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FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I PLANNING | LAND SURVEYING I ENVIRONMENTALPROUDLY SERVING VIRGINIA & :EST VIRGINIA
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FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA
OFFICES IN: WINCHESTER VA _ ASHBURN VA _ MARTINSBURG WV
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N 12°19'11" W 323.02'S 64°15'00" W 399.26'S 64°13'48" W 769.40'N 50°54'54" E178.11'
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SUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGESSSSSSSSUGE9101112131412345678UGEXPROJECTAREA
1" 80'3BOUNDARY AND EXISTING TOPOGRAPHY
NFCU ANNIVERSARY PATIO
REDBUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA2/17/2026RLK / JABSP# XX-XX73015JDACURVE TABLE:LINE TABLE:LINEBEARINGDISTANCEL1S 56°17'31" W45.94'L2S 33°42'29" E28.00'L3N 56°17'31" E35.46'L4S 13°11'26" E31.03'CURVERADIUSARC LENGTHDELTA ANGLECHORD BEARINGCHORD LENGTHTANGENTC12332.03'475.28'11°40'38"N 72°38'30" E474.46'238.47'L5S 06°29'23" W79.10'L6S 66°28'43" W50.01'C21030.00'58.83'3°16'22"N 23°46'01" W58.83'29.42'C31080.00'60.48'3°12'30"S 23°47'57" E60.47'30.25'C41125.00'468.54'23°51'45"N 73°43'33" E465.16'237.71'151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVSP # 11-267-April-2026
SP # 11-267-April-2026
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV
E&S NARRATIVE
NFCU ANNIVERSARY PATIO
REDBUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAAS SHOWN52/17/2026RLK / JABSP# XX-XX7RLK / JABMINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent with theVSECH for 9VAC25-840-40 minimum standards:1.Permanent or temporary soil stabilization shall be applied to denuded areas within sevendays after final grade is reached on any portion of the site. Temporary soil stabilizationshall be applied within seven days to denuded areas that may not be at final grade but willremain dormant for longer than 14 days. Permanent stabilization shall be applied to areasthat 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 orprotected with sediment trapping measures. The applicant is responsible for the temporaryprotection and permanent stabilization of all soil stockpiles on site as well as borrow areasand soil intentionally transported from the project site.3.A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered established until aground 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 measuresintended to trap sediment shall be constructed as a first step in any land-disturbing activityand shall be made functional before upslope land disturbance takes place.5.Stabilization measures shall be applied to earthen structures such as dams, dikes anddiversions immediately after installation.6.Sediment traps and sediment basins shall be designed and constructed based upon thetotal 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 ofdrainage 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 greaterthan or equal to three acres shall be controlled by a sediment basin. The minimum storagecapacity of a sediment basin shall be 134 cubic yards per acre of drainage area. Theoutfall system shall, at a minimum, maintain the structural integrity of the basin during a100-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shallcorrespond to a bare earth condition or those conditions expected to exist while thesediment basin is utilized.7.Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year of permanentstabilization shall be provided with additional slope stabilizing measures until the problemis corrected.8.Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9.Whenever water seeps from a slope face, adequate drainage or other protection shall beprovided.10.All storm sewer inlets that are made operable during construction shall be protected sothat sediment-laden water cannot enter the conveyance system without first being filteredor otherwise treated to remove sediment.11.Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanent channellining 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 minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for these structures ifarmored by nonerodible cover materials.13.When a live watercourse must be crossed by construction vehicles more than twice in anysix-month period, a temporary vehicular stream crossing constructed of nonerodiblematerial shall be provided.14.All applicable federal, state and local requirements pertaining to working in or crossing livewatercourses shall be met.15.The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16.Underground utility lines shall be installed in accordance with the following standards inaddition 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 approvedsediment trapping device, or both, and discharged in a manner that does not adverselyaffect flowing streams or off-site property.d.Material used for backfilling trenches shall be properly compacted in order to minimizeerosion 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 shallbe made to minimize the transport of sediment by vehicular tracking onto the pavedsurface. Where sediment is transported onto a paved or public road surface, the roadsurface shall be cleaned thoroughly at the end of each day. Sediment shall be removedfrom the roads by shoveling or sweeping and transported to a sediment control disposalarea. Street washing shall be allowed only after sediment is removed in this manner. Thisprovision shall apply to individual development lots as well as to larger land-disturbingactivities.18.All temporary erosion and sediment control measures shall be removed within 30 daysafter final site stabilization or after the temporary measures are no longer needed, unlessotherwise authorized by the VESCP authority. Trapped sediment and the disturbed soilareas resulting from the disposition of temporary measures shall be permanently stabilizedto prevent further erosion and sedimentation.19.Properties and waterways downstream from development sites shall be protected fromsediment deposition, erosion and damage due to increases in volume, velocity and peakflow rate of stormwater runoff for the stated frequency storm of 24-hour duration inaccordance with the following standards and criteria. Stream restoration and relocationprojects that incorporate natural channel design concepts are not man-made channels andshall be exempt from any flow rate capacity and velocity requirements for natural orman-made channels:a.Concentrated stormwater runoff leaving a development site shall be discharged directlyinto an adequate natural or man-made receiving channel, pipe or storm sewer system. Forthose sites where runoff is discharged into a pipe or pipe system, downstream stabilityanalyses 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 analysiswithin the channel is one hundred times greater than the contributing drainage area ofthe project in question; or(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater 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 a10-year storm to verify that stormwater will not overtop its banks and by the use of atwo-year storm to demonstrate that stormwater will not cause erosion of channel bedor banks; and(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm toverify that stormwater will be contained within the pipe or system.c.If existing natural receiving channels or previously constructed man-made channels orpipes are not adequate, the applicant shall:(1)Improve the channels to a condition where a 10-year storm will not overtop the banksand 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 containedwithin the appurtenances;(3)Develop a site design that will not cause the pre-development peak runoff rate from atwo-year storm to increase when runoff outfalls into a natural channel or will not causethe pre-development peak runoff rate from a 10-year storm to increase when runoffoutfalls into a man-made channel; or(4)Provide a combination of channel improvement, stormwater detention or othermeasures 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 theultimate development condition of the subject project.f.If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. The planshall set forth the maintenance requirements of the facility and the person responsible forperforming the maintenance.g.Outfall from a detention facility shall be discharged to a receiving channel, and energydissipators shall be placed at the outfall of all detention facilities as necessary to provide astabilized 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 adjacentproperty shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to adetention facility.j.In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to be separatedevelopment projects. Instead, the development, as a whole, shall be considered to be asingle development project. Hydrologic parameters that reflect the ultimate developmentcondition shall be used in all engineering calculations.k.All measures used to protect properties and waterways shall be employed in a mannerwhich 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 thataddresses any flow rate capacity and velocity requirements for natural or man-madechannels shall satisfy the flow rate capacity and velocity requirements for natural orman-made channels if the practices are designed to (i) detain the water quality volumeand to release it over 48 hours; (ii) detain and release over a 24-hour period the expectedrainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flowrate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than orequal 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 isequal to the runoff volume from the site when it was in a good forested condition dividedby the runoff volume from the site in its proposed condition, and shall be exempt from anyflow rate capacity and velocity requirements for natural or man-made channels as definedin 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 velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance 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 suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision 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 theVirginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfythe requirements of this subdivision 19.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly aspossible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness 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 atany 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, atwhich time the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order tocontrol erosion and contain sediment on site. All measures shall be installed according to thestandards and specifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:No Stormwater Management is proposed with this plan.Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative andwithin 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Anydamaged structural measures are to be repaired by the end of the day. Seeded areas shall bechecked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilizedand reseeded as needed until grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, 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.Placement of sediment control devices.3.Obtain inspector's approval prior to beginning grading operations.4.Clear and grub main area of site protected by installed E&S controls.5.Rough grade site area.6.Final grading.7.Restoration and stabilization of disturbed areas.8.Remove erosion and sediment control measures with the approval of the inspector. .Note: The Frederick County Public Works and Engineering Department retain the right to addand/or modify these erosion and sediment control measures during the constructionprocess, within reason, to ensure adequate protection to the public and theenvironment.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 1,000square 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 peracre).5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% RedTop Clover.6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchoredwith 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 noconstruction traffic.2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surfaceis wet and repeated as needed to control dust.EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.FILTER FABRICFLOW4"FLOW1.SET POSTS AND EXCAVATE A4"X4" TRENCH UPSLOPEALONG THE LINE OF POSTS.3.ATTACH THE FILTER FABRIC TOTHE WIRE FENCE AND EXTENDIT INTO THE TRENCH.4.BACKFILL AND COMPACTTHE EXCAVATED SOIL.2.STAPLE WIRE FENCING TO THEPOSTS.WIREC-PCM-04-2CONSTRUCTION OF SILT FENCEWITH WIRE SUPPORT INSTALLATIONFAB. BARRIERS, SHERWOOD & WYANTv1.1SOURCE: ADAPTED FROM STRAW &OPTIONAL STONE COMBINATION*CULVERTENDWALLTOE OF FILLSILT FENCETOE OF FILLFLOW
FLOWCLASS I RIPRAP1.0'1.5:1 MAX.FLOW**DISTANCE IS 6' MINIMUM IF FLOWIS TOWARD EMBANKMENT*C-SCM-05-1SILT FENCE CULVERT INLET PROTECTIONSOURCE: VA. DSWC, VDOTv1.1VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATETO REPLACE SILT FENCE IN " HORSESHOE " WHENHIGH VELOCITY OF FLOW IS EXPECTED2.5'1.5'**LC-ECM-15-1PIPE OUTLET CONDITIONSSOURCE: VA DSWCv1.1PIPE OUTLET TO FLATAREA WITH NO DEFINEDCHANNELFILTER CLOTHKEY IN 6"-9"RECOMMENDED FOR THEENTIRE PERIMETERSECTION A-AdLa0%PLAN VIEWAA3dodoAAdoPIPE OUTLET TO WELLDEFINED CHANNEL3do(MIN.)a0%SECTION A-APLAN VIEWFILTER CLOTHKEY IN 6"-9"RECOMMENDED FOR THEENTIRE PERIMETERdNOTES1.APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET,OR CONCRETE.2.La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USINGFIGURE C-ECM-15-3 AND FIGURE C-ECM-15-43.d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NO LESS THAN 6INCHES.EROSION AND SEDIMENT CONTROL NARRATIVEDescription: The project development will consist of the construction of an anniversary patio andsidewalk connecting to the existing trail south of the parking garage. The property is zoned M1 andis located in Westview Business Centre along Security Drive in Frederick County, Virginia. The totalsite area is 35.96 acres, of which approximately 0.104 acres will be disturbed for construction.Date of construction: Construction will begin following plan approval.Existing site conditions: The site is currently developed, consisting of commercial office space,parking lots and stormwater BMP's. Stormwater is collected by the storm sewer and BMPs onsite.Adjacent areas: The site is bounded by commercial property to the north, east and west of samezoning. Property zoned RA is to the south.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 mapon this sheet.Critical areas: No critical areas are identified with this project.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structuralerosion and sediment control measures shall be constructed and maintained according to theminimum standards and specifications of the Virginia Erosion and Sediment Control Handbook.Structural Measures:Phase I & II:Install silt fence (3.05) as shown on the plans to intercept and detain small amounts of sedimentfrom disturbed areas during construction in order to prevent sediment from leaving the site.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas.Install inlet protection (3.07) and outlet protection (3.18) measures as stormwater structures areinstalled.Phase I controls shall remain into Phase II for the duration of the project or until drainage area isstabilized.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas.Contractor to coordinate relocation of existing utilities as necessary.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) daysafter final grade is reached on any portion of the site. Temporary soil stabilization shall be appliedwithin seven (7) days to denuded areas that may not be at final grade but will remain dormant forlonger than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are tobe left dormant for more than six (6) months.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/ortemporary vegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seededand mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediatelyafter constructionErosion control mats shall be installed over steep (2:1) cut and fills slope which have been broughtto final grade and seeded to protect from rill and gully erosion.SP # 11-267-April-2026
7RR6.0'R6.0'R18.0'R11.5'R46.5'R11.5'R18.0'R7.4'R7.0'PROPOSED RETENTION WALL2,020 SF MAIN PATIO AREA (WITHAPPROX. 5 TABLES AND 6 SEATS PERTABLE)PROPOSED BOULDERSPROPOSED WATER BASINEXISTING PATHEXISTING PATHENTRY STEPSPATIO SURFACE AS SPECIFIEDBY LANDSCAPE ARCHITECTDRAINAGE SWALE35.3'63.7'39' - 12" PIPE TODAYLIGHT @ 5.29%9.5'RETENTION WALL OR BOULDERSAT END OF WALL BOTH SIDESAPPROX.APPROX.EXI
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H EXISTING PATHEXISTING SWMFACILITY (DONOT DISTURB)EXISTING SWMSTRUCTUREEXISTING SWMOUTFALL (18" CPP)EXISTING PARKINGEXISTING PARKINGFLAT CURBLIMITS OF CLEARING ANDGRADING (4,537 SF)PATIO SURFACE AS SPECIFIEDBY LANDSCAPE ARCHITECTPATIO SURFACE AS SPECIFIEDBY LANDSCAPE ARCHITECTOUTLETPROTECTION12151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV
REDBUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA1" 10
NFCU ANNIVERSARY PATIO2/17/2026RLK / JABSP# XX-XX3015JDAGEOMETRY PLAN
67SITE LAYOUTNOTES:1.DESIGN IS BASED ON LANDSCAPE ARCHITECT J DUGGAN & ASSOCIATES PC.2.JOE DUGGAN PLA, VA LIC# 000531, PO BOX 605, FRONT ROYAL, VA 22630. 540-974-2475.3.PLEASE CONTACT L.A. TO CONFIRM MATERIALS TO BE USED FOR PATIO ANDPAVEMENT SECTIONS.FREDERICK WATER NOTES:1.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND DRYUTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS; PERPENDICULAR IRRIGATION LINES AND DRY UTILITYCROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION.2.VALVES, MANHOLES, ARVS AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NORSLOPED PORTION OF HANDICAPPED RAMPS; CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR.3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATEREASEMENTS.SP # 11-267-April-2026
SP # 11-267-April-2026