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HomeMy WebLinkAbout44-20 Site Plan1COVER SHEETN/A HP HOOD SILO ADDITION MINOR SITE PLAN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP# 44-20 VICINITY MAP SCALE: 1" = 1000' OWNER / DEVELOPER HP HOOD INC. 160 HOOD WAY WINCHESTER, VA 22602 (540) 869-0045 HP HOOD SILO ADDITIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11/16/2020 RLK/ZJ DWG # 6 2247H Plan Revisions Rev. No Rev. Date Comment 1 1/06/2021 Address Frederick County Planning Comments DATE APPROVAL ZONING ADMINISTRATOR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE: LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGas:Washington Gas P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Water/Sewer:Frederick Water P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power:Rappahannock Electric Coop 137 Kelly Court Front Royal, VA 22630 1-800-552-3904 UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition. CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Communications:Comcast Comunications 195 Rainville Road Winchester, VA 22602 (540) 504-0942 Shentel 500 Shentel Way Edinburg, VA 22824 (800) 743-6835 AT&T 7777 Leesburg Pike, 100N Falls Church, VA 22043 (703) 251-9988 Shenandoah Valley Electric Coop 3463 Valley Pike Winchester, VA 22602 (540) 450-2051 City of Winchester Public Utilities 15 North Cameron Street Winchester, VA. 22601 (540) 667-1815 Lumos Networks One Lumos Way Waynesboro, VA 22980 (866) 840-8781 N/A 2GENERAL NOTES AND LEGENDRev. No.Date 1 1/06/2021HP HOOD SILO ADDITIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA11/16/2020 RLK/ZJ DWG # 6 2247H151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #XX-XX LEGEND PROPOSED SAN. LAT. CLEANOUT PROPOSED CENTERLINE EXISTING SPOT ELEVATION STORM DRAIN STRUCTURE IDENTIFIER SANITARY MANHOLE IDENTIFIER PROPOSED SPOT ELEVATION EXISTING CURB AND GUTTER PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT PROPOSED STORM SEWER WITH INLET EXISTING STORM SEWER WITH INLET PROPOSED TELEPHONE LINE EXISTING TELEPHONE LINE TRANSITION TO REVERSE CURB PROPOSED CURB AND GUTTER PROPOSED ELECTRIC SERVICE EXISTING ELECTRIC SERVICE PROPOSED SANITARY SEWER WITH MANHOLE EXISTING SANITARY SEWER WITH MANHOLE PROPOSED GAS LINE EXISTING GAS LINE FENCELINE FLOW LINE PROPOSED WATERLINE W/ TEE PROPERTY LINE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE EXISTING UTILITY POLE/GUIDE WIRE SIGNS PROPOSED REDUCER EXISTING FIRE HYDRANT/VALVE/METER INDICATES THE NUMBER OF TYP. PARKING SPACES PARKING INDICATOR HANDICAP PARKING PROPOSED BUILDING ENTRANCE VEHICLES PER DAY COUNT PROPOSED FIRE HYDRANT/VALVE/METER LIGHT POLE EXISTING TREE LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING CENTERLINE EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR PROPOSED CONTOUR PROJECT INFORMATION FIRE MARSHAL'S NOTE GENERAL PLAN AND CONSTRUCTION NOTES VDOT GENERAL NOTES Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with the Manual On Uniform Traffic Control Devices. V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. V24. Approval of these plans shall expire five (5) years from the date of the approval letter. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V27.The contractor/developer and subcontractors will be required to submit detailed Maintenance of Traffic plans for the work to be pursued throughout the life of the project for review and consideration of approval by the VDOT Engineer. Additional MOT plans may be required that combine or require revisions to the existing TTC's in the latest edition of the Virginia Work Area Protection Manual. The VDOT Engineer shall be afforded at least 14 days to review MOT submittals for consideration of approval. GENERAL 1.Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes. This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work. GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior to this plan set being approved and sealed. 2.The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legal responsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee the issuance of any required permits by the County, State, VDOT or any other governing Agency. 3.An approved set of plans as well as all applicable permits and required documents must be available at the construction site at all times during construction. A representative of the Developer must be available at all times. 4.GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods, techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on these plans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or the Engineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any other person performing portions of the work. 5.Methods and materials used in the construction of the improvements herein shall conform to current County Construction Standards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between design specifications and these plans occur the most stringent requirement shall apply. 6.The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans and construction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon. 7.All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on these plans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible for marking, installing protecting and maintaining protection of any known sites during construction and in the event that any unknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequate protection from construction shall be installed immediately. PERMITS AND INSPECTIONS 1.The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or local agencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible for obtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identification and delineation of any wetlands that may be present on the construction site. 2.Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtain a Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a Virginia Stormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3.Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick County Public Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineer certified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, water quality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , any VSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. The Developer shall also schedule a Final on site inspection with Frederick County Public Works Department. 4.The Contractor, Owner or Developer must obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existing State right-of-way. 5.The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for the securing of any third party inspection/testing service to insure construction compliance with these plans and specifications and shall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third party inspection/testing service be employed to ensure that project is compliant and that materials installed meet the details and specifications in these plans. 6.Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate building permit. 7.Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and may require a separate building permit. UTILITIES 1.The location of existing utilities shown in these plans are taken from existing available records and may not be representative of exact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required, whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from this existing utility verification or if during the course of construction, any object of an unusual nature is encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or liable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any discrepancies between actual field conditions and the approved plan. 2.The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Any required relocation of existing utilities should be completed prior to construction. 3.The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for honoring these plans and the finished grades in the installation of their utility lines. 4.All proposed utilities to be located underground. 5.The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. 6.The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 7.All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick Water. 8.When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the Frederick County Public Works Department prior to issuance of grading and/or site development permits. 9.The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result of construction within or contiguous to an existing right-of-way or utility. 10.All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon. Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval at contractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be responsible for any redesign as a result of structural shop drawing design. 11.All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structural base design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. Greenway Engineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lighting design, once the plan is approved, shall be approved by the County prior to installation. SITEWORK 1.Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities. 2.All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the site before removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavement limits with an additional 1 foot of clearance for each foot of fill required. 3.Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend a minimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materials classified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill should not be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill material compacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted by hand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on sloping ground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placed below and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum dry density as determined by the Standard Proctor Test Method (ASTM-D698). 4.All fills greater than 2 feet shall require compaction testing. 5.All fills with slopes steeper than 3:1 or more than 10 feet in height shall require a Slope Stability Analysis. 6.All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments, hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series of horizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previous cut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeper than 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than 12:1, the bench shall be a minimum of 4 feet wide. 7.All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design only. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior to final pavement design approval. 8.Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance to ACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designed by a registered professional structural engineer. 9.The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that public streets are maintained in a clean, mud and dust free condition at all times. 10.Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control Devices (MUTCD). 11.The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 12.Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation. 13.All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 14.Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 15.All excavations shall be benched according to OSHA regulations to permit safe entry. PERMANENT STORMWATER MANAGEMENT EMBANKMENTS 1.Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall include materials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200 sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samples shall be classified. 2.All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fill shall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with a moisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557) as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer. 3.Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills beside pipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by hand tampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of any structure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depth specified by the structural live load capacity of the structure or pipe. 4.Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC, SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopes no steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the 10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6 inches of clean topsoil and stabilized with grass. 5.Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstream toe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream and downstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shall be level. 6.Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to the outside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of the cutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57 stone wrapped in geotextile fabric. 7.A geotechnical or construction inspector should be on site during embankment construction. 8.All embankment construction, compaction testing, and construction inspections shall be the responsibility of the site contractor. CONSTRUCTION STAKE-OUT/ ASBUILTS 1.All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liability for accuracy of construction. 2.All cutsheet and grades are to be reviewed by Engineer of Record prior to issuance for construction. 3.Asbuilts of the SWM system is required to verify conformance with the approved plans. Please contact GE when installation is complete. 4.All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record during construction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion of the project, must be completed by GE. TOPOGRAPHY 1.Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimum standards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows the design assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by the contractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notify Greenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notified immediately. 2.Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of any discrepancies between actual field conditions and the approved plan prior to the start of construction. FREDERICK WATER CONSTRUCTION NOTES 1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com 2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector. 7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor’s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the yoke bar. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches. d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water services ii. all sewer services. b. The owner/developer shall: i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s engineering assistant. ii. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line’s water meter and backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released. January 2019 2. Aerial, horizontal and vertical control surveys were 1. Boundary survey was performed by: performed by: (Year) Dated: Greenway Engineering Inc SURVEY AND TOPOGRAPHIC INFORMATION 10/24/2014Greenway Engineering Inc 10/24/2014 & 11/06/2020 FREDERICK WATER PROJECT INFORMATION NO ADDITIONAL DEMAND ANTICIPATED WITH THIS PROJECT. 4"@1.95%PROJECT AREA LCG LCG LCG LCG OVERALL SITE MAP AND EXISTING CONDITIONSHP HOOD SILO ADDITIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #XX-XX Rev. No.Date 3 11/16/2020 RLK/ZJ DWG # 6 2247H 40 LCG LCG LCG LCG XXXXXXXXXXXSF SFSF2683 FT² DISTURBANCE AREA 30' CONSTRUCTION ENTRANCE (REDUCED LENGTH FOR MINOR DISTURBANCE) CE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #XX-XX MINIMUM CONSTRUCTION STANDARDS An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 9VAC25-840-40 minimum standards: 1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2.During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place. 5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10.All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14.All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15.The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a.No more than 500 linear feet of trench may be opened at one time. b.Excavated material shall be placed on the uphill side of trenches. c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilization shall be accomplished in accordance with this chapter. f.Applicable safety requirements shall be complied with. 17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b.Adequacy of all channels and pipes shall be verified in the following manner: (1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b)All previously constructed man-made channels shall be analyzed by the use of a 10-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. c.If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1)Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; or (2)Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; (3)Develop a site design that will not cause the pre-development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre-development peak runoff rate from a 10-year storm to increase when runoff outfalls into a man-made channel; or (4)Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d.The applicant shall provide evidence of permission to make the improvements. e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f.If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g.Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h.All on-site channels must be verified to be adequate. i.Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j.In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. l.Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act. n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project will consist of the construction of an 40,000 gallon Silo for the HP Hood factory located in Winchester, VA. This will require instalation of a 240 square foot concrete pad with deep fondation. A total of 2683 square feet will be disturbed for construction. Date of construction: Construction will begin following plan approval and will take approximately one (1) months to complete. Existing site conditions: The site is currently utilized as an industrial facility and the disturbed area is maintained fields. The site is divided into two primary drainage area draining north and south. All areas drain to Hogue Run which is a tributary to Opequon Creek. Typical slopes range between 2% and 25%. Adjacent areas: The site is bounded by Interstate 81 on the east and woods/industrial property to the north. To the West it is bounded by three industrial/commercial properties. To the South it is bounded by 5 commercial and retail properties. Adjacent properties are zoned B2, B3, M2, and RA. Offsite areas: No offsite areas will be impacted by this project. Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet. Critical areas: No critical areas are identified with this project. Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Structural Measures: Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment carried onto roadway. Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. Vegetative Measures: Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. Management Strategies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and specifications in the Virginia Erosion and Sediment Control Handbook. Stormwater Management: No increase in runnoff expected. No change in ground covers. Maintenance Program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program: 1.Hold pre-construction meeting on site with inspector. 2.Install construction entrance. 3.Clearing and grubbing for sediment control devices only 4.Placement of sediment control devices. 5.Obtain inspector's approval prior to beginning grading operations. 6.Clear and grub main area of site protected by installed E&S controls. 7.Rough grade remainder of site. 8.Install drainage devices with sediment control. 9.Final grading. 10.Restoration and stabilization of disturbed areas. 11.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be stabilized 100% prior to installation of bioretention basins. Note: The Frederick County Public Works and Engineering Department retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH. 2.Spread topsoil at a minimum depth of four (4) inches. 3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). 4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre). 5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Dust control: 1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust.E&S NARRATIVE & PLANRev. No.Date HP HOOD SILO ADDITIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A 4 11/16/2020 RLK/ZJ DWG # 6 2247H E&S PLAN VIEW Land Disturbance/ VSMP Notes SIte disturbance area is 2683ft². The land disturbance is exempt from land disturbance permitting per Frederick County Code §143-110: "VIRGINIA EROSION AND SEDIMENT CONTROL PROGRAM (VESCP) LAND DISTURBANCE or VESCP LAND-DISTURBING ACTIVITY: Any man-made change to the land surface that may result in soil erosion from water or wind and the movement of sediments into state waters or onto lands in the Commonwealth, including, but not limited to, clearing, grading, excavating, transporting and filling of land, except that the term shall not include: I. Disturbed land areas of less than 10,000 square feet in size; however, the governing body of the program authority may reduce this exception to a smaller area of disturbed land or qualify the conditions under which this exception shall apply" The site is exempt from VSMP permitting per Frederick County Code §143-110: "VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) LAND DISTURBANCE or VSMP LAND-DISTURBING ACTIVITY: A man-made change to the land surface that potentially changes its runoff characteristics, including clearing, grading, or excavation, except that the term shall not include: D. Land-disturbing activities that disturb less than one acre of land area, except for activities that are part of a larger common plan of development or sale that is one acre or greater of disturbance; however, the governing body of any locality that administers a VSMP may reduce this exception to a smaller area of disturbed land or qualify the conditions under which this exception shall apply" TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SILT FENCE LIMITS OF CLEARING & GRADING NO. KEY SYMBOL DESCRIPTION 3.05 3.02 LCG SF CE 3.32 PS PERMANENT SEEDING EROSION/SEDIMENT CONTROL LEGEND 2.0'OIL SILO W/ 240 FT² CONCRETE PAD ELEV: 756.78 XXXXXXXXXXX16.0'15.0'2.0'OIL SILO W/ 240 FT² CONCRETE PAD ELEV: 756.78 XXXXXXXXXXX16.0'15.0'756GND 7555 GRV 0156 GRV 0156 GRV 0156 GND 2055 MIN 2 % 3' GRAVEL BORDER SEE DETAIL THIS SHEET DEMO EXISTING GRAVEL BORDER WITHIN SILO FOOTPRINT PS PS 7554"@1.95%XXXXXXXXXXXBORING LOCATION (ECS) REROUTE STORM SEWER WITH 8" SDR 21/35 @ MIN 2% FALL. CONTRACTOR TO NOTIFY ENGINEER IF FIELD CONDITIONS CONFLICT CUT IN TEE WITH SLIP COUPLINGS XXXXXXXXXXX33.5' MINSTRUCTURAL PAD 756.78 SLOPED CONCRETE, SEE STRUCTURAL PLANS PAD AND FOUNDATION DESIGN BY RUCKMAN ENGINEERING SILO SEE FELDMEIER EQUIPMENT INC DRAWINGS DATED 9/16/2020 EXISTING BUILDINGALCOVE, SEE FILDMIEIR SILO PLANS GROUND SURFACE EXTERIOR WALL/ SILO PAD 6 MIL POLY SHEET 4" VDOT #57 CRUSHED STONE PRESSURE TREATED WOOD 2"X6"2% MIN 3' COMPACTED FILL PER FOUNDATION PLANS OR UNDISTURBED GROUND 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #XX-XX Rev. No.Date AS SHOWN 5 11/16/2020 RLK/ZJ DWG # 6 2247H Silo Site/Grading Plan SCALE 1" = 10' Existing Utilities and Proposed Utility Routing SCALE 1" = 10' NOTES: 1.ALL EXISTING UTILITY LOCATIONS ARE SHOWN APPROXIMATED BASED ON AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY CONFLICTS. 2.EXISTING STORM SHOWN IS INTERPRETED FROM AVAILABLE SURVEY DATA AND HP HOOD PLANT DATA. 3.EXISTING PROCESS PIPE SHOWN PER AVAILABLE SURVEY DATA AND HP HOOD PLANT DATA NOTES: 1.GRADING TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS PAD ELEVATION SHOWN IS THE STRUCTURAL PAD ELEVATION FOR THE SILO. CONCRETE CAP TO BE POURED SLOPING AWAY FROM BUILDING. LANDSCAPE NOTES: 1.ALL EXISTING LANDSCAPING AND VEGETATION OUTSIDE THE PROPOSED PAD TO BE RESTORED TO EXISTING CONDITIONS. 2.NO ADDITIONAL LANDSCAPING PROPOSED WITH THIS PLAN = PERMANENT SEEDING, SEE DETAILS SHEET LIGHTING NOTES: 1.NO ADDITIONAL EXTERIOR LIGHTING PROPOSED WITH THIS PLAN Silo Detail NOT TO SCALE Gravel Border Detail NOT TO SCALE PS SITE DETAILSHP HOOD SILO ADDITIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #XX-XX Rev. No.Date N/A 6 11/16/2020 RLK/ZJ DWG # 6 2247H