D.Os" D.DI scNE iR Eh^ Nx, SOLID STEEL SNOW `VEX0T ROAD AND RamE sTANDaflos A COPY w TIME OIHQNµ SEALEp MD sRINEp GRgNNc IS w ME H THE CENTRAL aFFHCE. CG-12 DETECTABLE WARNING SURFACE (GENERAL ABATES) VHONIA DFPMTMFNI OF rRANYORTMON $PmRCARIN EFEEINDE SPECIFICATION E ENDE STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS as 42" - 96" CIRCULAR PIPES WE V MINA DEPARTMENT CE TRMAFD?ATMJ V CX ^ W, AND LODE ETx]Mm SPEC TER METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) VTROIHIq DEPARTMENT DE TRANSPORTATION �r SPECIFIC EM ROAD MD R.BE STMDMDS REFRE REVISION DATE wEET 1 of I ._ P/M 2p3JN 50{ SHEET I ors REV6ax DATE 04/19 1051. .1 EWEN ROTE BRAT T a I SAG 204.p1 pl,r II m PIPE 4° RR z. ALL RYL"G COMPONENTS AND FASTENERS SPILL E GALVMIZSD x AGAM ABLE NTH THE MR T ROM AND BRIE SPECIFICATIONS. 10 PLXEVE A UNEASY LOAIIM ON .WL SURFACES VENTING MD DRAINAGE MxES FOR SALVASOHG SHALL BE INCLUDED IN THE SEER mAWNc3. 3. ALL FMTEEAS SHALL BE " µCgDY1CB WITH MTN NO], MTM A5E3M MD MEN M44. µL MCMR SOLTS SAIL E IN KCORDMCE WITH .LT. MSI4,mME GS 4, A CHEMICAL WAGNER SYSTEM FRm VWr'S MTMm MTFRk LBr MY E NED IN LEI( LE CAST IN RIDE MEN AND SHALL BE wcwpfD w E SHOP DRAMxus. ,.BE' . Msrs swLL BE MERm r0 uAICH GRAD w xALPs.srcwALXs, Mp SIPS. S. HA AS SHALL NAlw mµf w PIMPS 9DEWkM MD STEPS. ). ALL POSTS MD TICKETS SHALL. BESET FUND. B. MNLIN. SHALL BE LHOIRy�D kD E{{"W"ANDr F00 GROUAD' MATENµS BIRD AT% To BE IN MCOiONICf wITH sr'D. rE-B. CC I/8E RMIM SYSTEMS MAY DE USED N IEU V TBY WIN H DE6SIMrANI FM MNL THE RAILING. DOCUMENTATION FRO. K MMIFMTUHER VERIFYING THAT PROJECT REQUIREMENTS ARE ET WITH E RYLHNL SYSTEM .It BE BLBYIiTFO .IN rE INSTALLATION DRAWNGs AND APPROVED BY TIE ENGINEER H ACLOROMcf WITH HDIE 1. %''THIENRGINI>°BE UNNIF ION/ sT°ATTEMMHES WILDING CODE. mrtCN Or METHOD VOF LOCATING AND ERECTING NVIaw, VIRGINIA LEPARTMENT OF TRANSPORTATION ]/11 SCOTTTR. CD'LLINS'Z -, Lic. No. 035791,E p 11/2/21 `��1 ti 0 `'SInATAT. ET1r' ZLIT) Z O_ Z Z O C =F � x Q C O �y 11111111^'A LU "' F- L z N Vl H W " ` L W` C IC L N z ! U-1 X f O U) a 016 O W IJJ M. 0 LU ICI W --I 1-H W N N N N N n ti 0 M M C5� N III 4 co NET ItN /C) CA N N i W E J J_ E coVJ E W LD , O J A< z T_ w inD W NUj z li Jw <'I'�) V 0 0 C] N U z Q 0- 0 O I� �� W Q a - I Q J �( 10L W V / C) 06 z Ln Uj I- /�r O V 0 Oo ^J ce ILL Nt �.0 /'O I L LU I- � //�� LU U) F- ]OB N0. 182150 SCALE AS SHOWN SHEET NO. 9 T E S T G ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-SS2-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. �---- VARIES WATER SEWER 3 � o � 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 ➢I SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 6�4" I 81. INITIAL BACKFlLLU6" MINBEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a INITIAL BACKFlLL 4'MI UNSTABLE e" S. e" all SOIL\ MI MIN. MIN MIN• #68 STONE GRANULAR FILL AS -- - �APPROVED BY ACSA ST t)CK, STABLE SOIL OR ROCK' NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5.BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF FEE',) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6'• 45 2.00 2.25 2.60 0.15 2.00 225 2.50 0.15 22 t/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.66 2.88 2.77 0.26 8„ 221/2 1.68 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 t/4 1.66 2.16 2.67 O.t3 BO 4.83 3.83 3.42 0.63 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 G. 22 1/2 2.33 2.58 2.Bfi o.24 11 1/4 1.83 2.33 2.84 O.iB 6' MIN 2500 P.S.I. CONCRETE WA BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE � WHEN THE SOIL IS DISTURBEE A HYDRANT IS LOCATED IN A TO POURING CONCRETE, A ST DE USED AS ADDITIONAL SUP NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- V1LLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES -�2'' TO IV } 1B'-22" B GATE • VALVE M RESTRAINED JOINT FITTINGS ADDITION SHALL Top View 6" MINIMUM TE: RESTRAINED JOINT FITTINGS. - - - - - 42" Minima 6" X 6" TEE NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 i/X MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.s. FIG. W-4 TD-8 compaction of 95Xd I I( j' compaction mqulred IILII�--1`(,�y/\/ Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA. a e 4 m n ' . a 1 4" MINIMUM de d, " v TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 Z E a WATER PLACE W GALVANIZED " WITNESS " POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -\ �I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID 2500 P.S.I. \ CONCRETE B n\l THRUST BLOCK d M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 SCOTT/R. CD'LLINS'Z Lic. No. 035791,E p 11/2/21 �AjLn Z z O 0 z 0 J 1 U) O u F I Z jCe ((•� �// > w u I W I I F z ' w f - O N i Q 021 i F o I w a 0 i w W ti ti w N N N L9 CYLU ) (Ul F_: M V) ILL D z � Q � r` J m M Q N Q ® M O I F1 N I --I W JOB NO. 182150 SCALE N/A SHEET NO. 10 0 PR ( ( vvA�_ / \ / // / \ - VA V \ \\\ VA A \ \ vv� -----A v v ---/ TMP�6�o-oo-no-oiT�Ez \ \ \ / \ \ / / / � I\ \ \\ \ \ \ / � \ CHARLES-R HAITGH- ) / '/ I I I / I \ / / \ \ \ \ \ \ \ \ \ \ ' \ \ / / / / / \ \ \ \ \ / / — _ / / / / / / / / \ \ \ — -- v v —4r2 � / / A A A V A vv v V A / A / / / / F \\ \ \ \ &E. J. OGLE5�3YiR. ) / - I I / / I / II \ \ \ \\ \ \ \----'/�''-- \ \ \\ —_ i� / \ \ \ \ \ \ �/ —\\ / / \ w o \ \ \ \ \ \ \ / / / \ \ \ / / \ / EXISTING STREAM \ �A V A A A V A / - / Lu \ \ o \ \ D.B. 5492, PG. 476 / / �L� I I / I I \ \ \ \ \ / _ \ /4 / \\\\\\ \ s-4sACRES //// I/ I \ A A V A \ V A A v v v / w// v v v —/ / / /� \ ----- o l� / vvv v /' // // / / EXISTING P O GROUND5 ROAD �I\ J II` \ \ - - - - _ — / / / \ \ \ \ \ - \ \ \ - / / W \ / / / \ \ \ \ —__ -- — \\ \ a / / \ \ \ / / ////� / \ / // / // \ �- —370 PHASE I IMPROVEMENTS I / / / 1 I� \ \ \ / \ \ / / / / / \ \ de \ \ \ \ / \ \ \ / W 482STM-A6zTM-A32 8'LU EGIIN PHASE 2 POLO GROUNDS ROAD CONSTRUCTIONSTA. 14+9 vTMPo4600voo3u-ea8Ao--B/ I -= 3sHARLES / / R:&ELIZABETH ANN _OGLESBY HAUGH— \vVA \� _ �„,. _--"^'""3Y,`.,~- w. --- ►► E _ _ -- — --- _ -/ n_ I ---- --- r- - - v �— V� � \ — — //// \29.9z ACRES �\� XISTING STREAM 26+0o z6+5�, 27+00 / \ rE' ' LO GROUNDS ROAD 25+00' — STATE ROUTE 643 POLO GROUNDS ROAD- — — 00 \ \ --> - \ �� � \\ -n � \ �• \ \ \ \ / Lic. No. 035791 11/2/21 STATE ROUTE 643 PO -_— - 24+50 _ _ . — — — \ _ \ \ \ \� o M — — — i / �i i // / / /�/ �/ //i j / _ SPEED LIMIT=35 MPH— I �4+00 - sc�.. VAR. WIDTH, PROPOSEDSPEED LIMIT=35MPH_ — - — / --VAR.WIDD \ --- �— ,� --- 2 _ �+.,` �� J S 651 \ \ \// / \\ O J D.B. 48z P. z6 - --- 23+00 8+So \ T _ � -- r � II \ EXISTING EDGE OF / __----�-'�\�� 29x°p \\ a G �,� \,� �-\ - --\ � --- — � // /// // `��_�� j _% /��/'�%� � / // s ,` ✓''� //� 22+00 - - - -�®® ® o__Q 0-0 $ o-� / - \ \ 23+50 PAVEMENT TO REMAIN o o ®®�® - \ \ ® \-_--�- _ - _ _ _ _ _ _ — - - - / / / STM-B4z o - _ - - �4� EXISTING POLO GROUNDS ROAD / ® ®® STM-A6o \ m /' / / /' - \\ �� - - - - = - \ ' \ 3 - -� _ - -- - — — - — — / / \ \ '' �% / �� a Zy+o - �/ l 1 \ EXISTING GUARDRAIL ® \ - - _ i = - - -- - - - -_- - - - - - / / / i% �i / b 3�+ O PHASE I IMPROVEMENTS_ - - - - ® \ \ \ TO REMAIN / / / - \ \ \ \ \ \ \ EXISTING GUARDRAIL \ a, Sox°O \ - _ - - = _ - - - - - - __ - _- (/ \\ _ i938� - `'' +o° ® Ln -TO REMAIN \\ \\� 30 \ \ Ste. - 4 _ - ,EXISTING STREAM d ' p 31 w /--- _ � � \ - STM-B x - �\'C{ ., � ' " ,�/w. \ J \® _ / / / / / \ \ \ \ \ \ ®- \ ' �i, \ \\,�\ — — t— — — — — ] — - 'E 36+5 — EXISTING ioo-YEAR FLOODPLAIN (T' \® - / - \ - - \\}}¢F' r \ \\ - - - - - _ - - - PAVEMIIS T O REMAOINLu _ — aV — A $O v V — -- -- - `�_� - - - _�� 35+5° / // - +00 i / i / — / C/ / \ \ \ STM-B O f�� <— ®� — — STATE ROUTE 643 POLO32+SO \ 33+0o v 33 5 +00 34- \ 5 / \ \ \ \ \ —�-A — -VAR. WIDTH, P GROUND + O 34 ROPOSED SPEED L S ROAD --NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL L/ 390 CONSIST OFSOIL_AND BE PLACED+N--SUCCESSIVE UNIFORM LAYERS NOTMORE THAN 18 INCHES IN THIC)EN€SSBEFORE COMPACTION OVER, THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) i NOTE. CLA I BACKFILL MATERIAL'SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26,/kGGREGATE BASE MATERIAL SIZE 2�A OR,2;6, FLOWABLE�FILL, CONFORMING TO / SECTIONS ioS, io8 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 PER VDOT ROAD' AND_BRIDGE SPECIFI(fATIONS, SECTION 3oz.03(a)2G BACKFILLING". \ - IMIT_35 MPH- NOTES: \ / - - - - �66 - - - - A6a STM-B4o 1. ALL F1LL TOBE P1 /+CE¢AT 95%COMPACT+ON - z. MINIMUM '3.5' OF COVER MUSTBE MAINTAINED OVER W/L. - \ \\ \ - _ _ _ _ _ - _ _ _ _ _ _ _ / / / / / / / COVER CAN\BE REDUCED TO 3.0' OVER W/L AT LOCATION \ \ \ - - - - - - - - - - _ - - - � ' - - / / / GRAPHIC SCALE \ \ - - - - XISTING ioo-YEAR FLOODPLAIN (TYP.)�- OF PEDESTRIAi�t CROSSING \ - - - r Z w f O a u a C6 0 0 C' W a 0 w w OY — \ \ \ _ — — - — — — — — - I _ CROCKETT CORPORATION 50 o 25 50 100 `TMRo4600-oo-oo-oi8Co _ _- zw .� '" cli 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM \ \ - - - - - - - - - - _ _ - - - - -_ _ SEWER & W/L AND 1..5'-OFSEPARATION BETWEEN W/L & __ - - - - - - - - - - - _- - - - - 779.6eAGRE-5 - --------- ----� DB 6z4, PG 193 n .� SANITARY S WER MUSTBE PROVIDED. MINIMUM OF 0.5 / - _ _ _ VERTICAL SEPARATION SHALL BE PROVIDED'BETWEEN- - ' - - - / \ /WATERLINE AND PEDESTRIAN TUNNEL. - - _ - - - - ` / / _ _ ; ; ; ��h = 5Q ft._ PVI STA: 27+ .41 PVI ELEV: 38 .14 K: 30.62 LVC: igo. o PVI STA: 29+53.13 385 PVI STA: z3+66.7z N a N a PVI EL V: 376.71 PVI STA: 3 PVI ELEV: 42.54 HIGH PT. STA: z +8z.84 PV ELEV: 6 .o � K: z 35 75.71 K:94.58 + rn ce m LVC 87.20 :39 1 VC:450.00 ry Lu m Lu m LVC:11 .00 PVI STA: 33 6. o 3 0 m a � N Ln m v U a ^ D a O It O PVI ELEV: 6 3 .z8 LOW T. STA: z1+54 4 NLO ID;i LOW PT ELEV: 363.3 m w W m m 0) m 00 m m mK: 71.z4 " v N ~, LVC:14o. o 380 .+, L+n .. vi ° Lii oi V m V w /--- ---� a_— V m °� V W V1 m M M m W — z.59% --- m w + m m - _ m w w 0.53 v 375 �ro ----- --- —_= = m m w \ m Lu 370 + XISTING GRADE (TYP.) - _ 365 ' ' / N PROPOSED 3o" RCP - / ¢ STORM SEWER CROSSING -0.14% ---- / Ln --- F- PROPOSED 30" RCP 360 F STORM SEWER CROSSING cV o VERTICA GRAPH C SCALE j PROPOSED I 0 2.5 o o STORM SEWER CROSSING W O 355 LLI V) Q ( IN FEET ) W = 1 inch = 5 f L. 0- Z 350 m HORIZONTAL GRAP IC SCA E Z 0 25 0 00 0o 2 V ( IN FEET ) Q 345 1 inch = 50 f 340 335 I� n of N ° 'T rl ° LD "R o rl OR W OR r? tp O Ln ci O m l0 O Ln N .t 00 m 1 Ln t0 W W � Ol rl S lO n coW W I� r` l0 W W r Ln M � N O O1 06 tD 1� k n l0 ko 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+SO 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+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+SO POLO GROUNDS ROAD PROFILE LQ ti J cYi Q N Q co O i 1--i N 1--i 1 O LU 0 11d N Q O a— C!1 Lu _j 1 0 J o z Q o O z J � U � Lu`J Y r n J Lu ~ p LL J O ul C0 Lu Lu 1 M Q C J � w Lu J o w O N Q U �w J F_ 0 o � W w x a � JOB NO. 182150 SCALE V: H: i" = 50' SHEET NO. 11 \\ \\ /�// / � \ \ / / � / / /� / � I I I J �IwI IWI b� �I \y �Iw � \\\ \ W W W W W\ ```•`• �`••�/I f I I ► �� 1 I / 1 \ \ \ \ \/ /// � /W //W /w y./w %�W//WJ� ' �... /�////// //// /// //////// / / -\Vvofv/•o sJ\i\-gJv,v. eO v rev 3\A V gvv \\v v \ \\ _ v\ _ ---_ — -- _��-bh / N'/ 8{//.v/-/ /// //// /// /// / /// / ///�/ i////// / / /////// / / ////// / �—AAvv A\A A VAV\\vA VAA IV\\ \ I\ AAI V\ \\\V \vA \ vV\AA vv\ Vv\ v v _ _ —// i // // /// /// /�/ / / // / // // / //// / // / / ////// // / / // / //// //// / /// I/ / / /////I�V // I/WJ /I I/ wII II I �I I I I �I II I IIII �III II I�I1�1I�I �I�1I ��Iw ��IIII���II I �wII ���I�SwW,W�I I I II�'J�� I'�I�w�II I®Id�®'WI®�wIq y I II\IwjIl W wl/ ywwWJ \ JWw\ I /'WWWW.��\w✓) wW.11 l\I II \l wW _ ww �WWW�" \�Ww` :�l I\11 w ww w Ww 1W} WW w w( WW WW ,Www 1�1w `/� /`/ / // v / h/��/ /VI1 � / I / I / I i I I��I�/®dI1 I I / II /\ /\ I V \ \ \ II n V\\ \ \_ �W /w//W /W ��/ /wWW/ / / w/ / wWW /W//✓y w/l �JW/ �/%/.✓ �/ W/ i/www////// WW l / WW/✓ �/ WWw i /�cWWwW/ / WWiW ./j/.WWw�✓./ ./.Www �. ///WW // � �SS OH 'FUTUREPUBLIC GREENWAY TO BE � tj DEDICATED TO ALBEMARLE COUNTY I/r1loRLIN: 91fATTIMEOFFINALSUBDIVISIONPLAT,W °PERPROFFER #z OF ZMA zol8000 Vtiqv�ETh TMPo46bo-oo=oo-otg2/2\egU/ IW W " / ��L I "BRO®KHICt MASTER" wI / W/ ASSOGATI®NINE. ® // 1 . o3W EXISTING STREAM D.BPGENWAY TO BEFUTURE PUBLIC GRE 5o.72ACRES ` IC DEDICATED TO ALBEMARLE COUNTY PROPERTY LINE AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #2 OF ZMA 201800011 \ �/]{/ / / / / / '\ I I I W W \ W W� W I W w W I � W W -W �'M1 Y^ •.n y..� � \ \ I I I \ \ � — � / /W / W i, ✓ � n" G / W W A.. •� W • ` / / / // / / I / / / / / / l / / l / / / I \ \ — YU' / / � / / / \ \ I I I I \ � / / / / _ � / I � I I I I I I� I � \ \ � \ \ 1 � � I / / _ A � I V A � � 2• W W /W / W : // W �®'6 ®®' / / / / / / / / / / / / I / / / / / / ® v —� //// / v I v ; � / / I I I vvvv�v �I ��'�� /���"`/ v vvv I Iv v v v / W � w W /WA �'• / 11 l / 1 // T41 P 04� 6 -do-° 8AID w o w w wl W 1 IIIw%of I I I} 11I I Y / �/W �•�www ®WPROPOSED PEDESTRIAN TUNNEL ... ®/0 w/ ucH 7w / I I v /cHARL�sR &E_¢gBErH\®— lOG ESBYHA'(H) x 1o'(W) RC BOX CULVERT D. /P. TvP 04600 00 oro� /z9.9z �RCCKETTCO �ORa0\ N \ 1 fu 4�l/ Dw.B O zzw95y34 WA/CPG {ESW`�``.•/`.♦'`o.``\•.` 34 :.• •I I/ ®dI I I I I I / l I l I l l / I / ((1 I �I I I `"� y1 9�o°.' I I 4"F ) \ \ ` \ / i 1 \ \\ \ \ \ C —EXISTING ioo-YEAR FLOODPLAIN (TYP. / \ � w— y �, r wI J \ \ \ 0\ /Y/�( \ \ \ STM-B � ` \ \•. LLll ti I I I \ \ \ \ \ 1 z E\ y W/ ..```•`•`'` ' m� NE IIY I I o XISTING STREAM PROPERTY LIzoREAM— va� 3s ¢m FCc I I A w— ------ — — — v •�•-`• IIII I I \ \ \ \ (\I E>rT )\\ \\ \\\\ \\ \ � c 3 w 33 _ — — STM-B10 M B71it :� I I 1\ \ nch u z c 4 •� 1I \\ u -. - c \ _ - `-O+ O 41+00 41+50 42+0o 42+50 o�ry/ � ;z; . t \\ = � \ \ \M NI GOMERY RIDGE OWNERS ASSO IAVON\INC — — — 35+So 36+00 6+ 0 37 + o ®® ®®® 8+ o +oo--t---39+So \ 40+00 4 5 43+Oo f \ 1' / \ \ I C/O WILLIAM J DALTON I I I \ \ > ` \ 3 5 +00 37 5 z O O 8+00 �-39 - - \ _ \ \ 1 ( TMP o 6Do-oo-oo-000Ao \ \ \ \ u _ h STM Boo= o— _— / 0 3 — —b_ 43+Sp �� ��� \ \ �C \� \ \ \ \ �\ y / / ) \ \ \ c _ _ _ _ - i - _ 44+Sp 35- _ .��� - - \ 10 ACRES \.... R - - --- - _--_ - - - — — -=0-$ - - - - - - - -STATE ROUTE 6y3 - / -3� - - - TA DQHTE 6 44+Op _ — — — — _ STM B3 s T \ C o F Q ` / _ ® — _Q o- 3--� - VAR. WIDTH, PROPOSED 90PEEDOL MIITD35�PHD> / / / \- 43_ POLO GROUNDS ROAD - o' �'00 oORA T/O — — — — — — — — =35� — — — — — — — — _ _ — / — �4 b ' m \ STM-62 \ � \ �\ 5 .54EED LIMIT PH r a \ 45+50 �- \\ \\ \ \ \ \ \ \"�m"� \\ \ \ \ TIEPIN TO EXISTING \ _ \ \ \ N _ _ _ _ — — — — PROPOSED ROAD STRIPING / / \ \ \ _ DB62R� - - / \ \ \ �\ \ \ \ \ u _ _ _ D.B Bi P. ---------- \ _ \ \ \ EDGE OF PAVEMENT c — — — \ ---- EXISTING GUARDRAIL 4. PG�93 46+So TO REMAIN— — — -- -- �,' \ \ \ \ / = \\ \ EXISTING GUARDRAIL \ \ r r \ C47+p0 PROPOSED DUAL 5'x5' RC BOX CULVERT STM-B6o` \ \ i \ \ \ \\\ \ \ / EXISTING EDGE OF \\\ I \ �/ \ \ \ sTgTE s so \ \ \ \ TO REMAIN I \ \ " ` \ \ ® \ \ \ \ \ \ EXISTING EDGE OF / \ \ — — — _ — PAVEMENT TO REMAIN \\\ STM-Bi \ / / 5 \\ /\ \ I \c�gR'Wl)TUTE643P 48+po- \\\ \ \ PAVEMENT TO BE / I w \� �` \ H PROPOSED`OGRQV — — — — — — — — — EXISTING STREAM I s N 48 \ Yr t1Mii_ OAD \ \ W N N WIDENED IN THIS AREA /� / V A� r� v ® i PEEo �5MP +so �� r CROCKET� 0 PQR;STIiON \� STM-B O I v 1 A A - v EXISTING EDGE OF H_ TMPo46d o- o o Cd� \ \ \ EXISTING STREAM / PROPOSED ROAD STRIPING 7 \ PAVEMENT TO REMAIN - - _—_-- --- 79. o cr�Es� l 1�11 A A v vv // Iv v vv® vvv vv vvv v D6694, 419)1 \ \111 \ \\ \� 1 \ EXISTING GUARDRAIL \ \ / ------ --- ----- --- A \ 1 I Av \ V II TO REMv v vv v v v� -EXISTING EDGE OF PAVEMENT TO REMAI AINN \ r LI.I � V > w NOTE: ALL ROADWAY EM BANK MEN MATERIAL HALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WI rH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 30 .o4(h) NOTE. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE S12 E NO. 25 OR 26 AGGREGATE EASE MATERIAL S ZE 21A OR 21B FLOWABLE FILL, CONFORMING TO S ECTIONS 205, 208 OR 249 RESPECTIVELY, OR RUSHED CRUSHER RUN A GGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, ECTION 302.0 (a)2G " ACKFILLING". PVI STA:I37+5o.00 PVI ELE : 363.68 K: 1 6.ro NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. 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 1' OF VERTICAL SEPARATION FROM STORM SEWE R & W/L AND 15' OF SEPARA ON BETWEEN W/L & SANITARY SEWER MUST BE PROVIE ED. MINIMUM OF o.S' VERT CAL SEPARATION SHALL BE ROVIDED BE EEN WATERLINE AND PEDESTRIAN TUN EL. VERTICA� GRAPHf SCALE 2.5 ( IN FEET ) 1 inch = 5 2s E 0 ( IN FEET ) 1 inch = 50 39 385 375 m m o o m O1 PVI STA: 45+ 757 / ui m PVI ELEV: 3 7.00 j K: 67.14 / / / 370 W : 150. 0 / 00 r� v� — — 3596 VI STA: 41+2S. 7 v� — — — — VI ELEV: 346.8 ri v N o / ~ --- K:37.46 + m o m W Z � LVC: 26o.00 a v / / O 365 _ \ \ LOW PT ELEV: 348.92 m W \ \ m m w z Lu \\\ \ m Ll// a 36o ri EXISTING GRADE (TYP.) LEXISTING GRADE (TYP.) w In w V) \� z 355 w/--, W Ln Z�\ ,,—— 350 V \ EXISTING 20" SANITARY 5 I� pp SEWER CROSSING 345 PROPOSED DUAL 5'x5' RC BOX CULVERT CROSSING PROPOSED 15" RCP STORM SEWER CROSSING PROPOSED PEDESTRIAN TUNNEL CROSSING 7'(H) x io'(W) RC BOX CULVERT PROPOSED (2) 30" RCP CULVERT CROSSING m M �t M rl r. l0 N tD W W r. N I I 5p N 'i O M ul lD N 'i 1� 01 M 1� O N N I� l0 L!1 N 'i 0 CO lO It N •i L� cl CO 01 O H N M It m N S I, 01 H �O l0 l0 l0 kD l0 lO Vt L(1 l!1 Vl Ln .t .t .t l(1 l!1 Vl Vl l!1 Vl L(1 Vl l0 lD l0 l0 r. 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 34+00 34+SO 35+00 35+50 36+oo 36+5o 37+00 37+50 38+oo 38+50 39+00 39+So 40+00 40+So 41+00 41+50 42+00 42+50 3+00 43+SO 44+00 44+SO 45+00 45+SO 46+oo 46+5o 47+00 47+SO 48+oo 48+So 340 335 L Q z M M 0- Q N Q C11) O 1 1--i ��I � W 0 YeC N � 0 w . U Lu J 0 J o z Q o O z J � U � w Y Lu J L1 ~ p IL CO J O u, CO LuLu Lu M 0 Q Lu O CO Lu Lu J C) W O N Q u �w J 0 w W a JOB NO. 182150 SCALE V: H:i"=5d SHEET NO. 12 TH 0 385 SCOTT R. LINSZ U Lic. No. 035791 11/2/21 o IONAL ECG z E w z z w z 0 U F 0 Z w N C °U U Q n F Z Qw f 3 z O 0 H O ° a o a m u k >u a Z a L Lu F z O j O O < s u U > Z w d 3 �^ Q C Y N mLu > Q w w o W w a 2 W N C ° Lu U O O m C O w N r \ rl \ U rl 0 0 c Q Jti/y'� u U \ / M C rn 0 N O i O 3 a F / 1■..YV 1 0 Q LE F� a 24+So 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo 28+50 29+00 29+So 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+oo 36+5o 37+00 37+50 38+00 38+5oCD ~ o w WATERLINE Tl PROFILE N o N Q NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL Q = CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE i 0 UNIFORM LAYERS NOT MORE THAN 18 INCHES IN Lu THICKNESS BEFORE COMPACTION OVER J THE ENTIRE ROADBED AREA IN ACCORDANCE WITH J Q W VDOT zozo ROAD AND BRIDGE SPECIFICATION 3o3.or,(h) Q J L1_I O ILL a NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN O AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL F L SIZE ziA OR ziB, FLOWABLE FILL, CONFORMING TO 0 o SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED Q L1J 0 GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR z Z CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD = AND BRIDGE SPECIFICATIONS, SECTION 3oz.03(a)zG J "BACKFILLING". U O o 1 L NOTES: Y //��� `J 1. ALL FILL TO BE PLACED AT 95% COMPACTION. Lu Q 0 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. ~ > T COVER CAN BE REDUCED TO 3.o' OVER W/L AT LOCATION J OF PEDESTRIAN CROSSING. O 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM W o SEWER & W/L AND 3.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. MINIMUM OFo.5' VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN L w WATERLINE AND PEDESTRIAN TUNNEL. M z Z wLu � BENDS TO ROUTE o VERTICAL GRAPHIC 'SCALE ITARY SEWER PIPE � I— � u s o z.s s ,o zo LLI D ° ( IN FEET ) o 1 inch = 5 ft O Lu 0 O N Q HORIZONTAL GRAPHIC SCALE so o zs so ,00 zoo w °1 a J N ( IN FEET ) O w I inch = 50 ft. a u) k 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 Tl PROFILE SCALE V. 0 H: 1" = 50' C 0 SHEET NO. a 13 s PROPOSED AIR -RELEASE VALVE NOTE: SUPPORTS REQUIRED ON RCP 38Q ON BOTH SIDES OF CROSSING. 375 EXISTING GRADE (TYP.) \ MIN. PROPOSED 30" RCP NOTE: SUPPORTS REQUIRED ON RCP STORM SEWER CROSSING ON BOTH SIDES OF CROSSING. I� YP.) � ROPOSED GRADE (TYPJ `. PROPOSED iz" CL. 5z DI WATERLINE NOTE: INSULATION REQUIRED AT CROSSING.-- 1 \ ROPOSED iz" G.V. ----_----_ _ 365 PROPOSED z4" RCP CROSSING STORM SEWER ROPOSED LYDRANTASSEMBLY FIRE i.o' -\ REMOVE PLUG &TIE -INTO - EXISTING iz" DI WATERLINE w/ iz"x6" TEE 3�5' 360 MIN. STORM PROPOSED SEWER CROSSING 30" RCP NOTE: INSULATION REQUIRED AT CROSSING. PROPOSED FIRE HYDRANT ASSEMBLY - w/sz"x6"TEE 355 PROPOSED iz" G.V. PROPOSED iz" CL. 5z DI WATERLINE W = w 35o 2 = �cn V I , 2� ~ 345 _ w= v1 � 1 - wi 34Q Z j u! 335 tD I� cl N N O l(1 O1 M W 1� ~ l0 n � l0 n M M � •i O � I� Ol ~ W N N O I� � O N l0 � N CD ri ~ O M m I� rl ri N O N V1 W M N Lf1 O n N � O V1 CO In � I� N .t ul Ln ^ n � W � W � CO � I� ri l0 ri l0 � t0 l0 � � � n O n O N � � N t0 � N t0 ^ t0 ^ l0 � S � S M N N rl l0 rl Ol � OD M M M M M M M M M M M M M M M M� M M� M M� M M� m M� m M� M M� M M� M M� M M M NOTE: GRIPPER GASKETS ARE REQUIRED FROM So' BEFORE CROSSING TO HORIZONTAL BEND. INSULATION REQUIRED AT CROSSING. CONTRACTOR SHALL INSTALL SAND BUFFER AT CROSSING. SUPPORTS SHALL BE PROVIDED ON WATER MAIN ON BOTH SIDES OF CROSSING. 360 PROPOSED FIRE ,\\ \� PROPOSED iz" CL. Sz DI WATERLINE HYDRANT ASSEMBLY � � \\ \ w/ iz"x6" TEE � 355 PROPOSEDTYPEA __--, _________� _ __ ___ -\., BLOW -OFF ASSEMBLY � PROPOSED iz" ii.z5° W= HORIZONTAL BEND 3�5' , \ MIN. Lu 3' MIN. AT 35Q CROSSING l/1 � 3 5� MIN. EXISTING zo" SANITARY o S SEWER CROSSING ~ i = PROPOSED i5" RCP 5�5 345 Lu _ � � STORM SEWER CROSSING PROPOSED (z) iz" 45°VERTICAL BEN WATERLINE OVER EXISTING zi" SAN � � z PROPOSED iz" 45° � HORIZONTAL BEND 340 PROPOSED DUAL 5'x5' RC PROPOSED PEDESTRIAN TUNNEL CROSSING l.1 - BOX CULVERT CROSSING 7'(H) x io'(W) RC BOX CULVERT Q - � � 335 � O ^ I� � O ^ W � N � M N ri N N n N � Op V1 ^ V1 Vt � .t ll1 M � 111 rj f V1 O � ll1 rl .t L!1 rl ri if. � p V1 � m ll1 I� L!1 m M M m M M M M M M M M M M M M M M M M m 36o EXISTING GRADE (TYP.) PRO 355 EXISTING 20" SANITARY SEWER CROSSING NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH / OF 12'OR GREATER SHALL HAVE SAFETY SLABS IN 350 / ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 202o ROAD AND BRIDGE STANDARDS. PROPOSED MODIFIED / NOTE: HDPE CAN BE USED AS AN ACCEPTABLE VDOT EW-7 ENDWALL SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. `^/30WINGWALLS/ 0.67' SEE DETAIL ON SHEET 9 FOR HDPE PIPE BEDDING 345 / INFORMATION. OF 4 OR GREATNOTE: ALL INAGE ER SHALLRUCTURES HAVE STEPSI WITH A DEPTH o' RCP CULVERTS ACCORDANCE WITH STANDARD ST-1AS FOUND IN INV. OUT= o (zi 94'83LF 176% THE 202o ROAD AND BRIDGE STANDARDS. 340 343 m Ln It a M M M 0+00 0+50 1+00 36o =D GRADE (TYP.) CONTRACTOR SHALL PROVIDE SANITARY SEWER PIPE SUPPORT DURING THE CULVERT EXCAVATION AND ILL (TYP.) PERMANENT SUPPORT AFTER THE CULVERT INSTALLATION, AT THE DIRECTION OF THE ACSA. PRIOR TO EXCAVATING -BELOW THE SPRINGLINE OF THE PIPE, THE CONTRACTOR SHALL ADVISE THE ACSA ON EXISTING BELL LOCATIONS RELATIVE TO THE HORIZONTAL DISTANCE TO THE STORM CROSSING, SO THE ACSA CAN PROVIDE SUPPORT STM-Bg STM-BS VDOT STD. DI-3C (L=8') VDOT STD. DI-3C (L=8')00 TP=353 67 34 S INV IN=342.27 INV OUT=348.50 00 11 36o INV IN=342.27 ii d m o 36o INV OUT=342.17 m p d M 00 m O 0 m 10 0 ^O - 11 N -T lD m M II,� 0 N MM F- mm MF mF Mz0 l0 Lnnl 0 mF mF ul II II � 2� d>> 0o ii Z Z F 355 2Da°a>� F-0�ZZZ I. 19 20 m Le)>~Zz 355 STM-B51 VDOT STD. DI-313 (L=6') TP=376.o8 INV IN=37083 68INV OUT=37.538o 380 EXISTING GRADE (TYP.) ROPOSED RGRADE (TYP.) O FIPOSED VDOT STD. 375 LL (TYP.) 375 \ GUIDANCE. FLOWABLE FILL WILL BE REQUIRED BETWEEN STM-B3 � > F Z Z - J THE zo" DIP SANITARY SEWER AND THE DUAL 3o" RCP DUE VDOT STD. MH TO THE REDUCED VERTICAL SEPARATION. TP=348 17 EXISTING 20" SANITARY 370 PROPOSED MODIFIED INV IN=341.42 / SEWER CROSSING35 VDOT EW-7 ENDWALL 350 INV OUT=33833 o w/ 300 WINGWALLS STM-62 / / PROPOSED 6" DI 345 VDOT STD. MH WATERLINE CROSSING PROPOSED MODIFI TP=34z.50 I 3'1 2.0' 15 RCP VDOT EW-z ENDWF INV. IN=z44.62 INV IN=337 5z ILL (TYP) 39 97 LF Qa 1.z5oh 0 a m m M 1+50 2+00 STORM B71- B70 PROFILE I w/30 WINGWALL..0 345 INV OUT=337-42 / 345 CONTRACTOR SHALL PROVIDE SANITARY SEWER PIPE 340 EXISTING GRADE (TYP. SUPPORT DURING THE STORM PIPE EXCAVATION AND �5 RCP o PERMANENT SUPPORT AFTER THE STORM PIPE INSTALLATION, 6O PROPOSED GRADE (TYP.) 111.23 LF C 1.11/° AT THE DIRECTION OF THE ACSA. PRIOR TO EXCAVATING 3 / BELOW THE SPRINGLINE OF THE PIPE, THE CONTRACTOR 340 15" RCP SHALL ADVISE THE ACSA ON EXISTING BELL LOCATIONS / 43 53 C� 68°� 15" RCP RELATIVE TO THE HORIZONTAL DISTANCE TO THE STORM / PROPOSED VDOT STD. Es-1 I LF 1. 64.89 LF Qa o.88% CROSSING, SO THE ACSA CAN PROVIDE SUPPORT GUIDANCE. / INV. OUT=336 5 I 15" RCP 355 335 48.31 LF Qa 1.55% 335 36o 36o STM-1341 VDOT STD. DI-313 (L=12') TP=368.25 INV IN=363.25 375 INV OUT=360.42 375 355 EXISTING 12" SANITARY 355 SEWER CROSSINGX/ FILL (TYP. r GRADE (TYP.) I EXISTING GRADE (TYP.) FROPOSED - EXISTING GRADE (TYP. / PROPOSED 12" DI 370 370 350 1 WATERLINE CROSSING 350 / PROPOSED MODIFIED -PROPOSED GRADE (TYP.) VDOT EW-1 ENDWALL 365 365 345 345 NV. IN=365.83 PROPOSED MODIFIED 5-5' VDOT EW-2 ENDWALL-1.0 24" RCP FILL (TYP.) PROPOSED CONCRETE ENDWALL w/ 30° WINGWALLS 17.0o LF @1S.18% 00 WITH 45° WING WALLS 360 PROPOSED 12" DI 36o 340 \ 340 WATERLINE CROSSING 3� PROPOSED CONCRETE EN WITH 45° WING 330 INV. I N=338.25 DUAL 5'x5' RC BOX CUL 138.00 LF Qa 6.io% 335 330 INV. OUT=329.83 325 TOR 661- B6o PROFILE 3�5 Oo m �n o N m M m M m 0+00 0+50 1+00 1+50 2+00 2+50 36o STM-B5 XISTING GRADE (TYP.) VDOT STD. DI-3C (L=8') 355 TP=348 So INV IN=342.z7 STM-134 INV IN=342.27 VDOT STD. DI-313 (L=8') qV OUT=342.17 TP=348.67 INV OUT=342.58 350 350 PROPOSED GRADE (TY 345 345 340 340 15" RCP 13.2o LF Qa 2.35% 335 335 w M w m 0+00 0+50 I I�724" RCP 355 I 39.00 LF @1.9z% 355 I NV.OUT=35967 I I 350 I 350 345 345 o m o M M w M M 0+00 0+50 1+00 1+50 36o 355 EXISTING 12" SANITARY SEWER CROSSING EXISTING GRADE (TYP. / 350 7'H x io'W RC BOX CULVERT / P.) 112.95 LF Qa 2.28% / e 0.S _ STORM 64 - B5 PROFILE 345 )SED CONCRETE ENDWA WITH 450 WING WAL 340 335 355 SED GRADE (TYP.) :D 12" DI NE c� 350 PROPOSED CONCRETE ENDWALL /-WITH 450 WING WALLS 345 OUT 340 =337 4z NV. IN=340.00 NOTE: PER VDOT ROAD AND BRIDGE SPECIFICATION SECTION 520.03(b), 8" MINIMUM EXCAVATION AND BEDDING MATERIAL SHALL BE PROVIDED BENEATH THE PROPOSED PEDESTRIAN TUNNEL STRUCTURE W N D M 0 00 s m m m M m 0+00 0+50 1+00 1+50 2+00 2+50 I Li5" RCP 21-45LF@a 3.78% LE TOR Bg - B1 PR FILE / 15" RCP 330 / 41.26 LF Qa 2.23% 330 m 01 N .+ � M n M m m m m m m m M m M rmmn m m m ,m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+5o 4+00 EXIST PR STM-B31 VDOT STD. DI-313 (L=16') 3 PROPOSED GRADE (TYP.) TP=355 75 6o I rINV OUT=348.83 EXISTING 12" SANITARY SEWER CROSSING / 355 / 355 PROPOSED 22" DI ING GRADE (TYP.) / WATERLINE CROSSI 350 / 1.0' 350 DPOSED VDOT STD. 6s-1 / / 15" RCP 71.36 LF @ 1.160/0 345 / 345 /IANV. I OUT=348.00 340 I 340 It o r m m M m M m 0+00 0+50 1+00 1+50 STORM-1331 - B30 PROFILE 375 370 1 ,' PROPOSED 1z"POSED DI WATERLINE CROSSING 365 _ PROPOSED MODIFIED VDOT EW-2 ENDWALL w/ 300 WINGWALLS I 360 1 355 O N L m m 0+00 0+50 NG 50 STM-A61 VDOT STD. DI-36 (L=8') TP=371-75 INV IN=362.18 INV OUT=362.o8 375 ROPOSED GRADE (TYP.) ILL (TYP.) 370 PROPOSED MODIFIED VDOT EW-z ENDWALL w/ 300 WINGWALLS XISTING GRADE (TYP.) 365 INV. I N=364.00 3o" RCP 23.00 LF @a 7.91% 360 3o" RCP 42.00 LF Qa 4-95% OUT= 36o.00 355 O 00 � ^ � M m m 1+00 1+50 STORM A62 - A6o PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. COVER CAN BE REDUCED TO 3.0' OVER W/L AT LOCATION OF PEDESTRIAN CROSSING. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. MINIMUM OF0.5' VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN WATERLINE AND PEDESTRIAN TUNNEL. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. EX-SAN-15 STA:o+64.16 358 EX. RIM-95531 EX. INV IN=34737 (2o" DIP) EX. INV OUT=34732 (2o" DIP) EXISTING GRADE (TYP.) 36o EX. Sf EX. INV IN= EX. INV OUT= Lic. No. 035791 11/2/21 NV. IN=373.17 3o" RCP 1.0 17.00 LF @13.76% 370 f PROPOSED 1z" DI WATERLINE CROSSING 365 (41 I 3o" RCP z e 56.00 LF (7a 11.75% a k 36o u ZwD. 0 U) INV. OUT=361.00 O o �00 14) M m m m 0+00 0+50 1+00 1+50 y ^ u) > F- u z c 355 U)Lu a C CLj STORM B52 - B50 PROFILE EXISTING GRADE (TYP 00 J m rn nm s ��It O N t W M 355 11 �m : m ml�- a 11 d m m m 0 a 0 0 ^� O Ln ui F d � 0 11 0 r z w g 0 a a'i > w :a 0 U) :> ;ul Ln>I—z z 355 ' Q 0 'm^Z ZO F0a>>> >�zzz_ 350 PROPOSED GRADE (TYP.) 350 151 RCP Z 30% LF C 345 y1g bo 345 340 340 rn m . co m m M M m M � M CA Q N Q O Ll ce 1--i N 1--i CD Cn w N (n N Q > = Ln W Lu J J J_ Q O > Q jn:� w O 6- 200 0+00 0+50 1+00 2+50 O STORM B10 - 137 PROFILE TOP SHALL BE PROPOSED GRADE EX-SAN-16 STA:1+53-05 EX. RIM=35534 EX. INV IN=347.93 (20" DIP) EX. INV OUT=347.72 (2o" DIP) J Q J < z Q D D U O EX-SAN-17 STA:3+91.44 EX. RIM=356.13 //��� `/ Lu . EX. INV IN=349.82 (12" DIP) EX. INV IN=348.83 (2o" DIP) LL] Q Q EX. INV OUT=348.83 DIP) z (zo" 360 J EX-SAN-13 - t STA:o+oo.00 EX. RIM=352.76 IORKEL=352 99 / 346.90 (20"DIP) 355 346.85(2o" DIP) _ _ _ PROPOSED 12" DI / / L (TYP:) / - _ _ I I / PROPOSED I GRADE (TYP.) WATERLINE CROSSING 3 5 II 35011 / _ 1.T - - -II 350 � - - -U IL - - - 0.6 ' zo" DIP 2.0' 234.39 LF @ 0.38% 345 345 2o" DIP 6o.i6 LF Qa 0.70% PROPOSED 15" RCP DIP zo" DIP PROPOSED (z) 3o" RCP STORM SEWER CROSSING 340 81 LF �a o CULVERT CROSSING 340 Gl M Ol 00 'i � M ^ M O Vl N m CO m H m � N m M Vl m m S m m M L!1 m m W m ul I>1 Lu W ' M 0 W J � w Lu J o Lu O N Q u `� w J G 0 w w a U4) JOB NO. 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 H._-50, EX-SAN-17 - EX-SAN-13 PROFILE EDESTRIAN TUNNEL PROFIL SHEET NO. 14 O Velac Depth HGL HGL Tdd Ripe over on. Up Dn Up on Up FIw m Hin) (da) (cre) (cfe) (me) (roe) On) t ( M (ft) M 20.00 20.00 0.00 4.73 6.42 24.10 18,20 362.01 365.52 366.24 090 22.00 2T00 0.00 5.11 6.65 24.56 1913. 362.05 365,59 366.40 096 24.00 2400 0.00 549 6.90 25.00 2000. 362.08 365.67 366.57 103 26.00 26.00 0.00 5.86 7.15 25,42 2084. 362.12 365.74 36673 109 28.00 2800 0.00 6.23 7.39 25,82 21.63 362.15 36580 366. Be 1,16 30.00 3000 0.00 660 TIM 26,19 22.38 362.18 365.87 367.08 123 32.00 32.00 0.00 6.96 7.89 26.55 23.10 362.21 365.92 367,29 132 34.00 3400 0,00 7,33 8.15 26.89 21R 362.24 365.98 367,51 1,40 36.00 36,00 0.00 7.70 8.42 27.20 24.40 362.27 366.03 367.74 150 38.00 3800 0.00 8.06 8.70 27.49 24.99 362.29 366.08 367,98 159 40.00 40.M 0.00 8.43 8.99 27.76 25.53 362.31 366,13 368.24 110 Design Year: 10 Project: Polo Grounds Road -Phase B Job #: 182150 Prepared by: AML, PE Culvert Report -A / / / / / / / / ra wExpress Extension fnr/ odesliu i,CAMC l3D®e Aritodesk Inc_ Tumdl Jul 132021F /B52 - B50Invert Elev Dn (ft) = 361.00 Calculations/ / / /// / Pipe Length (ft) = 7300 Qmin (cls) = 9.00 // // -�! i slope (°i°) = 16.67 Amax (crs) = 17.00 /dl-N�Invert Elev Up(ft) = 373.17 Tailwater Elev(ft) = (dc+D)/2Rise(in) = 300 _ Sha e = Circular/ /P Hi9Wighted Span (in) = 30.0 Qtotal (cfs) = 13.00 No.//n-V Barrels = 1 Cover (cfop ( = 0.000 n-Value = 0.012 Qovertop (ds) = 0.00 //// / �� Culvert Type = Circular Concrete Veloc On (fUs) = 3.33 // /Culvert Entrance = Square edge w/headwall (C) Veloc Up (fUs) = 5.52Coeff. K,M,e,Y,k = 0.0098,2,00398,0.67,05 HGL Dn (1) = 362.86 HGL Up (1) = 374.38 � �, / / / Embankment Hw Elev (ft) = 0.62 Top Elevation (ft) = 376.33 Hw/D (ft) = 0.62//Top 1Mdth (ft) = 4000 Flow Regime = Inlet Control/ / �G �� / / / Crest VNdth 'M = 20 00 INLET STATION OUTLEF WATER SURFACEE[EV Lo Do Qo ZW Se, I -If JUNCTIONLOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV V. Ho QiN V¢ Q•V; V; /2g 1L ANGLE Ho lit 1.311t .51-It 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 0.001 0 0 0.13 NA N/A 0.36 1 364.54 369.33 ,TH ofi SCOTT R. LINSZ U Lic. No. 035791,E d✓� 11/2/21�`� o�IONAL 'S F- z w ¢ �� / // ��/ / r// // Design Storm Year = 10 p Culvert Report �- - ��/ / ��// / a Un Hydraflom Express Extension foNutodei N➢ Ean CmI 3MIly Aktudesk,Inc_ Tuesday, Ju1132021 eer pl B52-B59 Hw oeP,n lnl A62 - A60 Invert Elev Dn (ft) = 360.00 Calculations Pipe Length (ft) = 65.00 Qmin (cfs) = 6.15 Qm ax(cls) 1 Invert Elev Up (ft) = 364.00 Tailwater Elev (ft) Rise (in) = 30.0 Shape = Circular Highlighted Span (in) = 30.0 Qtotal (ds) No. Barrels = 1 Qpipe (cfs) n-Value = 0.012 Qovertop (cfs) Culvert Type = Circular Concrete Veloc Dn (ftls) jl Culvert Entrance = Square edge w/headwall (C) Veloc Up (ftls) iY Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL On (ft) HGL Up (ft) I\ 1 Embankment Hw Elev (ft) Top Elevation (ft) = 371.92 Hw/D (ft) 0 m = 20.00addo = (dc+D)/2 = 22.00 = 6.66 - = 362.05 = 365.59 = 366.40 oss ®� -----r ----� _= Blow A-P12 flea 2.e3 DOWNSTREAM STRucruRE off FORS11472M (n Qw z o-J O O V (� > UQ V f Q Z w oiS o � � o z p O Q0o �� zw < > a m w � LU `7 Q w o of Ww Co. O N w Elite Ln w \_ 444 / I Culvert Report C N N � H;mran ow Express Extension torANodesl4l P,toCAD®CMI 3D®by PkMtlEsk,Inc Tuesday ,Jul 132021 `T B42 - B40 I \ \ 'd Invert Elev Dn (ft) = 359.67 Calculations \ \ \ \ \ \ 43� / / / \ \ ` \ Pipe Length (ft) = 56.00 Can in (els) = 6.00 Slope(lo) = 11.00 Can ax(ds) = 10.00 Invert Elev Up (ft) = 365.83 Tailwater Elev (ft) _ (dc+D)/2 Rise (in) = 30.0 �W "EXISTINGSTREA I I I \ \ \ \ \ \ \\ \\ \ / // Shape =Circular Highlighted A- No. Barrels _ 10.0 Qote ds = 800 o f () rn n-Value 0.012 Qovertcfe 000 ®® ®___� 21 i Oo )-----`-W \\ \\\ / �/ / I ( I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �-q3g� /// / / \ ` Culvert Type = Circular Concrete Veloc Dn (Ms) = 2.22 CID ®® ?2+00\ °'- �_> �,_. \\\ \ �/ / / / I \ \ \ \ \ \ �- 43g� / / / l � Culvert Entrance =Square edge w/headwall (C) Veloc Up (Ni = 4.74 _ - 3`\ -\ \\ \ / / Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL On (ft) = 361.39 M ®-��ST 2 \ \ \�_ §T -A62 / / ( \ I \ \ \ \ \ \ \ \ -428 / HGL Up (ft) = 366.77 �(r-o o AT OUTE6 �� 3+0 - -- --� \ I /'� / �\ O ER O U/ -- 1 \ \ \ \ \ \ \ / \ Embankment Hw Elev (ft) = 387.01 \ N \ _°-° ® i VAR' W/OTH -42ff/ II I \ \\\ \ Top Elevation (ft) = 368.50 Hw/D (ft) = 0.47 \ - 4 Top Width (ft) = 40,00 Flow Regime = Inlet Control M OAD+00 \RAINAGE DIVIDE TYP)� Crest Vdth (ft) = 20004zPR�zM�/�R�Hk AILE� _ \ 1 \ \ \ \\ \ ��� / / I Eln lfl) B42-B40 Hw DxPMlfl) VJ 26+ \\ \\ \ \\ \ / / ( IN F T) \ I 1 \ 1 1 \ 1 1 n h -� OI ft, \ ®\ O\M1+oOU ., I\ 11 1\\ \ I\\ ' °" �U -11 Wit) STM-A6o p-()P3 ' s fbNSROgD 9�Cb \ v V 3sMPy % \ \ ®® EXISTING ioo-YEAR FLOODPLAIN TYP /®\ \ 1 \ �404 \ \ \ \ r l \ l ®®®\ o ® ® ®ODD .®_@ 00 . �\ \ \9 tell \ \ 1 a - �1 �17 11, -12.17 Top Width (ft) = 40.00 Flow Regime - Inlet Control 5 \ 3 CRwIe, Lulvert HBL 6nEenk I I Crest V11dth (ft) = 20.00 1 I \ I FJer lnl ,162-Afi0 nwnePR, IRI nno° 1 IB W 4.00 / // //// I I I III III � moo 356W O WI. Depth HGL HGL Tatd Rpe Over On Up on Up an Up Hw E.0 (cf%) (ds) (ds) (IU (fl/s) Cn) (in) (ft) (ft) (ft) 900 9.00 0.00 2.45 4,91 21.00 11.99 36215 374.17 374.37 0.48 11.00 11.00 0.00 2.90 5.23 2166 13,31 36280 37428 374.55 055 13.00 13.00 0.00 3.33 5.52 22.27 14.53 36286 37l.38 374.71 0.62 18.00 15.00 0.IN 3.74 579 2283 1586 36290 374.47 37186 068 17.00 17.00 0.00 4.15 6.05 2336 16.72 36295 374.56 375.04 0.75 1W N N 1 17 -0c W _ LU t J AS 4f� > NINNIES Lu 683 L y ,"(- \\\\ / \ I I I \ �/ / 0 5 ,0 15 ID 25 3n 35 1Y 45 W S W 6 N 15 8%3 O GRo,la,Guwul -HGL Emdnk Hwn 1n1 J STM-1352 III I I I \�A 000 , tea XIST ING STREAM A o \ \ \ , \\\ \ 1 y - _ B SPREAD AND INLET CAPTURE) \W i \ INLETS ON GRADE, DESIGN (CUR Intensity 4,00 (Intensity Is 4 Iri for spread, and 6.5 In/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U 5 O Y d T 42 w N U N + O N u N $ w m m 0 3 c o u m c } $ w d o E m o c m w d o '� w `m o H o 'm ° 1i m w a m m o E c O vs w a '" Q a rn rn rn w 3 11 y c m ; 2' 'x w p O x 3 3 � � d v � O a > � Q ei U O O ai rn rn w ei rn rn � ui O c � B41 36 12.0 0.36 0,85 0.306 1.22 0.00 1.22 0.0144 0.0200 2.0 0,0833 4.1650 8.72 0.76 3.5192 0.1466 0.1314 7.82 1.54 1.00 1.22 0.00 Max. allowable spread=8' 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 spread=8' A61 36 8.0 0.09 1.80 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' „ „ moor ■■wf now .� .■■■■i tIP Q U / � 1 Lw I- v vv� ♦ \� v v - - // ���� I /_ / / / Lu LU ® ®� d1 VA- \\ x \STM-B5o ® \ \\\\\\\ \ (n 00t/ \ - LU \\-\ STREA \ \ L \ f _ - \ \ - `': p � \ \� � qT STM-B4z \/ _ _ _� W _ for inlets drainingto stormwater management facilities where overland flow to facilities is not available 100 /o capture is required at 6.5in/hr _ 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 U L w C p 0 C 0 0 0 .10i n w w d w o 0 3 x q w t u `m w c 3 c p u m c m S j .4 0 0 J O Is CO N 0 3 w °k R C Y+ J ii O > w (xn O' O N O Y N c i O m ° rn ] 9 rn rn X to p_ w > tI tI 2 N c m t7 Z E pO a U O ai rn O > ¢ Ci O O' ui in 0 F UJ eo to (3 ef6+ IY B41 3B 12.0 0.36 0.85 0.306 1.99 0.00 1.99 0.0144 0.0200 2.0 0.0833 4.1650 8.06 0.67 3.5192 0.1466 0.1182 10.21 1.18 1.00 1.99 0.00 B51 3B 6.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0053 0.0200 2.0 0.0833 4.1650 % 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 owdand flow to facilities is not available, 100% capture is required at 6.5in/hr ' A i O Veloc Dept, HGL HGL Tdd Rpe Over Dn Up Dn Up on Up My Hw0 (c) (�) '�) (we) (w+) (in) (in) (ft) (ft) (ft) 6.00 6,00 0.00 1,74 436 19.86 9.72 361.33 366.64 366.81 0.39 7.00 7.00 0.00 1.98 4.56 20.26 10.52 361.36 366,71 366.91 043 8.00 8.00 Jet 2.22 474 20.64 11,28 361.39 366.77 367.01 047 9.00 9,00 0.00 2.45 491 2100 11.99 361.42 366.83 367.10 0.61 10.00 low 0.00 2.68 508 2133 12.67 361.45 366,89 367A9 0.54 , aRo o -Pc \3 .=_ �7s� _ 3�80� -- - _ .3B2- 380 -_ \\ \\ \° �s°s0�Rp 3+Oo t Z° �_ - = -li} _ - _ N _ O \ EXISTING ioo-YEAR FLOODP14,11 LAIN (TYP. �\ o FFo4/ONOrm - - 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 bm 6ni W� ilrl-1('r \\�`\ 35+00 - - ----- W` �� vv 36+o° 37+00 Now Elm Now mn woo \ �\ - \\�STM-B¢o MEMO �L //i \ --o a I� I� LU Q z a- O 1 Q Q J O � Q U `N z < ,.0 W LL QD (D z O < Q LL a LU �J 1 O W w F_ LU F_ I w a U) JOB NO. 182150 SCALE 1 rr=50' SHEET NO. 15 \ Culvert Report \ HydJrafloi Express Extension for Autodesl Auto CNII 9D® by Autedesk, Inc. Tuesday Jw 132021 Yj/\/ / B61 - B60 Invert Elev Dn (ft) = 329.83 Calculations 38p_ Pipe Length (ft) = 138.00 Qmin (cfs) = 100.00 Slope (%) = 6.10 Qmax (cfs) = 500.00 \ \ 380_ Invert Elev Up (ft) = 338.25 Tailwater Elev (ft) = (dc+D)/2 Rise \\\ \\\ Shape n) = Boo Highlighted Span (in) = 60.0 Qtotal (cfs) = 300.00 Barrels = 2 Qv(cfs) = . Culvert Flare l0.00 n-V \\ alue = Qove 0 rtop (cfs) = 747 \\ \ \ \\ \ \ \ Culvert Entrance = 30D to 5D wirlgwall flares Veloc Up (ft/s) = 9.89 \ \ \\ \\\ r Coeff. K,M,a,Y,k = 0.026, 1, 0.0347, 0.81, 0.4 HGL Dn (ft) = 333.85 HGL Up (ft) = 341.28 Embankment \ \\ \\ \ \ Emba men Hw Elev (ft) 343.00 Top Elevation ft = 357.00 Hw/D (ft) _ 0.95 \ 40. 0 - \ To Width ft 0 Flow Regime Inlet Control \ \ P O 9 o ��, �� `Q ,� \\ \ \ \ Crest Width (ft) = 20.00 toy �6+ �Q\ �p 'j9� .796 �9s �9 J�O\ \\ xx\\\ \ \ \ \ \\\ \ \ \\ \ \ \ \ \ \ \ eIn n Hw Depth n \ \ \ \ \ \ \ \\ \ \ \ 1 1 661 a60 p 1 1 \ \ V A V A \ \ \ CC \ \ ......� ,.soonmoor MF SENSE 11 on 3415 675 1076 575 07S J.tS 935 1425 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 irl for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, in is 0.013 Inlet Hydrology Curb and Gutter Inlet `. 42 42 y i to O42 ry Ol L p. U c o 0 It w_ .B 0 � U C d 0 v tt 42 " Ec m u ` NS1 + �' rn4 w d > o g3 m Y m5 a cl O + N LE .9 E aadmm m c o o o O Q X ci i da u 2 B4 3B 8.0 0.29 0.76 0.220 0.88 0.00 0.88 0.0050 0.0200 2.0 1 0.0833 4.1650 1 7.24 1 0.74 3.5192 0.1466 0.1285 5.03 1.59 1.00 0.88 0.00 Max. allowable spreatlzell' 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 spreader' B8 36 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' B10 3B 14.0 0.53 0.80 0.424 1.70 0.00 1.70 0.0246 0.0200 2.0 0.0833 4.1650 6.87 0.75 3.5192 0.1466 0.1300 10.60 1.32 1.00 1.70 0.00 Max. allowable spread' B31 3B 16.0 1 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 0.128 0.51 0.00 0.51 0.0053 0.0200 2.0 0.0833 4.1650 5.84 0.83 3.5192 0.1466 1.1417 3.84 1.66 1.00 0.51 0.00 Max. allowable s read=' P A61 3B 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 0.98 3.5192 0.1466 0.1652 5.10 1.67 1.00 0.29 0.00 Max. allowable s reader' P I \ \ \ \ \ \ \ \ \ \ \ 0 in 20 ]3 40 £A W TO - Box Cuwe,i � MGL BO 90 Emkenk 1� '10 12n 139 l" ism iW 1i0 180 Reecn lrtl / D Val. DepU1 HGL HGL Tdd Pipe Over Dn Up Do Up on Up Hw rfa/D (di) (di) (Cis) (IV.) (IV.) (n) (in) ut) (ft) IT 100.00 100.00 0.00 3.10 6.85 38.75 17.51 333.06 339.71 34040 0.43 140.00 140.00 0.00 4.10 TV 40.95 21.91 333.24 340.06 341.00 0.55 180.00 180.00 0.00 5.03 834 42.95 25.90 333.41 340.41 341.55 066 220.00 220.00 0.00 5.89 8.92 44.80 29.60 333.56 340.72 342.06 076 280.00 260.00 0.00 B]0 943 46.54 3308 33371 341.01 342.54 O86 300.00 300.00 0.00 7.47 9.89 48.20 38.39 333.85 341.28 343.00 0.95 340.00 340.00 0.00 820 10.31 4938 3956 333.98 341.55 343.44 104 380.00 380.00 0.00 8.89 10.70 51.30 42.60 334.10 341.80 344.15 1.18 420.00 420.00 0.00 9.55 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 51.14 334.46 342.51 345.62 167 0 - for Inlets draining to stormwater management facilities, where overland flow to facilities Is not available, 100 /o capture Is required at 6.5In/hr 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 vo t a U in 6 n C 2 N N 2 � in n o n 0 v011 o > ; '0 m .15 a 2• 75 c m m u o o c s o 3 o m m 'S N 3 r+ o v a 0 c c `m d `v rn m r o .B 3 U e x = rn x (?,A Q. 0 't 3 rn oN' _ p3 4 03 C O L (] cl Ol ?,_ in Zia E 11 > J Q U U a O O v) v) aJ rn H W m W v) J J W O a U K B4 3B 8.0 0.29 0.76 0.220 1.43 0.00 1.43 0.0050 0.0200 2.0 0.0833 4.1650 8.69 0.63 3.5192 0.1466 0.1124 6.68 1.20 1.00 1.43 0.00 B6 3B 8.0 0.20 0.69 0.138 0.90 0.00 0.90 0.0115 0.0200 2.0 0.0833 4.1650 6.24 0.80 3.5192 0.1466 0.1373 6.25 1.28 1.00 0.90 0.00 B7 3B 8.0 0.14 0.81 0.113 0.74 0.00 0.74 0.0246 0.0200 2.0 0.0833 4.1660 5.02 0.88 3.5192 0.1466 0.1490 6.88 1.16 1.00 0.74 0.00 B8 3B 8.0 0.22 0.50 0.110 0.72 0.00 0.72 0.0200 0.0200 2.0 0.0833 4.1650 5.16 0.88 3.5192 0.1466 0.1490 6.38 1.25 1.00 0.72 0.00 B10 3B 14.0 0.53 0.80 0.424 2.76 0.00 2.76 0.0246 0.0200 2.0 0.0833 4.1650 8.24 0.66 3.5192 0.1466 0.1168 13.85 1.01 1.00 2.76 0.00 B31 3B 16.0 0.45 0.85 0.383 2.49 0.00 2.49 0.0412 0.0200 2.0 0.0833 4.1650 7.20 0.74 3.5192 0.1468 0.1285 14.62 1.09 1.00 2.49 0.00 B41 3B 12.0 0.36 0.85 0.306 1.99 0.00 1.99 0.0144 0.0200 2.0 0.0833 4.1650 8.06 0.67 3.5192 0.1466 0.1182 10.21 1.18 1.00 1.99 0.00 B51 3B 6.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0053 0.0200 2.0 0.0833 4.1650 7.01 0.74 3.5192 0.1466 0.1285 4.99 1.20 1.00 0.83 0.00 A61 3B 8.0 0.09 0.80 0.072 0.47 0.00 0.47 0.0415 0.0200 2.0 0.0833 4.1850 3.84 0.98 3.5192 0.1488 0.1808 6.35 1.28 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 r 'VI �i I Culvert Report Hybxflav Dlpreas Fxtensim fa Aumdesk®AutoOAD®Civi13D8 by Adadesk, Inc. I I I ® I I I I I B71 - B70 I I / Tu enell Nw 2202 Invert Elev Dn (ft) = 343.00 Calculations I II \ \ Pipe Length (ft) - 94.83 Qmin (cfs) = 50.00 / \ I Slope (%) = 1.76 Qmax (cfs) ei 100.00 Invert Elev Up (ft) = 344.67 Tailwater Elev (ft) _ (dc+D)/2 / ' I ® Rise (in) 30.0 Sha e = Circular I I I I I I I \ \ \ \ 0 I \ I� / \ I 0 I \ \ Span (in) = 30.0 Qtotalg(cfs) II I \ I I I \ 1 1 No Barrels = 2 Q f � I I 1111 I I � II i �� �\ 1 III III IIIII i/ \\ �/ I I I I I AIIIII\ vC O Vela Depth NA HGL Total Pipe Over on Up N Up on Up Hw Hw/D (c) (cfs) (e i) (ft) (We) (in) (in) (ft) (ft) (ft) 50.00 50.00 0.00 5.88 7.02 25.21 20.43 345.10 346.37 34T37 1.08 55.00 55.00 0.00 6.14 7.33 25.72 21.44 345.14 346.46 347.58 IIAG 60.00 6000 0.00 6.60 7.64 26.19 22.38 345.18 346.54 34T81 1.26 65.00 6500 0.00 7.06 7.95 26.64 23.27 345.22 346.61 30 7 1.36 70.00 70.00 0.00 7.51 8.28 27.05 24.09 345.25 346.68 34835 1.47 75.00 7500 0.00 7.97 8.0 27.42 24.84 345.29 346.74 3"A5 1.59 80.00 8000 0.00 8.43 899 27.76 25.53 345.31 346.80 348.97 ill 85.01 85.01 0.00 1a) 9.36 28.01 26.11 345.34 346.85 349.31 1.85 90.00 9000 0.00 9.37 975 28.35 2669 34536 34689 30A7 2.00 95.00 9500 Uri 965 10.16 28.58 27.17 34538 346.93 35005 2.15 10000 10000 000 10.33 10.% 28.79 27.58 345.40 346.97 35045 231 II " EXISTING STREAM \ �I�>> � CHARL S R HAUGH TMPIZ oTHANN O-oC-ol Ao _ a 2ygio ES I I I I I�I I lot\ ��IIII, I \ �'i333, Pb4/50 IPROPOSED PEDESTRIAN TUNNEL CROSSIN( 0 Y(H) x 3.o'(W) RC BOX CULVERT STM-66i EXISTING_ioo- EY AR FLOODPLAIN (TYPJ 40 - / � -w -_/STM-B3o r1 38T 380 � = -/ i � 35 35 LU rler-01111 - 40+00 - --errs-1- -�o-� STATE ROU I t b43 rvL _ x VAR. WIDTH, PROPOSED SPEED LIMIT=35TviPH PROPOSED DUAL 5'x5 RC BOX CULVERT rnRl - \ STM-B6o ®�I I I I 1 7' S pipe (c s) n-Value = 0.012 Qovertop (cfs) Culvert Type = Circular Concrete Veloc Dn (fUs) Culvert Entrance = Square edge w/headwall (C) Veloc Up (f 1s) Coeff. K,M,c,Y,k = 0.0098, 2, 0.039a, 0.67, 0.5 HGL Dn (ft) HGL Up (ft) Embankment Hw Elev (ft) . Top Elevation (ft) = 356.00 Hw/D (fl) Top Width (ft) = 40.00 Flow Regime Crest Width (ft) = 20.00 cwM = 50.00 = 50.00 = 0.00 = 5.68 = 7.02 = 345.10 = 346.37 = 347.37 = 1.08 = Inlet Control m oeomlm MMM W' ,�nnn, MI Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 irl for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � n r in d in N m r T in a n a ry 6 r c O O 3 V w 0 1z -O U io O C D _ m m m m 0 U r o 0 3 o a n r m a J H o C 2 c o « N N N = m U _m N in L a Q S 2 coi cl g m Ol (n C t N a > Q - U Q n U O O 0 DO X fn rn rn H d a E 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 conbined flow 0.7 0.09 0.194 4.45 Max. allowable spread=10' left 0.06 0.60 0.036 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1650 5.96 right 0.19 0.60 0.114 0.74 0.00 0.74 0,0010 0.0200 2.0 0.0833 4.1650 9.18 B9 3C 8.0 combined flow 1.0 0.11 0.240 5.51 Max. allowable spread=8' gutter longitudinal slope of 0.001 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 storm will suffice for the 10yr conveyance to the facilities Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n _ 4= � 10 � U d d m d :, rn n ne m te d r a m o r t ce O n O ry O. OI N OQ` N p ?� " O) N N `3 O W O C B_ 01 m 0 % �• `0 3 `v w V 4ni rn a E E 0 1- o C m O ° c YO N W x rn a "O N = 0 n E c16i g _cm O _y e o L in X a > - d U U 6 O CT N« N 3 3 rn 3 rn II v a 2 left 0.06 0.68 0.041 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0833 4.1650 5.20 r' ht g 0.to 0.68 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0833 4.1650 6.30 B5 3C 8.0 conbined flow 0.4 0.06 0.140 3.22 Max. allowable spread=10' left 0.06 0.60 0.036 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.97 right 0.19 0.60 0,114 0.46 0.00 OAS 0.0010 0.0200 2.0 0.0200 1.0000 7.65 B9 3C 8.0 conbined flow 0.6 0.08 0.174 3.98 Max. allowable spread=10' * utter longitudinal sloe of 0.001 should be used in a sum condition 9 9 P P - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities Design Storm Year = 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE 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 B9 0.25 0.60 0.15 0.15 6.00 6.35 1.0 B8 348.50 348.00 39.97 0.0125 15 7.2 4.0 9.9 B8 0.22 0.50 0.11 0.26 6.17 6.30 1.6 B7 345.00 344.43 64.89 0.0088 15 6.1 4.2 15.6 B7 0.14 0.81 0.11 0.80 6.43 6.23 5.0 B6 344.33 343.10 111.23 0.0111 15 6.8 6.0 18.4 B6 0.20 0.69 0.14 0.94 6.73 6.14 5.7 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 6.83 6.11 7.7 B3 342.17 341.42 48.31 0.0155 15 8.0 7.5 6.5 B3 0.00 0.90 0.00 1.26 6.94 6.08 7.7 B2 338.33 337.52 21.45 0.0378 15 12.6 10.7 2.0 B2 0.00 0.90 0.00 1.26 6.97 6.07 7.7 BI 337.42 336.50 41.26 0.0223 15 9.6 8.7 4.7 B4 0.29 0.76 0.22 0.22 6.00 6.35 1.4 B5 342.58 342.27 13.20 0.0235 15 9.9 5.7 2.3 BIO 0.53 0.80 0.42 0.42 6.00 6.35 2.7 B7 349.33 346.58 119.60 0.0230 15 9.8 6.7 17.8 11. -CIre4,0.XM -XEL -EmWA w n ,m „c ,m ,w ,m em I \� I�� \ \ \ \0 \ DRAINAGE DIVIDE (TYP. 1 � �'t / \ STM-Bi EXISTING STREAM) \\\ \ \\ CROCKETP RP�kATIQI�\\ - TMP046 o-�0 oa8Co 11 \ \\ 79 o E GRAPHIC LE DB - - RA HIC SCALE 241 z - \ I1ll� - - a - - s - p - \ ---- _ � v t IN PEST 1 inch - 50 ft. nw,10 I \ / / /.. 6� HIV r' EXISTING STREAM E oJ' ���• `4+� \ I I I I I I 1 I V �� � /� � PROPERTY LINE I I I I I �,®® � ����.....'. ®.' '• " I I I III STM 71I lvi TM-B _43+oo `/ I 44+00 5 �5 Desien Year: 10 Proiect Polo Grounds Road - Phase 11 Job #: 182150 I 1 Prenamd bv: AML PE INLET' STATION OUTLET WATER SURFACEELEV Li, Do On ZW St, HE JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV V. Ho QIN Vm Qi*Vi V� /2g Hi ANGLE Ho H1 1.3H1 .51+ 347.58 119.60 15 2.69 0.002 0.21 2.2 0.0 B10 0.00 DI-3B 0 0.02 NA N/A 0.23 347.81 354.50 343.62 13.20 15 1.40 0.000 0.01 1.1 0.0 B4 0.00 0 0 0.01 NA N/A 0.01 343.64 348.67 337.50 41.26 15 7.73 0.014 0.59 6.3 0.2 B2 7.7 6.3 48.7 0.6 0.22 68 0.33896 0.71 N/A N/A 1.30 338.80 342.50 338.80 21.45 15 7.73 0.014 0.31 6.3 0.2 B3 7.7 6.3 48.7 0.6 0.22 12 0 0.37 N/A N/A 0.68 339.48 348.17 342.42 48.31 15 7.73 0.014 0.69 6.3 0.2 BS 5.7 4.7 26.89 0.3 0.12 90 0.23821 0.51 NA N/A 1.20 343.62 348.50 343.62 43.53 15 5.74 0.008 0.34 4.7 0.1 B6 5.0 4.0 20.1 0.3 0.09 4 0 0.17 NA N/A 0.52 344.14 348.92 344.14 111.23 15 4.97 0.006 0.66 4.0 0.1 B7 2.7 6.7 18.12 0.7 0.25 36 0.1969 0.51 NA N/A 1.16 34531 35192 345.43 64.89 15 1.64 0.001 0.04 1.3 0.0 B8 LO 0.8 0.739 0.0 0.00 50 0.0044 0.01 NA N/A 0.06 345.49 353.75 349.00 39.97 15 0.95 0.000 0.01 0.8 0.0 B9 0.00 0 0 0.00 NA N/A 0.01 349.01 353.67 349.00 71.36 15 2.43 0.001 0.10 2.0 0.0 B31 0.00 0 0 0.02 NA N/A 0.12 349.12 355.75 _ �ourE 6 __ \ - �- \WIDTH= 43 POLO GROUNDS ROgp� 45+00 -- - - -- '- D' 5 SPEED D B ED LIMIT=4$ MPH R \ 482 P. 263 -� --MQNTGOMERY RIDG-OWNERSASSOCIATIQN INCH 46+0p' 6 A\VAA--7MPoq oo-cQooAo\� VA \�4,io ACRES \ \ �VAATEROUT 48+\ \\ \\ \\\\ \\ s R H'IDTF( PRO 7 POLO G DO \ \ a \\ \\\ \ /w `� �I\Po-,"SPEED\ l \ \ \ \ p4 \\ \� ` o /O NOS /j \ \ \ \ \ \ STM-670 I 1 \ 4\\ \ L/M T,35 MpOH\ 0 I I \ Structure Area CW t6 (Acres) (Min) B4 0.29 0.76 6.0 B5 0.16 0.68 5.0 B6 0.20 0.69 5.0 B7 0.14 0.81 5.0 B8 0.22 0.50 6.0 B9 0.25 0.60 6.0 B10 0.53 0.80 6.0 B31 0.45 0.85 6.0 s 0 \ \ \\ XISTING STREAM I \ ✓ s \ \ \ \yyILLIAM AWELL-L% TMP oGS�O-oo 0o-o23Ao VA A V A \ 4.79A ES \\ \ \ \ \ L \ \ \ \ EXISTING io NEAR FLOODPLAIN (TYP.��®o \ `s \ �34771\ o\ \ \ \ \\ \ \ 1 o 0 oA / ' STAT\ llCly Wjp�N %isnE643P - SCOTT/R. 0!rLL NSZ, Lic. No. 035791,E p 11/2/21�`� &IINAL E�Gl Z O E En co Z O o Z J Q O 4 F z > W W Ce r4r4 IlJ N N N 0 a ti J co M z M Q N Q O O w N = z o _ -j r� J 1 Q A > Q U Q F- � O Ur /� V / 016 OV � � a z � U D r DC �wr't V � L7 z w O c< O a Z w �W 1 M I..L r_ U) J � w w O J Q � LU OO N U (n w F 0 Lu � a JOB NO. 182150 SCALE 1 "=50' SHEET NO. 16 GENERAL NOTES:{ mT� O�� 1. DESIGN IS IN SECTION .03 AASHiO LRFD, BM EDITION. AND VDOT,111 SPECIFICATION SECTION 302103 2. LIVE LOAD HL-93 WITH 10' - 15 EARTH FILL O !� 3. MINIMUM CONCRETE STRENGTH, FO SO AS Mi O 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO PSTG A615, GRADE 60. 16'-O" 12'-0" 16,-0, CE1-TF TOP FACE �A ` 5. BOX CULVERT MATERIALS AND MANUFACTURING SHALL CONFORM TO C100 BOTTOM FACE ASTM 01ION PRECAST HEADWALL SCOTT R. LLINS�I 6. INSTALLATION PROGRESS S THE CULVERT N START AT THE OUTLET END (BC-1) S. 3' Cl-OF OUTSIDE FACE O �--I AND PROGRESS TO THE INLET END (BC-3). INSTALLATION SHALL Cl-IF INSIDE FACE r l CONFORM TO ASTM C1ED CONCRETE 'STANDARD PRACTICE FOR THE INSTALLATION EL 3Q.42 EL 34].42 � \J L1C. NO. OS�J%91 OF PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS' J. STRUCTURES SHALL ONLY BE HANDLED USING THE LIFTING DEVICES A ��/�/�� �I- SHOWN ON THE SHOP DRAWINGS. FIEET ANGLE FOR UFTING SHALL BE NO LESS THAN 60' AND ALL LIFTING PROCEDURES SHALL CONFORM TO O OSHA REGULATIONS. lDO am" Z 8. ALL EXPOSED EDGES SHALL HAVE A 1" CHAMFER SSIONAL EtyG w 4 1j" COV Al LJ "I w 0/S FACE, w ttP j2 o W O N oT Z UV J J O 5.. TYP U 3•_011 6'-0"TT 0 H 2' MAX Z C 3" DIA-10NC DAYTON FERRULE INSERTS O 12" MAX FOR CIP CUT-OFF WALL A400 z REINFORCING ELEVATION C200 INSIDE FACE SIDE VIEW AS -CAST O C1-OF OUTSIDE FACE 0 U INLET END ELEVATION REINFORCING SECTION N c REINFORCING CLEAR COVER = 13' ttP UNO U) DESIGN Z MARK SIZE SPC TYPE v W A100 /5 12- S79 a A200 /5 12- STR Z f2i E N A300 85 12- STR O J L) Aa00 d5 12- SIR a Q Q a xy9ALTHOF FALTHO Al ds 12 'U' yFALTH OP [z 0 Job WINCHESTHR PRECAST WINCHESTER PRECAST B1 ds 10. smR aOT' WINC s�A PRECAST d' CJ Y O wma,mrt0.I�ND PAD O wma,art0. K d4 12' STR d' O '�mi,.mi waoo Ln ca a L STUVR MVlO GORCA mmu> wovofn SIVART MV10 GONU mmu> wovopn CIDO d4 12' SIR SRll,RT DAVID DOM z.�nu "'�rsnw � W Z of tic Nw052D5 en s'1�T Uc No-052136 Bzi o L06ANGN C200 da 12' STR Uc NwU53U5 w oms 4X p F 3 6/ze/u C. ENwrre 5 GROUNDS a/zs/zz Caxca E ameeK Srnnn«rs,uc ul Cl-TT 8a 12. ym+ 9/z4/21 e, Conn E S s. - r O Z J O O o ALBEMARLE COUNTY, VA q0� 0�x,� µ� ALBEMARLE COUNTY, VA ct-IF 84 12" sm �O fo ° � w,IDm� m ALBEMARLE COUNTY, VA Q a_ U ONAL a r4n1/z1 e _ aSfONAI� v"- '�snt/zt e NALGO asnt/:1 e _ �i Ul . J 3 a-9F 8a 1z' s1R W Z Q s u W W o CO Yn w REINFORCING `J Q W o LOG 1 RR DESIGN I LU LOG 2 F.F. ® MARK SIZE SPC TYPE U 1 1 ,y I Lnc 1 d5 9' SIR '1 UD 2 d4 12' sm W m La 3 d4 12- sm W c o-) O -}- L.p LOC 4 d5 9' SIR W 6 LOG 1 LCC 5 14 12- STR \ pIA-1 OW DAWON 1 0 /O LOG 2 VERT R.F. LW 6 64 12- SIR .`O `6, LOG 9 LCC T d5 9- 'C C FERRULE INSERTS ® 12" IFS 0 \ / 1" cW 1}2" COV LOc a g4 1z' 'L' O La a d4 sTa p, 4 w a ti J s, WW-4 WW-3 9 � C O •6• 45 LOG J R.F. \ / U LOG 8 F.F. LOC J R.F. W .-i N N � ALP LUA6W 1 N n UTILITY ANCHORS, LOG 8 F.F. iLL Ep 11„ Q N N W 6 q LOG 4 T.F. C4OV `s. TYP. -j 5 -I ] 15 DOWEL IN THREAD a, p .6 THREAD x 12"V O 6�HO 12'oc 4'0 WEEP, TYP .� k CW E LOC 4 T.F. LOG 5 B.F. OUTLET END PLAN LOG 5 B.F. o LOG 6 TOP A: BOTTOM c REINFORCING ELEV REINFORCING SECTION tn VJ Q O � J O�ygAL.THOF WINCHESTER PRECAST o34sgy,LTH OF WINCHESTER PRECAST M AllO . wr-m O .N re'is,mwA wh/, rtn �MJ STWRt MVID WRYA mmurr wov® _ SLMRt INVID GOFCA mmncm rxov®r- co Q > Tic N4.052135 lir. NwOSLUS"MN-0 V I 0) RA e/zb/u o CoAxR E anveeR S •*: oo R.F e/ze/u CmacxalsENommmlmvS s xOLO x4 GRO O '9o�s O�°� �� ALBEMARLE COUNY, VA '%PO�ss o��4'wALBEMARLE COUNY, VA5. MQNQ1yAl BOX QUIVIRT N /� O IONAl1� r4nVz1 a fONAI� msnV:11-5-10�F \` EL M O p[ 0 O O Lu fi-'E fi-'9 (19) BC-2 Z" Jf. ttP 5'-9 d r L T N O N (n ________ ________ 10-6 12'-0" 10-6 N G`' o BC -3 BC 21 BC -2 BC-1 Q 3' PRECAST HEADWALL 3" ' ______ ______ ___ ______ _____ EL 338,33 EL L 338.33 O -- ------ -- --- ------ ----- W i = o r-6• "n ttP 4 O ------- - ----- -- BG-1 Q J c EL 334.33 EL 334.33 / /� ALP LM66G "I eiFa WW-4 ei s;�a WW-3 c(ka U) O < V-6" UTILITY ANCHORS. O IF TYR PRECAST HEADWALLS 4"0 WEEP O' TYP. •1 HOLE, TYP .I Z H C PARTIAL PLAN VIEW Lu ND ce a 0 � -I El INV 329.83 � U ------- ------ -- --- - - - - - - - - - - - - 5"ttP ® O U i------ ------ -- --- ------ ------ 8'-0' 2'-3" 2'-3" 6'-0" s �/ N 3 I I I I LL Li .1 BC-3 BC -2 i BC-2 BC-1 FLOW E Q z W c )" DIP-10NC MYTON FERRULE INSERTS 0 12" MAX FOR CIP CUT-OFF WALL TT ®INV 338.25 ______ ______ I __ ___ ______ ______ 1 > ------- ------ -- --- ------ ------ INV 329.83 ® OUTLET END ELEVATION ! , O J TRIM BARS ALONG SLOPE, LOG 1, LOG 2. & LOG 3 TRIM BARS ALONG SLOPE. LOG 1. LOG 2, & LOG 3 TRIM BARS ALONG SLOPE, LOG 1, LOG 2. & LOC 3 v -O PARTIAL ELEVATION VIEW O SLOPE = 6.10% �, ' , ^� v O IREC ON V O �y.I.TXOF yFALTH OP VIFALTNOF X O� 77w�;CHESTER PRECAST OT' WINCHESTER PRECAST O� WINCE�STEA PRECAST n �� 11 NI G Lu STMRt MVID GORGh yz�.s.z wovofn 6TUARt MVID OORKA sreou.,s,r wRropn SfUART MV8) GONtA ymnun.arcu�nwcvoffner. >� Tic N4.052135 POLO c" IIc Nw052115 xo oLO G Tic No.052135 w xxEwlcs e/zb/u a C. EnolNe AMS L GROUNDS s/z4/zz y. CoAtiR E SrnnR«rs,uE L GROUNDS a/z4/ss Col�areENOINnW�INoS s.I,c -GROUNDSI..LI E 'q a ALBEMARLE COUNTY, VA .�y� ALBEMARLE COUNTY, VA '9 ^' m ALBEMARLE COUNTY. VA CULVERT O O�WTIONALEYIO .,..`�." m ,.MDNQIXIN RUNG e _ O`•NfONALiHO ....,,"..® ..e ,.e/2,/s aQUlVFU 0�4SyONAt£Y10 „w��� n� .i.sn1/z1 e - CZ /�1 V/ O Z Z W z W 1" CHAMFER, ttP LLI L�WI/. M Z Z I I I I V LLI III l)J Z 1' 0' IND 1'I DA-10NC MYTON FERRULE INSERTS 2'-0" O Lu I J 1.1 1 U O As. 8" 5 -0 0 5 O" B. 6 / \ III o 1 _o. 'LN'L�! ^ .� ALP LUM66C UTILM J � / \ ANCHORS, TYP d O / O WW 2 \ "i I ,I ° d4 THREADED DOWEL -IN O- O WW 1 W' ' nm NR VERT.O 1Yoc 3- O y' `O, - ALP LUM R C IIII 1" > UTILITY ANCHORS, G O R d 1 1 1 \ 45 4g / TYP IN TOPSLAB6'-0" z o �V VARIES Q U 1" COIL INSERT ALP "I n O O) CI6J1412P, TYP. 1j' x 31" KEYWAY n iO k' MOUNTING Y 1'-0" RECESS 3° DA-10NC MttON FERRULE 1" CLOSED CELL ], NEOPRENE N 4"0 WEEP, TYP d m INSERTS O 12"oc GASKET TYP INSIDE FACE ALP L ANCHORS, d "N o PRECAST HEADWALL DETAIL .~. o ' ALP Y ANC ,JOINT DETAIL J ,� "I . A b H W_ E O W U ALP LUM66C UTILITY TYPICAL SECTION a N ANCHORS, (2) ttP WINGWALL SECTION o IN BASE SLAB FOR CIP CUT -OF -WALL DEMOLDING JOB NO. N 182150 INLET END PLAN w �pALTHOP ySM.TNOF gFAJ•TNOF SCALE O O� WINCHESTER PRECAST OTC WINCHESTER PRECAST o� WINCHESTER PRECAST -O O /� p .. a , TE O w NONE ° SIUART LNVID CORKA STWRi MVID GORCA STWRT WV83 GOR5A O 4c Nw0SEHSc'Y �O� Uc N4.052135 meruiix wovopnen Tic N4. 052135 srmn�m wcr® r C a/z4/n y. C. EN S e.:DS ROAD B/24/21 CmW.a E oRreeR ScAu. UUM smwx a/z4/i1 C...ENN.NN.S �s.I.cc N� o ALBEMARLE COUNTY, VA 'q Wt µ� _ ALBEMARLE COUNTY, VA '9 R`.2� _ ALBEMARLE COUNTY, VA SHEET /NI O. a ^A�f NALiWOVFRT ®e _ 'X%IONALEYZO� ,.sn1/z1 ApX a yONALEYZOI� '^"®m .i.sn1/:1 1 7/"1 O 0 L H TABLE OF UNITS MARK OTY DESCRIPTOR VOLUME WEIGHT ICY) (TONS) BC-1 1 OUTLET END SECTION J.9B 16.16 BC-2 21 STANDARD SECT ].03 14.24 BC-3 1 INLET END SECTION 8.6fi 1].54 WW-1 1 WINGWALLS NW 9.31 18.85 WW-2 1 WINGWALLS SW 9.61 19.46 WW-3 1 WINGWALLS NE fi.3] 1290 W1V-4 WINGWALLS SE 6.3J 12 90 Al BL-1 ANO BL-3 INCLUDE HEADWALL WEIGHTS DRAWING SCHEDULE sneRe Number snaNe rue 1 COVER SHEET 2 OVERALL PLAN AND ELEV 3 PU1N AND ELEVATION 4 INLET END PLAIN 5 INLET END ELEVATON 6 OUTLET ENO PLAN J OUTLET END ELEVATION 8 ttPICP1 SECTION 9 REINFORCING DUALS 10 WING WAIL REINFORCING 11 REINFORCING SCHEDULES 12 MISC DETAILS 138'-0" (INCLUDING Q" JOINTS) 7� =FL CULVERT -- I I I I I I I I I I I I I I I I I I I I CULVERT PLAN FLOW m�l-- I - I - I - I - I - I - I - CULVERT ELEVATION OF INSTAUATIO OF WINCEINSMTE�PRECAST aO�a�LTM .,�K1m mworo� srluRr wvm conKA 3u.Nw052D5 a/z4/u �,,,A„y ^N Conte EN S oaN n ILA ALBEMARLE COUNTY, VA �,A..®,",� fONAl�O m Ms/z,/z1 rw ml N BC-3 c(ja WW-1 ci sib WW-2 e(}a 4"0 WEEP EL 34t.J5 EL 340J5 HOLE, TYP Q n� < My 336.25 ------------ � B1 1�" COV I/S FACE, ttP A100 B3 A200 REINFORCING SCHEDULE BC-3 MARK OTY SIZE SPC TYPE LENGTH H V A100 6 d5 12" STR 11'-6" A200 8 {)5 12' STR 11'-8' A300 6 d5 12' STR 11'-fi' A600 6 d5 12' STR 11'-6' At 12 �5 12' 'U' ID'-3' 1'-11" 8'-5" B1 tfi �4 10' STR 5'-8' B3 12 d4 12" STR 6'-0" C100 11 d4 12' STR 8'-1" C200 11 p4 12' STR 8'-1" C1-TF 11 �d 12' STR 5'-9" Cl -IF 34 da 12" STR 6'-1" Ct-DF 23 db 12' STR REINFORCING SCHEDULE - WW-1 MARK OTY SIZE SPC TYPE H V LOG 1 21 d5 9" STR LOC 2 16 d412" STR LOC 3 16 d4t2" STR LOC 4 21 d59" 'L" LOC 5 16 &4 12" STR E LOC 6 14 d412" STR LOC ] 21 d59"-0" 3'-5"LOC a t8 d412" °L" 1'-0' 3'-0'LOC 9 2db- REINFORCING SCHEDULE BC-2 MARK Ott SIZE SPC TYPE LENGTH H V A100 6 d5 12" STR 11'-6" A200 6 �5 12' STR 11'-6" A300 6 d5 12' STR 11'-6" A600 6 d5 12" STR tl'-6° Al 12 �5 t2' 'U' 10'-3" t'-11" 8'-5' B1 16 �4 10' STR 5'-6° B3 12 db 12" STR 6'-0" C100 11 d4 12" STR 5'-9" C200 11 g4 12" STR 5'-9' Cl-TF 11 g4 12' STR Cl-IF 34 d4 12" STR Cl-OF 23 d4 12" STR 5'-9' REINFORCING SCHEDULE - WW-2 MARK QTY SIZE SPC TYPE LENGTH H V LOG 1 21 d5 9" STR B'-4° LOG 2 16 d4 12' STR 8'-4° LOG 3 16 d4 12' STR t5'-8' LOG 4 21 ds 9' °C fi'-B" LOG 5 16 (J4 12' STR 6'-8° LOG s u da lz° srR 1s'-B' LOG ] 21 ds 9" 'C 4'-5' 1'-0' 3'-5" LOG B t6 d4 12" "L" 4'-0" 1'-0' LOG 9 2 db II II _ o LL m a a QoQ Q I I I I I I I I I I I I REINFORCING SCHEDULE BC-1 MARK OlY SIZE SPC TYPE LENGTH H V A100 6 d5 12" STR 11'-6" P2W B (j5 12" STR 11'-6" PS00 fi d5 12" STR 11'-fi" A400 6 d5 12" STR 11'-6" Al 12 �5 t2" 'U' t0'-3" 1'-11" 6'-5" 81 14 n4 10" STR 5'-8" B3 12 d4 12" STR fi'-0" C100 11 d4 12" STR 5'-J" C200 11 p4 12" STR 5'-3" C1-TF 11 k4 12" STR 5'-)" C1-IF 34 d4 12" STR 5'-3" Cl-OF 23 d4 12" STR 5'-]" REINFORCING SCHEDULE - WW-3&4 MARK QTf SIZE SPC TYPE LENGTH H V LOG 1 14 y5 9' STR J'-B" LOG 2 10 d4 12" STR J'-8" LOG 3 14 d4 12" STR t0'-2" LOG 4 14 d5 9' "L" S-6° LOG 5 10 (�4 12" STR B'-8" LOG fi 14 d4 12" SIR 10'-2" LOG ] 14 d5 9" "L" 4'-5" 1' 0' 3' S" LOG 8 t0 d4 12" "l" 4'-0" 1'-0' 3'-0' LOG 9 2 �4 - STR 10-10' GENERAL NOTES'. 1. DESIGN IS IN ACCORDANCE WITH AASHTO LRFq END EDITION. AND VOOT SPECIFICATION SECTION 302.03 2, LIVE LOAD = HL-93 WITH 2.]5' EARTH FILL 3. MINIMUM CONCRETE STRENGTH, Pc - 5000psi 0 28 DAYS, 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 50. 5. BOX CULVERT MATERIALS AND MANUFACTURING SHALL CONFORM TO ASTM C1572. 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' ]. STRUCTURES SHALL ONLY BE HANDLED USING THE LIFTING DEVICES SHOWN ON THE SHOP DRAWINGS. FLEET ANGLE FOR LIKING SHALL BE NO LESS THAN W AND ALL UFTING PROCEDURES SHALL CONFORM TO OSHA REGUTATIONS. 6, ALL EXPOSED EDGES SHALL HAVE A 1" CHAMFER TABLE OF UNITS MARK OTY DESCRIPTION VOLUME WEIGHT (CY) (TONS) BC-1 1 OUTLET END SECTION 6.85 13.87 BC-2 17 STANDARD SECT 6.3B 12.72 BC-3 1 INLET END SECTION 7.05 14.34 WW-1 1 WINGWALLS NW 10.47 21,20 WW-2 1 WINGWALLS SW 10.47 21.20 WW-3 1 WINDMILLS BE 10,47 21,20 WW-4 1 WINGWALLS SE 10.47 21.20 BC-1 & BC-3 WEIGHTS INCLUDE HEADWALL DRAWING SCHEDULE Sheet Number sheet THIe 1 COVER SHEET 2 OVERALL PLAN 3 PIAN AND ELEVATION VIEWS 4 INLET END PLAN 5 INLET END ELEVATION 6 OUTET END PLAN ] OUTLET END ELEVATION 8 TYPICAL SECTION 9 REINFORCING DETAILS 10 WING WALL REINFORCING 11 REINFORCING SCHEDULES 12 MISC DETAILS 112'-11,j' (INCLUDING }" JOINTS) A __ ® 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--- I -_-I I ---I @CULVERT ---I ---L---L---L-- I I--- I--- I--- I--- I--- CULVERT PLAN A 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 I I I I I I I I I I FLOW CULVERT ELEVATION pmECTIDry OF INSTALIATIO yp/U.TN Op xmer: y0� WA1CFBiS�TBR PRECAST d" � Ovmom vev�m �m�mv mulloxls srllver wvm DoucA Dc No.052135 924/2] ^'e""c^°^'Ameeuxcrwrviosu e.. per, CON DAENOM88RLYDSOLDTWNB.LLt EVE ALBEMARLE COUNTY, VA �S'TIONA, m De 5'-11j" 5'-114' ttP. (14) W-2 " JT ttP. I I ttP PRECAST HEADWALLS PARTIAL PLAN VIEW ttP. ALP LUA66G UTILITY ANCHORS, TYP. FLOW NV 33].42 SLOPE = 2.4tR a0TY� �p WAICHESTLRPRECAST DIRECTION d" ® �,f"=•�� srllver wvm GO ..A N�wT. �»�e,. Dc No.052135 Eu'^Tm'^r^' 6/Z4/21 Cm1c88Ta ENODu�1xDSmunars LLc �O�S � n.r In, AMBi �RLE COUNTY,µVA SIONAL INLET END ELEVATION PRECAST HEADWALL I EL 346 581 EL 3 46.58 RG-1 0 �wNO WW-4 0 r92 -0fi'-0' EL 339.92 ''" 3'-0'----- - ------ INV 33].42 --mil------------ - - - - - - - - - 4"0 WEEP, ttP OUTLET ELEVATION LE! END END ELEVATION ELEVATION �T/U.TH pp = WA1CFBi5.TER PRECAST STUART MVe)OORG1 Uc Na 052135 '"g NO1�"1°°O B1' IN, uexTKa 8/2a/21 Cm1c88r8ENovu�wD Srnmlaa,uc c ALBEMARLE LE COUNTY. VA ®:D..r �9YI O 1" CHAMFER, TYP ALP LUGA66G UTILITY ANCHORS, (4) TIP IN TOP SIRS IYPA ALP G UIILTIY ANCHORS, ORS, TVP DO Uz ,I I AD 1" COIL INSERT ALP C1631412P, ttP. - 6'-0" ALP Luca66G UTILITY TYPICAL CULVERT ANCHORS, (2) ttP SECTION IN BASE SUB FOR TYPICAL WINGWALL REMOLDING SECTION aM Tx pp apex WMACHESTER SRIART DAVID GORKA BE 05L35 SE ON 2NCE�n S'PO Y ALBEMARLE COUNTY, VA OR`pSYONAl�O Ne XA1/xt t..e A C1-TF TOP FACE C100 BOTTOM FACE 3'-5' ttP A p300 Ct-OF OUTSIDE FACE C1-IF INSIDE FACE A100 LAW Y B1 A wAl LL 0G d _ o Oz 0 -U A20D 2• MAX REINFORCING ELEVATION AaoD SIDE VIEW AS -CAST C200 INSIDE FACE Cl-OF OUTSIDE FACE REINFORCING REINFORCING SECTION DESIGN MaRK SIZE SPc TYPE CLEAR COVER 14• TYP UNO Al BC X6 6' SIR A200 X5 8' sIR NDo d4 12' SIR MOD /4 tY SIR NWV'Tx Op O� WINCHESTERPRECAST 01 #4 12' SIR J' _ O �.ac�mxq z4/x1 ZEN C100 #4 tY SIR v �H � STUART BAR GORCA sre�unexcmeeuxcrwlviwne.- C200 /4 tz' SIR Uc Nn05L35 iw oeuls ct-TF H tz• SIR 8/24/21 CoNCR6T6 ENOM8RPLYD SoLvnars. LLc Ct-IF �4 II' SIR � ALBEMARLE COUNTY, VA C1 <`F. /4 12' SIR O�`eSTONAI�O 1°f'„ - °ems/ _E e IINNFI I I I I I I I I I I I I - o m a I I I I I I I I I I I I I I I I < REINFORCING LOC 1 RF. DESIGN MARK SIZE SPC TYPE LOG 1 /5 9' SFR Loc 2 A4 14° Sm LCC 3 /4 12° STIR ® LOC 4 #5 8' STIR UM 5 A4 12' STR Lac 8 A4 1z' sm Lac ➢ 15 e' 'C Lac 8 A4 12' 'L' oc 8 p4 Sm LOC 2 LOC 1 VERT F.F. VERT R.F. O LOG 8 F.F. LOC 4 T.F. LOC s B.F. REINFORCING ELEV LOC 6 Top & 8070M WW-1 SHOWN OTHERS SIMILAR REINFORCING SECTION CLEAR COVER = 11' ttP UNO y ATR pp ao� � WA1CFBiS�TI�PRECAST NSIGNertn wullTxns SfIURT MVO) OOBYA Ue N0,052135 ^�^c^ meeuxerwrvmsn e.. WINDL REINAMCiln 8/24/21 CoN DAENo1Re5Rvua SOLlmars. LLc ALBEMARLE COUNTY, VA O�'�'(ONALILNO �e/v/m LOC 2 F.F. � LOC 9 LOC J R.F. sLL LOC B F.F. _ 11 g •i 3 LOG a T.F. Loc s B.F. REINFORCING SCHEDULE BC-3 MARK Ott SIZE SPC TYPE LENGTH H V A100 12 $6 6" STIR ll'-O° A200 12 $6 6" STIR 11'-0' A300 6 $4 1Y STIR 11'-0° A400 6 $4 12" STIR 11'-0' Al 12 $5 12' 'U' 15'-3' 3'-5" 8'-5' 81 12 $4 12" STIR 7'-6" C100 11 $4 12" STIR 8'-1• czoo 11 $a tz' STIR 6'-1' Cl-TF 11 $4 1Y STIR 5'-9" Ct-IF i6 $4 12" STIR 6'-1• Cl-OF 27 $4 12' STIR 5'-9" REINFORCING SCHEDULE WW-1,2,3&4 MARK Ott SIZE SPC TYPE LENGTH H V LOC 1 24 $5 9' SIR 8'-4- LOG 2 18 $4 12' STIR B'-4' LOC 3 16 $4 iZ" STIR 17'-8" LOC 4 24 $5 9" STIR 6'-B" LOC 5 18 $4 12' STIR 6'-8" LOC fi 14 $4 12' SIR 17'-8" LOC ] 24 $5 9' 'C 4'-5 1'-0' 3'-5" LOC 8 18 $a 12' 'L' 4'-1' 1'-0' 3'-0" LOC 9 2 $4 - STIR 18'-11" TRIM BARS ALONG SLOPE, LOC 1, LOC 2, & LOC 3 REINFORCING SCHEDULE BC-2 MARK Ott SIZE SPC A100t2$66•STIRA20012$66'STIRA3006$412'STIRA4008$412•STIRAl12$512''U'3'-5'8'-5' L7--6- 8112$412'STIR11$412•STIRC20011$412'STIRC1-TF11$412'STIR C100 Cl-IF 16 $4 12• STIR 5'-9' C1-DF 27 $4 12' STIR 5'-9' REINFORCING SCHEDULE BC-1 -NO 11 H$66"STIR11'-D"$86'STIR11'-D' $412°STIR11'-0' $412'STIR11'-0' J $512''U'15'-3'3'-5'B'-5° $412°STIR]'-6'$412°STIR5'-2' $a 1z° srR s'-z' $4 12° STIR 5'-6' C1-IF 16 $4 12° STIR 5'-2- - 2] $4 12' STIR 5'-8' (2) $4BAR5 � 6" $4 THREADED DOWEL -IN VERT. ® 12"o0 (° MOUNTING RECESS DIA-10NC OAITON FERRULE INSERTS ® 12'o0 PRECAST DETAIL 'HEADWALL 1' CLOSED CELL Z" NEOPRENE GASKET, VARIES Ns10E FACE JOINT DETAIL yTALTH pp WAICI65TI�PRECAST apd DOE.—mrz xxvisiox STUART DAVm GORITA W No.052135 CoNCRBte BNO1NRRPLYD SoLImoKs.l,Lc " Ms 8/24/2] ALBEMARLE COUNTY, VA SCOTT/R. CD'LLINSz Lic. No. 035791,a 11/2/21 o�slT)AreT. E�C'l�' GO Z Z O d � Z O _ Q e C O H Z u w � `u D W cLU L 0LED Q � N N r-I \ UlZD 0 �n z � N ti J M � - c /M/�5�� Q V J 0) N Q N 0 0 1 � r Q W o O N Q ° r■ � ■ 1 1 LLI < � d w I J � J Q s J Q m � Q w o W � Q o J O U Q Z 1 a3 U U Z y C1/ � I � \ N W O O v / c w o //��/� J Q E V J � /�/� 0 LL (� Z Z w I W W W M Z �-F z Vim\ W z J � LLJ O J w � J LUN- O a1 LL_ O O V > o W J O � U X N Q °' y N W O J O r C W � E O w U dN �On JOB NO. � 182150 0 U1 SCALE ° NONE ° h C ° SHEET NO. n 178 375 POLO GROUNDS ROAD - STA. 24+75 CROSS-SECTION 375 � 370 0 m w a w w v a w w 370 365 - 365 M m m 67 Ol 00 W 00 W tD W D 11 lD 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+00 CROSS-SECTION 375 369.65 EP O w v w 6 8 TC 00 370 3 9'9 0%SLOPE 2%SLOPE ' 370 - - - - J 365 365 36o w 36o O Cl O Vl 0 l0 lD V1 N 0 m lM co M m m o m m 0 M m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 375 POLO GROUNDS ROAD - STA. 25+25 CROSS-SECTION 375 370.69 EP v a_ 370 371.02TC m Iwo%SLOPE v z_5%SLOPE 370 -w 365- - - - - - - - - - � 365 36o 36o M O CO 0) O N I., M 'D M ^ M l0 iD rj O C) O O 16 -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 37 .00 o.5%SLOPE 370 -z.5%SLOPE - 370 a (L \ 365 �/ m w w J u w \ w \� 365 -- - - - - 36o 36o ire N S ri N O 00 co 'J ✓1 Lll r4 �T ri rl r� rl 'i l0 -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 o '�, 37z.goEP 37 - - - 373.23TC 1%SLOPE --- m w 4%SLOPE ----- --� 0 \ 37 365 w w 365 L!) Cl rl O N rl 00 00 M lD m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 38o POLO GROUNDS ROAD - STA. 26+oo CROSS-SECTION 38o 37416 EP O a w 375 - - - 374 49 TC m w X w J v a w x w 375 \ 370 \ - - - 370 '.o N O ip N o m o ,^ m m n M � m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 38o POLO GROUNDS ROAD - STA. 26+25 CROSS-SECTION 38o 3753o EP 375 - - - - - - - - -375 63 TC 370 v a m w w w 20/0 SLOPE J u z.5%SLOPE a w w 375 370 - C1 Ol ON N H .t n .t IN 0 00 tD 00 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. 26+So CROSS-SECTION 38o 376.4o EP �LL 375 - 37673TC - z%SLOPE - v- 4%SLOPE - W 1 375 - 370 m w w 370 Ln M 0 r. M ri n O 00 m m n m n m m t0 m k n n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 26+75 CROSS-SECTION 385 38o 377-46 EP m w w i1 380 \ 377.79 TC x \ 4%SLOPE 4.5%SLOPE w 375 ------------ ---- ---- - -� 375 370 370 rl lD �T N 0) O Vl rl 00 n n N n n n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 27+00 CROSS-SECTION 385 38o \ 378.24 EP u a a O m w w x v a w 38o \ 378.57 TC w X 5%SLOPE ---- --- 3.5%SLOPE -- ------- 375 --- 375 370 370 00 01 �t m co ei 00 M N m m r m C6 m m 0^.� 00 m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 27+25 CROSS-SECTION 385 378.7g EP 38o O w w m x w u a w 38o 379.1z TC w - -tvrt5.5 LOPE 375 375 370 370 rl rl O 001 rl N n ^ 3 00 l!1 co M 00 M co M co 06 m m mpJ00 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. 27+50 CROSS-SECTION 385 379.21 Em Ju a ww379.54 TC o 38oj80 --- ------- ------- 375 \ 375 \ 370 \ 370 M Ol rl N lD H 00 N rl M m 0o m 00 mm 00 mm 6 6 m 06 m 06 m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 27+75 CROSS-SECTION 385 Ew 379 z6 Ej80 CL 379.26 EMO�L� w 380 \\�- o ----- 375 ---------- ---- ��\ 375 370 370 rl .t N m r` 0 N 00 N Ln Ol 00 C1 00 Q1 O1 06 00 m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 385 POLO GROUNDS ROAD - STA. 28+oo CROSS-SECTION 385 v a_ \\ 379.16 EP m w a X v w 380 37 .49 TC w x 38o \ _ a w 0% SLOPE 375 ---- ---- ----- ---- ��\\ 375 370 \ \ 370 ry rl) m n 0 H o CC) ry 00 0 0 m m M 6 co m m a) m m a)06 m m 06 M n m -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 371-75 EP m "� X v w 80 j80 379.o8 TC LOPE u w 3 -- - - - - ---- 375 \ \ 375 370 \ 370 N 1� rl "0 rl m l0 ^ lD rl N m m 00 m 05 rrn C6 00 i 6 00 CO 00 m m 00 r^n m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 28+50 CROSS-SECTION 385 38o \ \ 378.27 EP m w W u X 380 \ \ 378.6o TC 0.5 0 E 4.5 PE ----------- 375 - - - 375 370 370 ri r o CO O ri . coo M m m m 00 00 m 00 mm 06 00 mm 06 00 mco 06 m m � m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 28+75 CROSS-SECTION 385 38o \ 377-73 EP p w J_ v w 38o \ 378.o6 TC m x x 1_5%SLOPE _ -5%SLO E 375 - - - 375 \ 370 370 I� O W O rNj C9 n 01 lDD M N m 06 F 00 C6 F^ F F -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 385 j8o 37733 EP O w wv a w 380 377.66 TC m x x z%SLOPE - - 3_5%SL PE - 375 - - 375 \ 370 370 00 O 0 O 't N ^ N m l0 00 m m F m m ^ Im m Im m F m rn m r -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 v w 380 377-z7 TC m 3%SLOE w - - - 2.5%SLOPE -- 375 ---- ---- ---- ---- -- - 375 \ \ 370 370 lD 00 co N L^ lD m M 00 M H Ol 00 m m �^,� m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 40 0+10 0+20 SCOTT/R. CBLLINS'Z Lic. No. 0357911a �0A 4/9/21�4 tisrONAL EEO` z O J a u w Z ca 0 Ln O Z J o u u H_ ^� w Z w `H7 W wm z L9 Q r` J z M co M N - M O F1 0) Lu z W N < o W > a-u W W z J \ / < V V) LLI O L9V O M p z O z:) U O 0� °C Ln W Y (D 0 H 0 D O O U) v ZW W M o J U) t J � w LLJ W 0 O Q b J H ~ w w w ILn JOB NO. 182150 SCALE 1"=10� SHEET NO. 18 38o POLO GROUNDS ROAD - STA. 33+00 CROSS-SECTION 380 38o POLO GROUNDS ROAD - STA. 29+50 CROSS-SECTION 38o 1176.66 EP 3%SLOPE 30/0SLOPE 375 - ---- ---- ---- ---- 375 -- a tT- a 370 w u w 370 m iF. N N F � N o of m rl 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 306.63TC 375 - -- -- 3%SLOPE 3%SL --- -- PE ---- 375 370 u °m w w w u w w 370 M Ip ^ OF f ^tD 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+00 CROSS-SECTION 38o 375.98 - - - 37 375 --- - EP 6.32TC - 4%SLOPE 1%SL --- - PE ---- 375 a 370 Oo m w w w J w W \ 370 m 0 'i of p Vl V1 M M m M m M m M kD 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 3 5.71 EP 37 .04TC 4%SLOPE OPE 375 - - - - - - - -i%S - - 375 - u w w \ 370 m d w w J u W 370 I� l0 V1 N l0 N 'i Cn N .t Vl M M M M M M Ln 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. 30+50 CROSS-SECTION 385 38o u a w -- _ 3 .63EP m W v w 38o w ` ` - - 37 .96TC y%SLOPE PE 375 - --1.5%SL - - 375 370 370 l0 01 0 O n ^ 0 m ^ •.I d I� 0 M 00 M '6 M M �'6It 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. 30+75 CROSS-SECTION 385 380 �\ \ a wJill 38o \ u a w x w - - - - - - 3 .91TC 4%SLOPE 1.5% LOPE 375 -- -- - - - - -- - 375 370 370 N rn N viID . m o o ID N m ^ 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+20 385 POLO GROUNDS ROAD - STA. 31+00 CROSS-SECTION 385 380 u w 380 u a w 3 .47EP m w w w 375 �� 37.8oTC -4%SLOE -1.5%SLOPE - -- 375 370 370 O O O 00 O H O XI O N Ol 00 m 0^ m l^ m ^ l^ m m ^ l^ m m ^ l^ m m l^ m ^ m -0+50 -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 0- 0 w 38o � �... 3 � S.16 EP Om w w w 375 37 5.49TC 4ry LOPE 3%SLOE - - 375 370 370 OM �Mt ry NM 0l OM N O 0 lnm m nr ixI m rl nrl m m n M M 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 37 a J .75 EP m w w u w 375 \ \ _ .o8TC y% - -3%SL PE- - - - 375 370 - - - -37 - - - 370 co H do co M M M s m M m M m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 380 POLO GROUNDS ROAD - STA. 31+75 CROSS-SECTION 38o u a a J 37 .16 EP O w w u w 375 m x �X 37 .49TC 4%SL PL 5%S OPE W 375 370 370 1� rl rl N N l0 O N n H O 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. 32+0o CROSS-SECTION 38o 37 375 ... \. 37 u a .33 EP m w .66TC w v w S` w .0%S OPE W 375 NOTE: E 370 SHALL ISTING ROAD SH BE REPAIRED TO A 37 0 %MA . CROSS SLOPE ITH MILL & OVERLAY m M O I� F Ol W00 N 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. 32+25 CROSS-SECTION 38o 375 37 .51 EP m w x u w 375 6.5% - LOPE 4 ---w 370 - - -------------- 370 NOTE: EXISTING ROAD SHALL 3E REPAIRED TOAJ 4%MAX. C OSS SLOPE WITII MILL & OVERLAY 365 365 a Co o w m m o� m m a N M M M N m M N m M N m M N m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+50 CROSS-SECTION 380 375 '471-7oEP u a O w a u w a w 375 37 .o3TC w 7ryo5 PE 2%SL PE w 370 \ �- - - _ -- -- -- -- _\ 370 NOTE: EXISTING ROAD SHALL BE 1EPAIRED TO A 365 4% MAX. CRO S SLOPE WITH M LL & OVERLAY 365 00 N O. co •i N Ol CO Vl Trlmlrmq- N M M M m M m M m M M -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+75 CROSS-SECTION 38o 375 u a a a 375 \ \ .1gTC m x w 6%S w OPE o%SL PE w 370 - - - - -37 - - 370 OTE: EXISTING FOAD SHALL BE R PAIRED TO A 365 4%MAX. CROS SLOPE WITH MIL L & OVERLAY 365 m m It rl 0) O. M m Qa1 M M V1 w 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+20 375 375 37 .11 EP m w w w \ 370 _ 37 44 TC x w7%SLOPE o%SLO E w - ° - 370 - ---- NOTE: EXISTING ROAD - SHALL BE REP - AlRED TO A - \ 365 4%MAX. CROSS LOPE WITH MILL OVERLAY 365 N � C) l^ 01 M M M 01 M M M M O -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 375 370 36 36 NOTE: EXISTING ROADSHALL .39 EP u 0 o .5 E aw w 370 365 BE REPAI ED TO A 365 y MAX. CROSS SLOPE WITH MILL& VERLAY S Ol O O 00 N CO 00 O �O M M M O M O O M Ol 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+50 CROSS-SECTION 375 36 370 36 NOTE: XISTING ROADS N 365 .76 EP .ogTC O m w w w pE u i%SLOPE x 370 ALL BE REPAIRE TO A \ 365 4%M X. CROSS SLOPE WITH MILL &OVERLAY 111 ci . ro^ 1� N . 00 N N H 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 \ 36 ,34 EP w w u a w 37 o \ 36 CuOo .67 TC x w o X 37p 365 NOTE: EXISTING ROAD 365 SHALL BE REPAIRED TO A CROSS';LOPE 360 WITH MILL & OV RLAY 36o o �o a� N N s eo m m N M M M M M M M l0 M l0 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 a 370 36 .92. EP m x w 370 .5Tu_ c.596 SEEP ---- ---� --- 365 \`- J -- 365 ;E NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 36o y MAX. CROSS SLOPE WITH MILL& VERLAY 36o Co Ip rn o m IXI o a s It m ^m ^m `D � 06 `,0 � `,0 00 � `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. 34+25 CROSS-SECTION 375 � J a u a a u w 370 36 .64 EP m w X w 370 --- ---- g.5%_SLO PE sEep- 365 �\-_ -_- ---- �_�\ 365 NOT : EXISTING ROAD SHALL BE REPAII ZED TO A \ 36o 4 MAX. CROSS SLOPE WITH MILL& VERLAY T 360 n N m0 N N .i N .i N kD 10� w kD co � w 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. 34+50 CROSS-SECTION 375 \ � u a J a u w d w 370 �\ 3 735EP m w x w 370 - -3 x - - - -- 8.5%SLOPE o%SLOPE - 365 --- ��\\ 365 NOT-: EXISTING ROAD SHALL BE REPAI ED TO A \ 36o y MAX. CROSS SL PE WITH MILL& VERLAY \ 360 o a N N a) 0o M co m m � n W ID W 'D I.0 to i0 to 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 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 0+10 0+20 40 Lic. No. 035791 4/9/21 Z OIm J a k Z Lu 0 C) Z J o F- tn r > z w `NJ I W Ce w r4 N Q T o � I'I Q ti J M Q N Q 16 CEOLE � LL � W N Vl) 0 Z J V1 J_ Q > Q V7 0 O H O (n u J Q Q _ D O U p a� lc� V7 (D 0 Lu O z D O O C0 Ila- V W W M O J C0 0 J � w Lu L L D J C) w 0 N Q J �J ~ 0 O w wi 2 a Ln JOB NO. 182150 SCALE 1= 10� SHEET NO. 19 370 POLO GROUNDS ROAD - STA. 37+75 CROSS-SECTION 370 375 POLO GROUNDS ROAD - STA. 34+75 CROSS-SECTION 375 J D a w V w 370 367.07 EP m w x w 37D 367.4oTC 7,5%SLOPE 1%oSLOPE 365 -------------- -_,\ 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 360 m m mm mm mm mm 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 375 370 E6i5T a x368z o_ w x 370 4%SLOPE i.5%° _SLOPE . \ 365 -------- r �- 365 36o \ \ 36o N Ol n m Vl N M O1 m .t S m m mm mm 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. 35+25 CROSS-SECTION 375 370 o w D_ J w a X 370 366.42 EP m 3 SLOPE z75. %SLOP _ 365 365 � NOT EXISTING RDA SHALL BE REPAI ED TO A \ 360 4 MAX. CROSS SLOPE WITH MILL & VERLAY \ \ 36o L n W O Ln of T N 00 mm mm u; mm 6 mm 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 V a w u w 370 \ 365 95 EP 0 W w w 365 - 366.28TC J 5%SLOPE-1_5%SL PE - - 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 36o rl lD N 0 ri m n f l0 ri 6 6 6 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+75 CROSS-SECTION 375 370 o J v a _ u w 370 _ 365.41 EP m w x w 365 - - _ 365J4 TC 4.5o SLOPE o.5°h SL ✓ PE 365 \ NOTE: EXISTING ROAD SHALL BE REPAI RED TO A \ \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ 36o \ N In N N In a) a) O 00 m m m m m m L00 i) 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+oo CROSS-SECTION 375 370 a J u w v 365.og EP 0 w w a 370 w 365 365.42TC z%SLOPE i% SLOF ------------ E 365 \ 36o 36o n •i I� N 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 IT. 375 POLO GROUNDS ROAD - STA. 36+25 CROSS-SECTION 375 370 370 V 364.5o EP m 0 0 \ 365 364.83 TC 36o \ 36o \ 355 355 n �o 't n m O It m m m mm t mm t mm D m m m w W u w w w z%SLOPE z%SL PE 365 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 375 POLO GROUNDS ROAD - STA. 36+5o CROSS-SECTION 375 370 370 a_ w u w � � 363.78 EP m w X x 365 - 364.11TC w ° ° W 365 36o \ 36o 355 \ 355 00 01 N H n In rl 0 rl !1 1 m m M m m t m m m 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. 36+75 CROSS-SECTION 370 � a_ � V a w J V a w 365 363.03 EP m w w w 365 36336 TC `- ----- 35=- ?LUra---- - 36o \ ' 36o \ 355 355 00 .t O N lq N e0i m m v m mm m mm M mm m m m m m ri 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 ° w a ua v w 365 36z.37 EP w w \ 36z.7oTC 3%SLOPE z.5%SLOPE 36o \ 355 \ 355 O 1p N ^ lD 00 O I� r\ N M m mm mm mm N m N m O 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 6 w 3 5 a w J a u w 365 361.82 EP m x x 2.S%SLOPE 3%SLO E \ 362.i5TC 36o -- --- ----- -� 36o \ 355 \ \ 355 m N N n N o a co m m � m 'D � m ID 'D i0 m � m vO1i m 1,� 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 o a u w a w 365 361.ig 361. EP m 2TC w 3.5%SLOPE w 360 - -3%SLO - 36o \ 355 \ 355 \ 00 a00 ao� m m m m D m m D m m rq m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 o_ o w 365 36o.4z EP 0 w w J.5% 360 - - - 360.75TC -SLOPE - -z%SLOP - 36o 355 \ 355 ao o 0 �o 00 m m m oo m m m m o � Z � � 6 m m 6 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 0 "' 36o 36o.1z TC� \ ° 1.5/oSLOPE u o.5°65L0 E 360 355 w w \ 355 I� LD rl f^rl rl N l0 N N Vl l0 l0 lDD 0 lDD 0 V�i w W l�n 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. 38+25 CROSS-SECTION 365 36D \ 358-74 EP m w w 359-07 TC 4.5%SLOPE NOTE: EXISTING ROAD SHALL BE REPAIRED TO A o%SLOPIE w w 36o \ 355 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 355 �n m O N . m m ri m 0) 6 m of 00 ao of Ln m of Ln L 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+20 365 POLO GROUNDS ROAD - STA. 38+50 CROSS-SECTION 365 V o 36o 35794 EP m w a_ ' w a w x w 36o 358.z7TC E °- 355 \ 355 NOTE: EXISTING ROAD SHALL BE REPAIREDTO A 4%MAX. CROSS SLOPE WITH MILL& OVERLAY 350 350 �n m a o 0) O 0) '0 0) rl o N m 00 m 00 m 00 m 00 m 00 in m 00 m 00 m m m 1,.1 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 v o_ 3 6o w x x 36o 357.03 EP m \ 357.36TC o.5°hSLO w E 4%SLOPE - 355 - - - - 355 350 350 N o m ,^n ran O N m m m vi m v�i m M ^ v�i m M ^ v�i m m v�i m M v�i m v1 m oPOLO 6 35 GROUNDS ROAD- STA. 39 +00 CROSS-SECTION 6 35 a 36o v a w J u a w 36o 356.21EP m w x 356.54TC 3.5%SLOPE \��--- o.5%SLO E 355 -- -- --- ---- - ------ 355 350 350 o m co v H 0D 00 m a m m m m m m m m ko 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 355 355.30 EP V a_ 35563TC 10 3%SLOPE J V o.5%SLO E - -- -- 355 d w a W 350 w w 350 00 O 0 O W Ol 0) H m 00 01 O m mm mm mm mm m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 SCOTT/R. CBLLINS'Z Lic. No. 035791,a �0� 4/9/21�r tisrONAL EEG` z O J Vl u Z w ca 0 0) O z J 0 � z > z w I`�7I W wm z L9 < r` z M 0 N - M O i 1--I I`1 0) Lu z W N < o W a-u Ld L] z _j i Q 0�/ �_j LL L9 O V _ Q QOf z O = U O � oC WI Y ( O D O O U) ZW W M O J I U) t J � w LLJ � ZD J w 0 o Q (f W u J H- 0 w W a � JOB NO. 182150 SCALE 111=10� SHEET NO. 20 36o POLO GROUNDS ROAD - STA. 41+00 CROSS-SECTION 36o 36o POLO GROUNDS ROAD - STA. 39+50 CROSS-SECTION 36o 355 350 354.0 EP 35444TC m u' x 3.5ryoSLOPE u x o.5%SLO E w 355 ------------------- 350 o m 00 k o .. m m a Ln Ln Ln Ln Ln Ln Ln 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 36o POLO GROUNDS ROAD - STA. 39+75 CROSS-SECTION 36o V 355 _ -- _ -_ 3s2 e3 EP m \ LL w W V w ° W 355 4lb SLOPE — — — — — — — — _ _ 350 — _ 350 I� m S ri M V1 00 CO N r\ COLn V1 Vl M V) M a m M Ln M N m M m M Vm1 m M Lml1 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. 40+00 CROSS-SECTION 36o a J 355 3s .79 EP o w �yJ 355 — — — — — — — — — 4%SLOPE — 2%SLOPE — — — — — --- 350 — —` 350 345 345 m lD N .� n OCq N Val M M m Ln m M Vl VM1 Vt V1 M m M M Vl V1 M M V1 M v) M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+25 CROSS-SECTION 355 349-12 EP u a a a m w w u w 355 350 349-45TC w2%SLOPE 2-5% SLOPE w 350 345 345 -- — — ---' 340 \ 340 335 335 330 --33o N 00 00 N Vl O m a N O) a a M lD a a M 0) N O l0 a t O V1 N V1 O M S N C6 N 'i N d N N N a N 0) lD .t rj O 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+90 -0+80 -0+70 -o+6o -0+5o -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 36o POLO GROUNDS ROAD - STA. 41+25 CROSS-SECTION 36o 355 348.5 u O0- a a x 355 350 8g TC00 2./ w 3508. 345 345 — — — 340 _ _ _ 340 335 335 OMal O m Ma 0ls0 00 OCs) ca 0) Ma W y O 00 Oa N Ms O 00 O D ID W^ W (Nasy M a M ls a M a ` S M a M a 06 0 It 00 6 a m a a a a Oci a M M M M M M M M M M M M M M M M M s M M s M M M M s M M M M s M M s M M M M M M ryl -1+20 -1+10 -1+00 -0+90 -o+8o -0+70 -o+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 36o POLO GROUNDS ROAD - STA. CROSS-SECTION 360 41+50 355 3 4 00 a J a 355511 x w 3---�OPE hSLOPE 350 350 ------ -- 345 i 345 i 340 340 V1 W n CO M N 0) Ln m rl N Ln •i N 01 mO Q7 M M M M M M m m M m m M mm m M m -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+50 CROSS-SECTION 0+20 0+30 0+40 0+50 Ems 355 a J a u 348-35 EP m "� w w 355 350 348.TC 350 345 — 345 340 ----- --_ 340 335 1 335 O b Ol H 00 00 Il n Ol Vl a .i a Vl ei M 00 O Vl M N O O Ln kD 00 kD I� Q7 01 00 00 M 0) M M H 00 k N kD 01 M a N M a a V M a 6 M a N M a a a '4 a a W a a W V a o6 00 a O. 00 a 00 a a ^ m a 00 N a C6 N a W H a W O a W M s m M s m M ,n M M ,n m M ,n m M s m M s m M s m m s m m m m s m M n m M m M n m M m m M m m -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 36o POLO GROUNDS ROAD - STA. 41+75 CROSS-SECTION 355 w � w 355 V o- 350.46 EP 10m w w w 350.79TC 2.5%SLOPE 2%SLOPE 350 --- ------ _ 350 345 345 - - - - --------- --- - - - - - 340 340 a CO Oa Ol lD O N O 0 t0 00 ei Ln -i W rl O n 00 Vl OM N a M a s a s aan m a ly av O an O a C s a s M M M M M M M M M m M M M m m m M M M M m -0+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 36o POLO GROUNDS ROAD - STA. 40+75 CROSS-SECTION 0+50 o+6o 0+70 36o 355 355 348.23 EP mu a W a w w v 0- w w 350 8. 6TC o 2%SLOPE 350 345 — 345 340 ------ 34 O N co aO D 'Ol 0l H aM D Ol N m m Ol O MOl Vsl 1� O N cl NNN V a a �a a d O lD as 00 as 00 a J 00 a a t^ N aa r;M N00 a M s M M M M M M M M M M M M M M M M s M M M M s M M s M M M M s M M s M -0+90 -o+8o -0+70 -0+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 355 POLO GROUNDS ROAD - STA. 42+0o CROSS-SECTION 355 355 349.92 E O w m o w J u a w 350 35025T w2%SLOPE 2.5%SLOP w 350 345 r / 345 --- — — — — 340 — — — — — — — — — — — — — — —�\ �— --------- — ` / 335 335 rn N Cn I". CD 'i N a n Op .i 01 a a b I� O CO V1 O m ~ a O 00 a rl N a W rl a k M M W O a N O 00 kD m a N M a N a O O a O s a H s a rl O a H O a 01 O a O O v O V 0 00 a a0 a N s a~ N a N 06 a 0p m a m m m m M m m Ln `n m m M m M m m m m m m `n M m M m m m m m m m m m m m M m M m m M m -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 0+50 o+6o 0+5o o+6o 355 348.48 EP O w x u w 350 --- -- -- — ---- ---- 348.81TC 00 _ w w 350 _ 345--- ---------- —� 345 ----------' 340 340 o M flN.l CO. w a 00 N m N o a 0 �D a w in 00 N o ry 00 a a O w a N w a w 1 a N w a 6 w a W w w m a m 00 a Ol 0 a 0l a OD a M M M M „t M M „t M M M M ,n M M Ita M M s M M s 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 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET 1 inch - 10 fL 0+10 0+20 Lic. No. 035791 4/9/21 Z O J a k Z Lu 0 C) Z J O y � F- U)^ > z w F�1 W Ce W r4 N Q T C) � Q ti J M Q N Q 16 r� O LE � W N U) 2D, J l!1 J_ Q > Q V) 0 O H O (n U J Q Q _ ::D O U p a� 0� V1 (D 0 Lu O z D 0 C0 LL W W M O J J � w Lu o W 0 N Q J r ~ 0 O W wi CL � JOB NO. 182150 SCALE 1= 10� SHEET NO. 21 355 POLO GROUNDS ROAD - STA. 42+25 CROSS-SECTION 355 36o POLO GROUNDS ROAD - STA. 44+00 CROSS-SECTION 36o lu 348.82 EP O _ 349-15TC m o- w a w wz%SLOPE J u o. %SLO 5 E a w w 350 -� 345 �---------- ---- ---------- �' 345 O p0 l0 N S 1� N M �O •i 00 Ol M M 00 O 0 1� N In In S ei Ol 00 l0 l0 kD It m Ol d Ol d m t M m M 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 50- 345 34939 EP m 349-72TC wz°hSLOP o.5%SLOP w 350 345 N m .. m 00 0 n m O N Lnn m m am m m m m Lnn m r�+i m m m m -0+70 -o+6o -o+so -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 a 350.43 EP Om "' o x w 0 355 - - - x w 350 _ 350.76 TC ------- ---- -_- 1°'°SLOPE - o% SLOPE 350 345 345 m 01 O Ln . l0 LnLn l0 vl M M M m M m 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+00 CROSS-SECTION 36o 355 351.66 EP o w d w J d w 355 351.33 TC m w w -------------� o%SLOPE 1.5°hsLO E- 350 - _ 350 345 345 M m .t 00. N MN fm 'i fm M N '1 m m r m m r m m r m Ln 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 a w w- w 355 352.io TC m x X- - - - -w SLOPE - ---- %350 2.5%SLOPE -- - -- --- 350 I� N N r\ N r\ ri O m M lmll M lmll M N Vl m M N m M A V1 m m ~ l!1 m M V1 m Vl m -O+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+So CROSS-SECTION Em• 352.10 EP 355 W - - - - - - - _ - - - J a z a X J a X 355 1%SLOPE 2%SLOPE 350 BROOKHILL ENTRANCE SIDEWALK 350 O O l0 Ln M rl 00) n �y M N O .t O N N L N N N 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 -o+zo -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+75 CROSS-SECTION 35333EP p w J a w> w w v a w 355 353.66 TC m Q Z w oFa w 355 -- - BROOKHILLENTRANCE - - - - - - - - 350 350 N Ol CO h M ei CO 1. rl cot Ln lD VI r\ 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 a 354.05 EP w a w J v a w �uo 354-38TC m 355 x w x w 355 o. %SLOPE i. %SLOPE 350 350 l0 Ql l!1 0 Ol 0 n eNi N O O ll1 m .t m �t m m f m m + 't m M + m m m m -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 44+50 CROSS-SECTION 36o w a J a 354.41 EP O w w v w 354.74 TC CO 355 _ _ _ - - - - - - _ 1-5°� SLOPE 2.5°io SLOPE - w - 355 350 � 350 00 m n m o m a Ln 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. 44+75 CROSS-SECTION 365 36o a 0 36o 354.83 EP O a w 35516TC m355 J.,_ .5%SLOPE i.5%SLOPE - 355 350 350 m l0 M ^ N 0 M N l!1 l!t m Lnl!1 m m M l%1 m m Ln m l!1 M m m Ln M m a 358.47 EP v0 w w 360 358.8oTC m w 355------- J v a w w 36o \' 355 lD lD O .t ymj I� 00 00 O V�1 M l�l1 M V1 M Ln l M M 00 CO m M CO M CO M CO M SCOTT/R. CBLLINS'Z Lic. No. 035791,a 4/9/21�r tisrONAL EEOwo z O L) J Vl Z w O 0 z [) Ln J Q u L j z -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 H 365 POLO GROUNDS ROAD - STA. 46+oo CROSS-SECTION 365 W 35931 EP v a a wm o w w w 3596y TC m 360 - - - - - - ` - 2.5%SLOPE o.5%SLOPE w - 36o 355 355 (1 O N L!1 V1 L00l1 co1 Ln l0 lI"1 m m m M m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 46+25 CROSS-SECTION 370 365 a a 365 36o.34 EP lu0 I u ro- 36o.67 TC m ix w 36o F-------3%SLOPE - - -- E-- 360 355 355 O m O CO r\ O N m N m 0) m O m 6 O m m A m rl m O 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 365 370 360 0 w w 36o 3553o EP O 355.63 TC m w w w 355 3%SLOPE o.5%SLOPE 355 - - - _ / - - - - - - - - - - / ------ � 350 350 O kD O W O �O N N m .-I O O M l!1 M M ll1 M N Ln 111 M N Ln m V1 Vl M l6 Vl m t0 u' M 111 lf1 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+25 CROSS-SECTION 365 3 60 356.26 EP a p w w J v a w 360 356-59 TC m w w 2%SLOPE o.5%SLOPE 355 -`----- -- 355 350 350 .i 01 N n 00 r\ S l0 00 m m vi M vi m Ln ° m M M v m M v 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 w v a w 355 " a Z oFa w w 355 ---- -------- o.5 z LOPE -" BROOKHILL ENTRANCE - - - - 350 350 l0 't N M W N m 0 W t v1 o O CD 0) N S m t M m M N N N N N N N n1 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 d 3 6o 35731 EP O w w x J v d w 360 357-64 TC m ux, o.5%SLOPE 1.5%° _SLOPE - - - - - - - 355 - - - - - - - - 355 - - - - -- -- 350 350 o � 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 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 POLO GROUNDS ROAD - STA. 46+50 CROSS-SECTION 370 365 361.55 EP o w o - w J " W 365 3.5%SLOPE 1°65LOP w 360 --------- ---- -- ----_ 36o N V1 N �t L!) H O rl Ln (n 4 H m N m N O N m m m m M M M M M 370 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 POLO GROUNDS ROAD - STA. 46+75 CROSS-SECTION 370 6 _ 362.86 EP VO w a 365 _ 363.1g rC m w - SLOPEWin, 3'S�_ J_ v w x 36 5 360 � --- --- -- 360 o N vi r_ m l0 m t; m IN m N l0 m m l0 m lr. M b m -0+50 -0+40 -0+30 -o+zo -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 47+00 CROSS-SECTION 375 370 - - , 370 364.14EP UO w a v w 365 \ \ 364.47TC m w 3.5%SLOPE 0.5%SL PE w 365 36o 36o �o m �0 00 m vi 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 w N z L9 < z M � M N - M O F1 z Ww N < O W a-u Ld u zJ i Q V V LLI O �_jV L9 O _ Q Q z O = � U O � I � W Y ( H 0 D O O (n ZW W M O J (n � 0 J � w J ww OLLJ b J H ~ W_ O W W o � JOB NO. 182150 SCALE 1= 10� SHEET NO. 22 385 POLO GROUNDS ROAD - STA. 48+75 CROSS-SECTION 385 375 POLO GROUNDS ROAD - STA. 47+25 CROSS-SECTION 375 370 \ \ a d 370 — \ O w \ \ 365.76 TC m s \ w3%SLOPE -- w PE —x — — — 365365 36o 36o O Ql Cq n W 0) .i O 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. 47+50 CROSS-SECTION 375 370 \ \ \ 366.5o EP v0 w o- J_ O w 370 \ 311 83 TC w 3,5yoSLOPE 0.5% SLOPE X w 365 _— ---- ---- — -- 365 36o 36o L!) O 01 lD ry n O N m n n ID lD 1p l�0 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 \ \ o 10 37 O \\ 36 7'7 EP O w u a w 37 O 368.o TC m x �\\lu Lj 2.5%SLOPE 2 365 _ --- -- 365 N L!1 1� rl W N M O OM It m 0 m M rl 00 w co lM 00 lm 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 \ V \ � 368.87 EP O w a 370 \ 36g.2oTC m o x 2%SLOPE w 370 \ PE � — — — — 365 365 01 tp rl m 0l N .t O O 00 t0 N m t0 00 kD 0) �0 01 �0 01 l0 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 380 v 375 \ 370.og EP p J w 375 370.42 TC m 370 2% SLOPE 2% SLOPE w 370 \ � a 365 w 365 M M M M �0 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+5o CROSS-SECTION 385 38o \ \ \ 380 \ \ a 375 \ \ \ 1.09 EP o \ 371.42 TC m w a 375 w w 1.5%SLOPE 1.5%SLOPE 370 \ \ — — — — — — — — 370 l!1 rl O 0 00 M 0 M M 0 M M m M r M n M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o \ 38o \ 375 w 375 \� w 1.5% SLOPE i.5%SLOPE 370 ----- --- ---- --- 370 .t 00 O 00 °m l0 N N N N N 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 IT, 0+10 0+20 SCOTT/R. CBLLINS'Z Lic. No. 0357911a �0A 4/9/21�4 tisrONAL EEO` z O J Vl u w Z ca 0 1n O Z J O Q u V) ^� w Z w FBI W wm L9z r r` J z M M N — M O z Ww N < O W > a-u W W zLf) i Q In LLI O �_jV L9 O _ Q Q z O U O 0� Lr) W°C Y (D C) H 0 D O O U) v Z W W M o J U) t J � w LLJ LJ.J 0 O Q � w u J H w O w w o_ Ln JOB NO. 182150 SCALE 111 = 101 SHEET NO. 23 v V A III v---_vVA p ��G CHAP L�S�RHAUGH& / \ v A\ V A \ v v vCHYYaRLESRH4UGH&v Landscape Notes \ \\ \ \ \ _ — o v v I I \ \ — — — — v v o E O�LESBYJR T / v \ \ \ \ \ V A v v ELIZ�BEI��i ANN OG -- — — CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO �� \\ \ \ \\ VAA \\ \\ vv i M �/+00 OOb1SE0 // // / I� I II A\\\\\ \\ A \\ \V A TM�OLFb00 OO�QO O18A0- v yvy DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF \ \\ \ / / T P 600 CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF \ \\ _ y7 \ \ CONSTRUCTION v v v A v v\ I/ o ��� 7 i5o A�RES / A v9'9z'�CRES v \ \ EXISTING VAR WIDTH PUBLIC \ \ V A \ \ \ y I DB 2 PG 636 p / EXISTING STREA V A DB > P O , _ SCOTT�R. CRTLLINSZ NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN 6�\ VA o \ \ o S 95� 3 STORM DRAIN EASEMENT \ \ A \ 3 3, - _ p 1 DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION \ \ \ o \\ / I I / D.B.Sizi,PG. 6yy-675 \\ ROPOSED GRASS STRIP \ _ _- U Lic. No. 035791� L� \ \ \ \ \ \ \ \ / y / / / \ \ \ 3 \ - - ROPOS CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) I U \ \y \ \ - - _- \ I ` - - - _ - - - _ - - / d¢ 11/2/21 DISCUSS EASURESTREE SHALLOBECAPPROVED BY LAALL ANDTREE ORPTREECA ARBORIST Q1�� \ \ \ \ I` \ - I /' 3o'PRIVATELANDSCAPEBUFFEREASEMENT I / \ \ ROPOSEDASLTREE(TYP.) - - A A \ _ o - / \\ V - ROPOSED MV TREE (TYP.) / o��S G1 / ?� \ V A A - - - - - - EXISTING LANDSCAPING PROPOSED WITHIN / \ V A _ A ROPOSED io' ASPHALT PATH- _ - _ SIOAT, E� BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE \ V A \ _ - - - D.B. 5121, PG. 644-675 o BUFFER IN BLOCK 8B FINAL SITE PLAN - ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR 3 N Q m \ \ o \I \\\ - // %� / J(A�RB2o21000i8-APPROVED4/25/2021) DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. N ?Q \ 37- / o V / CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE - ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTIONACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL t; EXISTING 1o'ASPHALTTRAIL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL vk_ LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL 6'� \ - (� �- / / / — -- - / / Sao - 7 u BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED 3 v, �\ �\ \ EXISTING POLO GROUNDS ROAD o- - - - - - - - - - - / / / 3 - _ - - _ g - -_°9° d �O' - - ) BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. \ PHASEIIMPROVEMENTS - - - - / - 1, . \ \ \ , ,----- - .�'mow ' — O ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE \ \ \ \ �Q - - _ - - - _ _ - / - - I \ DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA a \ \ \ \ / / a m - - - SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO \ \ - - - -�/ &ae mB - --- \ % - - _ - - - - - - ` DAMAGE WILL BE DONE TO THE EXISTING TREES. THE AREA r� < METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL \ \-� -- 1 w °' - z6+oo - - - - BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE I/ w\ -- - - METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND - - w�- i w -w \ _ 3 /- --- w - -- A \ 28+ 0 J F WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS k - -` oRj 13 oo TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN " - A / z5+oo - \ E DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING ® / POLO GROUNDS ROAD - - _ - 1.LJ U / 3 - - - " Y / o - STATE ROUTE 643 - - - � m DRIPLINES. _ / 13 EIP-FIC / 24}p0 \ \ WIDTH PROPOSED SPEED LIMIT=35 MPH -- — i — _ _ o v�i `- _ — Z ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL O o_ BE MATCHED AND SUPPLIED FROM THE SAME SOURCE ((PER p "". +oo F - - - - / _ - - - - J ICI F- SPECIES). \ 3 __ _ _ - - - - - - 0 ---- z3 \ J i I \ > Z o 12' EIP FIC T _ \ \ EXISTING EDGE OF / - - - - - - - .. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT w - / \ - PAVEMENT TO REMAIN- MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF / P� zz+oo---___-------- - --- • • �B�II�PHASE2-P®LOGROUNDSROADCCOONSTRUCTION-STA. y+go _ I--- 0 0 00 OO RO ° —-- Q9�9 SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING QS /___ - - Oo ® rr w N - -- 0 / I EXISTING GUARDRAIL, o o INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED OV �\ __ _ - - - pp OO � II \ � � 9- � i i' - - - _ 0 o � � °a BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. w �O GR 55O? - - -� Oo EXISTING VAR. WIDTH PUBLIC TO REMAIN 0 Oo \ \G O LLI r QO \C' - - - - _ \ J O0 STORM DRAIN EASEMENT \ OO / G u LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT .�E643 �`�O\\M 0 / - - _ \ / D.6.51z1, PG. 6yy-675 / \ \ _ - - C MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL OU SP y63 zl+o - - _ / \ - - - - o / \ \ - / / - ER \, �- EXISTING POLO GROUNDS ROAD _ - / � � p � � / \ �, 'u PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY l p,C \I\� 8 LkS / _ - / 1I \ PHASE I IMPROVEMENTS - - - - - - LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 5 PR PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 10o —_� _ / \ - \ \Oo - - - / / \ MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND O o Q a_ - / _ / - FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A Oo Oo� °� �' / / / r \ — _ — _ A EXISTING loo-YEAR FLOODPLAIN TYP. 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE �j v — — TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING oAS ' / - \ V A — — — — _ _ v v V v _ - - / / / / w N N N BEDS. MULCH TO BE DOUBLE-SHREDDEDHARDWOOD. N r4 N PLANT SCHEDULE: o CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND ^ ~ PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE - _ - / _ J / \ \ \ SYMBOL BOTANICAL NAME COMMON NAME 512E QUANTITY CANOPY TOTAL CANOPY TREES ARCHITECT IMMEDIATELY PRIOR TO ORDERING. \ \ \ / \ \\ \ /J� \ \ ASL JACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 1 16 1 195 3120 ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE / / \ // \ - _ __ " -. \ CROCKETT CORPORATION / / LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 13 238 3094 MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ' / - \ v 'o / / - -- V v TM P OLF60^ / OS QUERCUSSHUMARDII SHUMARDOAK 2-1/2"cal. 18 329 5922 UNDERSTORYTREES \ A rDiCRE0-01$Cfl- - / / - --- v -" / '79.5 / JV IJUNIPERUSVIRGINIANA I EASTERN REDCEDAR I 4-5' ht. 1 20 1 16 1 320 DB 62-4; P_G 3-93 / / MV I MAGNOLIA VIRGINIANA ISWEET BAG MAGNOLIA I Ght. 1 4 1 113 1 452L9PT PINUSTAEDA LOBLOLLYPINE 4-5'ht. 10 207 2070 T — \ --- --- _ _ - - - - / / SHRUBS lly_ IGS ILEX GLABRA'SHAMROCK' SHAMROCK' IN KBERRY 24" min. 63 MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24" min. 57 ----- ---- - - - - - - - ' NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 47 Cal VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 51 d- i TOTAL 14978 C7 � )�fy GV.APHIC SCALE// // // / Ell -408 - _ - - ROPOSED OS TREE (TYP.) POSED _MVTREE (TYP.) CHARLES R HAUGH % /o N I I AT C3J / / W ( 1N FEET) ---i/ /lunch - 30,fti Q - v A -- 402 / / / / A V A �' // \1T/j _ ROPOSED NHD SHRUB (TYP.) V / / / / A ELIZABETHANNOG v - \ � / / / A A / / / / / // / LLI - - _ _ -A A - _ / / v i / / / / \ \ V A / / / / �ROPOSED MP SHRUB (TYP.) /i J / \ ROPOSED LSR TREE (TYP / / / / / / - M P OLF600 00 �Q 01�A0 - - - - - - / / / / / A \ / / / PROPOSED ASL TREE ( YP.)� J / \ \ - - - - _ ' / k N PROPOSE JV TREE TYP ACRES _ _ / y" / / / / / \ \ \ - / / / PROPOSED LSR TREE TYP. _ ROPOSED VP SHRUBP. � / / II / � i / / _ /7V �� -'C- �� �/� % / / /� \ V I \ V D�33i ��4.5� \ - �/ / / / / / /-V AV A -i' // // // ������/ ��/ /' / \ Lu \ - ROPOSE ) \ \ \ - - - / / / \ \\ \\ - - - - / — _PROPOSED OS TREE -- _ ROPOSEDPTTREE(TYPJ / / � A \ \ V A � V A\ V -- ----- // / / i ' OROPOSED IGSSHR B (TYP.) \ /ur ROPOSEDJVTREE(TYP.). �J8o ,3a • i / / A _ PROPOSED IGS SHRUB (TYP. 2> EXISTING STREAM \ \ \ _ LLJ /� \ \ \ PROPOSED io' ASPHALT PAT �.'- - ' / A \ \ V v --- / / / / \ i �� �� / - - _ - - � V A PROPOSED VAR. WIDTHV _ "�A A V v v - - - V PROPOSED 1V TREE (TYP. DRAINAGE EASEMENT v - - ROPOSED ASL TREE (TYP.) - - - ��� // // A\ \\ V ' ' " S➢/s _ �/B \ ROPOSED MP SHRUB TYP. - - -' PROPOSED PTTREE (TYPJ� % - - - - - - - Zg+Op 3�6 \ \ \ (TYP.). �, - - nq� PROPOSED VAR. WIDTH \ j < / ✓", , ROPOSED JV TREE (TYP.) 7 v / DRAINAGE EASEMENT \ k\\ \ PROPOSED VPSHRUB (TYP.) j�'/wJROPOSEDlo'ASPHALT PATH_ I- - - - - - - ROPOSED NHD SHRUB (TYP.) - - - / / \ / ' / / / XISTINGSTREAM ----- ROPOSED OS TREE (TYP.) - - _ / / / \ \ _ j ��I rl� �Q ♦ m}oo in OO o - - _ _ 30 - - -- - ---- / % O �� 9 / - -Q- ° \ -� \ -\. III,,, C\ --/ \ \\ i / i,Ir i Q - _ _ ® O \ \ - \_PROPOSED LSR TREE (ul TYP.) / \ - Lu -c - - --- Kv -- \` �\ ----- EXISTING GU1DRDAIL10- EXISTING 0°-\- _,o d_TO REMAIN \ EDGE OF . _ \ �� V � � �� � - ,,----,w�m_...-�O ���.,�._.w--.,--ram- j � '35+0 / i � �� i i �/ _ �� i � i - - - - \ PAVEMENT TO REMAIN _ \ s _ �� J 3 O \ \ \ \ \PR,OPOSED 3' GRASS STRIP \ \ iorR 33+0 \ 12 ' / ---- N --- —�— \ \\- __ STATE ROUT 13'-_� _`O Q--- VAR. WIDTH E643POLOGROUNDSRO o ° --- __- o-_- -� 'ExisTINGEDGEOF PROPOSED VAR. WIDTH- / \ \ \ \ \ \ �� — ' PROPOSED SPEED LIMIT_ AD -- / -/'PAVEMENT TO REMAIN' u \ DRAINAGE EASEMENT 35 MPH le GA -9-Cod ® ----- _� I / \ - _ _ _ ' - - - %: / EXISTING GUARDRAIL TO REMAIN _ -- \ \\ ------ - -------CROCKETTI CORPORATIOW- --- -- / EXISTING loo-YEAR FLOODPLAIN (TYP. - - - - - - - -- - TI�_� DLF6OO�Q 00�1SCo- 79-.50 ACRES _ PROPOSED VAR. WIDTH \ - - - - - - _ DRAINAGE EASEMENT — — - - �B4t PG-a93- / ------ - ---- _ - a O DC Lu I-� Q z LL V / z z a O cn (lnn Q V Q O J O Lu Lu '^� w Lu V / F I w aOC = a u) JOB NO. 182150 SCALE 1"=30' SHEET NO. 24 PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME I SIZE 1QUANTITY1 CANOPY I TOTAL CANOPY TREES \ \ 1 \ \ `\�-�\�"�1II ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2'. cal. 16 EXISTING STREAM 195 3120 1 Q1 �` \ I / LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBA AMERICAN SWEETGUM' 2-1/2" cal. 13 238 3094 11 \ 11 \ CIS IQUERCUS SHUMARDII ISHUMARDOAK 2-1/2" cal. 1 8 UNDERSTORYTREES 1V JUNIPERUS VIRGINIANA EASTERN REDCEDAR 45' ht. 20 16 320 MV MAGNOLIA VIRGINIANA ISWEET BAG MAGNOLIA Ght. 1 4 1 113 452 PT IPINUSTAEDA I LOBLOLLY PI NE 4-5'ht. 1 10 1 207 2070 SHRUBS IGS ILEXGLABRA'SHAMROCK' SHAMROCK'INKBERRY 24" min. 63 MP MYRICA PENNSYLVAN ICA NORTHERN BAYBERRY 24" min. 57 I I I 1 \ M I PROPOSED VAR. WIDTH I / f'/ NHD NAN DINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARFNANDINA 24" min. 47 I 1 1 I \ Ii I DRAINAGE EASEMENT VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 51 TOTAL 14978 I I l� I 1 \ \ \ \� \ \ \ \ I I I I I �j / / PROPOSE a 34� /-CHARLES R HAUGH & / —% I \ ILABETH E ANN OG k \ AMP 04600-00-0o-o18Ao PROPOSED ASL TREE (TY / � / I I I / \ / - '' / F9'92 ACRES EXISTING too -YEAR FLOODPLAIN / DB 3.333' PG 450 ,� / // / 1//z// / �'// PROPOSED 1o' ASPHALT PAT / , j / ��/ / / / / / % / _ / /' / i PROPOSED P-TTREE (TYP. � PROPOSED VAR. WIDTH DRAINAGE EASEMENT • i / / / 5i 'ROPOSE� P SHRUB (TYPJ -PROPOSED VP SHRUB (TYP. / I� / / - -PROPOSED LSR TREE (TYP. - _ ROPOSED ASL TREE (TYP.)- - PROPOSED CS THE ROPOSED JV TREE (TYP.)" ROPOSED IGS SHRUB (TYPJ _ - - - - 11 l D PT TREE (TYP. / PJ� // // // y�•W SCOTT R. LINSZ ROPOSED 10' 1 \ \ASPHALTPATH \ \ / / / V A \ `\ / / / O - \ \ I I / / / / U Lic. No. 035791,E // // PROPOSED OS TREE TYP.) - / / / / // : / �� 11/2/21 Cq / I PROPOSED LSR TREE (TYP. / ass �yG1 v / / /' PROPOSED zo' ACSA, / / IONAI E / \ d r V A I /\ \ \ s \ V A UTILITY REASEME/ / �36 / / / / /� PROPOSED MV TREE (TYP. !\ \\ \ \ \ \ \ \ o \ Ne ROPOSED PM ROPOSED MP / ' /' EXISTING STREA a� , v ,�Iv NT - 36 �y I PROPOSED NHD SHRUB (TYP.) / \ �' ROPOSED IGS SHRUB (TYP.) / 35 _ / 1 W R \ ROPOSED 1o' AS HALT PATH- �6y l Y � W aq fig -- p Oa ap U• Oa n • ' • . 0. All 111141"tYsa ®r so n o TO REMAIN tj T \/-2v_ Wj"" W y O VAR. WIDTH y wLn EASEMENT ¢ w % �..% z o'S g v o V ¢ O Q _ O Ln En Ina .143+00 2+00 - 44+00 I - CO n 13 ROPOSED PEDESTRIAN TUNNEL CROSSING _ \ W STATE ROUTE 643 POLO GROUNDS ROAD = — — — — _ ~c ' Ln WIDTH=50', SPEED LIMIT: MPH = — — — _ — — _ s as s ro W LU 356 \ \\ \ \\-4- W z\ \ —PROPOSED VAR. WIDTH—— / DRAINAGE EASEMENT U \ \ W N N N vvv vvv vvv / 11 / v Q v PROPOSED VAR. WIDTH \ 1 1 III I" y( IEXISTIN \\ \\ \ \\ \ \ \ DRAINAGE EASEMENT vv�v�V vv v �v\ v GRAPHIC SCALEvv v vv v s' \ 11 L9 / 7- Q Cr) CROCI<ETTCORPORATION \v v v v v ��v 30 a 15 30 v 60 v vv �� f� J TMP04600-oo-oo-ol8Co XISTING STREAM v v v v vv v vvv v v 1 v A (y) .� \ � � 79 5o ACRES\ \ v v III v v ( IN FEET) DB 624, PG 193 v \ I v1 inch = 30 ft. vv v v - - - - �/ \ v v �, ® d Q / / // � // �� �, y y• y - Ci •���A\ 1 11 I I I I I I I I I 1 \\ V AV A A v vvv �� �v v �, / / ��{ v v A EXISTING STREAM S� W • W V I PROPERTY LINE / ROPOSED io' ASPHALT PATH' W • _� \ \ \ \ \ \ \ \ / o p / � - / I 1 vMONTGOIv�ERY RIDGE OWNERS ASSOCIATibN INC 1 v �j / / y W W , W` yW y W W y PROPOSED1o'ASPHALTTRAIL TOSTOP AT I \ \ \\ \\ \\ C/O WILLIAM J DALTON \ \I \ \ 352 / y y y (STA. 45+10 AND ONLY EXTEND EAST AS I \ - - - - / • y SHOWN AFTER OBTAINING PERMISSION \ \ , \ \ \ \ \ I I TM P o46Do-oo-oo-000Ao_ - PROPOSED VAR. WIDTH , W W . W W FROM THE ADJACENT FICA, IN ACCORDANCE I 1 \ \ \ \ 1 I 4.10 ACRES Wy \W 9 WITH THE APPLICATION PLAN s \ \ 1 - - 4 DRAINAGE EASEMENT W / - ( -A' \ /\/ \ \ \ \ \ I DB 4102, PG 472 i / / ) \ I i \ /' " \ \ \ \ \ / — — — 1/3 HT. OF TREE , — W / .i'�----' QO -71 \ \ \ \ 45+oo Tree Planting and Staking D — / - - ------ ------ \------�� ` ` \ _ _ _ - _ Not To Scale LLJ - - Vi - 48+o0 1i��------------ ---- 356 � , - \ \ \ l_____ / 48+75 / r I II i I� I __ STATE R \ W � \\ VAR. CUTE 643 POLO GROUNDS — —______ / / I / 1 / ' z C \ \� — \ WIDTH, P POSED Sp UND$ ROAD — ________ SPEED LIMIT_35 MPH___ \ I === EXISTING EDGE OF PAVEMENT TO REMAIN - EXISTING GUARDRAIL I — TO REMAIN WILLIAM-AWELLS 1 I \ \ \ \ \ 0` \ \ — TMP 04600-oo-oo-oi3Ao, D6 3977T PG 5 20 \ XISTING STREAM \ EXISTING too -YEAR FLOODP LAIN (TYP.) \ \ �• \ \ 1 o ono ° o o Q Evergreen Tree Planting Deta Not To Scale v --v_-- -- / vv v v M O Conservation Plan Notes: , r-1 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 � W z"xz"HARDWOOD STAKE PRESERVED AND PROTECTED. N N ' ^ V I 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY CUT& REMOVE BURLAP FROM TOP OF BALLAS SHOWN AFFECT TREES TO BE PRESERVED AND PROTECTED. Q 1/3 W 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. I i MULCH SAUCER J FINISHED GRADE 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. J Q 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 \ / Q z TREES 4' CAL. OR LARGER SHALL BE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE O 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. Uj TWISTED, #22 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE B. 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. O tj , ^ V _ AS SHOWN, FLAG WIRES WITH —� COURVEYTAPE. REFERTO 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" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. J = FOR ADDITIONAL INFORMATION. 0� = AMENDED SOIL MIX III= 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. Q Z U COMPACTED SUBGRADE Comty ofbe a U O f/1 V � C. be placed on Landscapenrdape I'Ivns onserv'atian Plan Checkllsl - To p (1 lvndhook, pp lH-284111-297 forcomplete specifications) I 0� Q 1992 338 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 I 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH 1. TheI lie followingitems shall be shown on the at be shown on the at \ / � • , L � Tmestobesaved, �•/ Q ® Lind6 ofolemivg (outside dnpLve of tram to 1>a saved); W J El Location and type ofprolectiveferam& H O 0 Grade changes requiring tree wells or walls, 0 Proposed trenching or tunneling beyond the limite of elsering 2. Markhsgz , ! O )A U) Ul 0 All trees to be saved shall be marked with print arribban a aheight clearly visible to equipment operators. 0- ID No grading shall begin until the tree marking has been inspected and approved by a County Inspector, r� 3. PreLonstruclfonConference: LI Tree preservation and protection measums shall be reviewed with the contractor on site. LU IJ 4. Eoulomen[OsemSionand StoraeeOoemtionand Storm: N L.L El Heavy equipment, vehicular traffic and storage ofeenstrudion materials including soil shall not be permitted within the driplines oftres "11- te be saved. /�/� U) 11.0 5. Sol Erosion and Stormwater Detention Devices: ® Such devices shall no[ adversely alfed trees W be saved. 1 LU d. Fires: U feet dnpline be Fires are notpetlermittwith\\ ]00 ofthe of trtoees saved. LU 7. Toric Materials: 91 Toxic materials shall not be stored within 100 feet of the driplins oftrres to be savM. O S. Protecthe Fencin e 91 be by fencing. Trees to retained within 40 feet of aproposedbuilding orgrading activity shall be protected ID Fencing shall be in place and shall be impacted and approved by a Coonty Inspeamprior to grading cr construction LU 9. Tree Walk,. O pant must be raised within the dnpline ofatree to be saved, alma well shall be provided and aoonsfruction detail ® Wbented O O forground submitted for approval. appoval N 10. Tm Wails: ® When the ground level moat be lowered vrttltin the ddplivealose to be eaved,ahee wall shall be provided, and aconahvcfiov detail submittedapproval. W ll. Trcnchain,mulTuninelino: n IO When trenching is required within are limits of eleanng, it shall be done as far away from the hunks oftrres as possible. Tumreling F under a Imge tree shall he considered as an alternative when it is anticipated that necessary trenching will destroy fcedermets. 12. Chsnu. LU O W ® I'rota ive fencing shall be the last items removed during the final demitry. IY 2 d (n Il. llama Trees: -I JOB NO. IX D edtre-s allbeheated meli dybypmn g,femlimtionoroNermethodsrxormneM byaheespe gig 'f o 'f 821 5O NOTE: "I" S THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 1 REQUIREMENTIL SCALE COMPACTED SUBGRADE 1,12121 Source: Va. DSWC Plate 338.2 OWNERf SIGNATURE (DATE) 1 If _ u CONTRACT PURCHASER SIGNATURE (DATE) SHEET NO. (II - 4D1 5(1(05 Page 1 of 1 25 375 375 HT. OF \ OBJ.=3.5' \ 370 370 \ \ \ S/G\D7STA \N F, so\ 365 365 � — \ SIGHT LINE 360 360 \ SIGHT DISTANCE=SpO — — HT. OF � — OBJ.=3.5' 355 HT. OF 355 PROPOSED GRADE (TYPJ 350 350 EXIS ING GRADE (T PJ 345 345 rl O �t O 1�j O ^ O N O V1 � OD l!1 � OD N l0 n vl S V1 W l0 l!1 N I� O n � l0 V1 l0 N � l0 O N l0 l0 � Vl O � l!1 V1 l!1 .t � l!1 M Vl N M l!1 O N l!1 n � S � W OD 01 'i V7 Vl V1 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 TH of � 38o 38o SCOTT R. LINSZ U Lic. No. 035791 �o 7/12/21CD IONAL w z z w Cc z O U Z W c 0 c O ° Q N Q 3 Z O H m O > m V/ > Z L w � Z 0 0 z O o u o ^A ~ J 3 L Y m° a w W W i W 0 0 U W O ° c c 0 rl U O U O N 0+00 o+so 1+00 i+so 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 0 c PROPOSED ENTRANCE - INTERSECTION SIGHT DISTANCE PROFILE ' z Q N U C C M� Q N V/ 0 N N o O 3 0 VERTICAL GRAPHIC SCALE LE O s o zs s m zo w ° � o N ( IN FEET ) T 1 inch = 5 ft. ; Z a o HORIZONTAL GRAPHIC SCALE _ J J 1-11 50 0 25 50 100 200 � � L.L � w O O° ( IN FEET ) .° 1 inch = 50 ft. w 0 V 3 Q z z _ � Q U C) l!1 0 Y ( w O _ I� H J T 1 I l!1 0 H Z W W w M Z � Z � w � Z W o J W J 0 a 0 � w a O � U X N Q U U) w ° J N N � W W � 2 O a In JOB NO. 182150 0 SCALE ° V: 0 H: 1" = 50' c ° SHEET NO. a 26 s