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PC 05-04-22 Meeting Agenda1.Call to Order 2.Adoption of Agenda – Pursuant to established procedures, the Planning Commission should adopt the Agenda for the meeting. 3.Committee Reports 4.Citizen Comments 5.Public Hearings 5.A.Rezoning #02-22 of R&J Land Development, LLC - (Mr. Klein) Submitted to rezone 1.444-acres from B3 (Industrial Transition) District to B2 (General Business) District with proffers and 15.444-acres from B3 (Industrial Transition) District to B3 (Industrial Transition) District with amended proffers. The properties are located northwest corner at intersection of Martinsburg Pike (Route 11) and Jeffs Way, and are identified by Property Identification Numbers 33-A-122A, 33-A-123, 33-A-123C, 33-A- 123D, and 33-A-123E in the Stonewall Magisterial District. 6.Other 6.A.Current Planning Applications 7.Adjourn AGENDA PLANNING COMMISSION WEDNESDAY, MAY 4, 2022 7:00 PM THE BOARD ROOM FREDERICK COUNTY ADMINISTRATION BUILDING WINCHESTER, VIRGINIA PC05-04-22REZ02-22_Redacted.pdf PC05-04-22REZ02-22TrafficImpactAnalysis.pdf 1 Planning Commission Agenda Item Detail Meeting Date: May 4, 2022 Agenda Section: Public Hearings Title: Rezoning #02-22 of R&J Land Development, LLC - (Mr. Klein) Attachments: PC05-04-22REZ02-22_Redacted.pdf PC05-04-22REZ02-22TrafficImpactAnalysis.pdf 2 REZONING APPLICATION #02-22 R&J LAND DEVELOPMENT Staff Report for the Planning Commission Prepared: April 22, 2022 Staff Contacts: M. Tyler Klein, AICP, Senior Planner Reviewed Action Planning Commission: 05/04/2022 Pending Board of Supervisors: 05/25/2022 Pending EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 05/04/22 PLANNING COMMISSION MEETING: This is an application to rezone 1.444 acres from B3 (Industrial Transition) District to B2 (General Business) District with proffers and 15.444 acres from B3 (Industrial Transition) District to B3 (Industrial Transition) District with amended proffers. This rezoning application modifies approved land uses associated with Rezoning Application (REZ) #01-06. The intended use of the proposed B2 zoned parcel is a general merchandise store (Dollar General). This site is located within the Sewer and Water Service Area (SWSA) and is located within the limits of the Northeast Land Use Plan of the Comprehensive Plan. The Comprehensive Plan envisions this area of the County as “business;” the proposed B2 (General Business) District is consistent with the future land use plan. Following a public hearing, a recommendation regarding this rezoning application to the Board of Supervisors would be appropriate. The Applicant should be prepared to adequately address all concerns raised by the Planning Commission. 3 Rezoning #02-22 R&J Land Development April 22, 2022 Page 2 This report is prepared by the Frederick County Planning Staff to provide information to the Planning Commission and the Board of Supervisors to assist them in making a decision on this application. It may also be useful to others interested in this zoning matter. Unresolved issues concerning this application are noted by staff where relevant throughout this staff report. PROPOSAL: To rezone 1.444-acres from B3 (Industrial Transition) District to B2 (General Business) District with proffers and 15.444- acres from B3 (Industrial Transition) District to B3 (Industrial Transition) District with amended proffers. This rezoning application modifies approved land uses associated with Rezoning Application (REZ) #01-06. LOCATION: The properties are located northwest corner at intersection of Martinsburg Pike (Route 11) and Jeff’s Way. MAGISTERIAL DISTRICT: Stonewall PROPERTY ID NUMBERS: 33-A-122A, 33-A-123, 33-A-123C, 33-A-123D and 33-A-123E PROPERTY ZONING: B3 (Industrial Transition) District PRESENT USE: Vacant/Undeveloped ADJOINING PROPERTY ZONING & PRESENT USE: North: RA (Rural Areas) Use: Residential South: RA (Rural Areas) Use: Residential East: RA (Rural Areas) Use: Residential/Agricultural West: Interstate 81 Use: Interstate 4 Rezoning #02-22 R&J Land Development April 22, 2022 Page 3 REVIEW EVALUATIONS: Planning & Zoning: 1) Site History The original Frederick County zoning map (U.S.G.S. Inwood Quadrangle) identifies the subject parcels as being zoned A-2 (Agricultural General). The County’s agricultural zoning districts were subsequently combined to form the RA (Rural Areas) District upo n adoption of an amendment to the Frederick County Zoning Ordinance on May 10, 1989. The corresponding revision of the zoning map resulted in the re-mapping of the subject property and all other A-1 and A-2 zoned land to the RA District. Rezoning Application #01-06 (approved March 22, 2006) rezoned the subject properties to B3 (Industrial Transition) District. 2) Comprehensive Plan The Comprehensive Plan is the guide for the future growth of Frederick County. The Comprehensive Plan is an official public document that serves as the community's guide for making decisions regarding development, preservation, public facilities and other key components of community life. The primary goal of this plan is to protect and improve the living environment within Frederick County. It is in essence; the Plan is a composition of policies used to plan for the future physical development of Frederick County. The Area Plans and Appendix I of the Comprehensive Plan are the primary implementation tools and will be instrumental to the future planning efforts of the County. Comprehensive Plan Land Use Compatibility The Northeast Frederick Land Use Plan of the Comprehensive Plan provides guidance on the future development of the property. The Plan identifies these properties with a “business” land use designation; the property is also within the limits of the Sewer and Water Service Area (SWSA). The existing B3 (Industrial Transition) zoning is generally consistent with the goals of the Comprehensive Plan. The proposed B2 (General Business) zoning on 1.444-acres is also consistent with the goals of the Plan. The intent of the B2 District is to provide large areas for a variety of business, office and service uses. General business areas are located on arterial highways at major intersections and at interchange areas. Businesses allowed involve frequent and direct access by the general public but not heavy truck traffic on a constant basis other than that required for delivery of retail goods. General business areas should have direct access to major thoroughfares and should be properly separated from residential areas. 3) Access & Transportation The site will have commercial access from Jeff’s Way, as required by approved REZ #01-06 proffers. The traffic study included with application shows that the proposed general 5 Rezoning #02-22 R&J Land Development April 22, 2022 Page 4 merchandise store (Dollar General) does not negatively impact traffic operations at the intersection of Route 11 and Jeff’s Way. 4) Potential Impacts & Proffers The rezoning proposes only a change in the land use of 1.444-acres to the B2 (General Business) District. All the other proffers, including site access, associated with the original REZ #01-06 remain unchanged. Virginia Dept. of Transportation: Please see attached letter from VDOT dated March 16, 2022 addressed from Bradley S. Riggleman, P.E. Frederick Water: Please attached letter from Eric Lawrence, Executive Director, dated February 24, 2022. Frederick County Fire Marshall: Plan approved. Frederick County Public Works: We offer no additional comments at this time. County of Frederick Attorney: Please see attached letter from Roderick B. Williams, County Attorney dated April 1, 2022. Following a public hearing, a recommendation regarding this rezoning application to the Board of Supervisors would be appropriate. The Applicant should be prepared to adequately address all concerns raised by the Planning Commission. 6 £¤11 §¨¦81 §¨¦81 §¨¦81 33 A 123D 33 A 122A 33 A 123C 33 A 123 33 A 123E 3468MARTINSBURGPIKE 3538MARTINSBURG PIKE 3588MARTINSBURGPIKE 3599MARTINSBURGPIKE 333JEREMIAH LN 3656MARTINSBURGPIKE 3683MARTINSBURGPIKE 281JEREMIAH LN 3703MARTINSBURGPIKE 3721MARTINSBURGPIKE 2060CEDARHILL RD 2020CEDARHILL RD CEDAR HILL RD WES LUKE DRJEFFS WAY MARTINSBURGPIKEApplication Parcels Sewer and Water Service A rea µ Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: April 12, 2022 Clear BrookMARTINSBURG PIKEHOPEWELL RD CEDAR HILL RD B R U C E T O W N R DJEREMIAH LNWOODSIDE RDQUARRY LN§¨¦81 §¨¦81 £¤11 0 300 600150 Feet REZ # 02 - 22: R and J Land Development, LLCPINs: 33 - A - 122A, 33 - A - 123, 33 - A - 123C, 33 - A - 123D, 33 - A - 123ERezoning from B3 to B2 and B3 to B3Location Map REZ #02-22 REZ #02-22 REZ #02-22 REZ #02-22 REZ #02-22 7 £¤11 §¨¦81 §¨¦81 §¨¦81 33 A 123D 33 A 122A 33 A 123C 33 A 123 33 A 123E 3468MARTINSBURGPIKE 3538MARTINSBURG PIKE 3588MARTINSBURGPIKE 3599MARTINSBURGPIKE 333JEREMIAH LN 3656MARTINSBURGPIKE 3683MARTINSBURGPIKE 281JEREMIAH LN 3703MARTINSBURGPIKE 3721MARTINSBURGPIKE 2060CEDARHILL RD 2020CEDARHILL RD CEDAR HILL RD WES LUKE DRJEFFS WAY MARTINSBURGPIKEApplication Parcels Sewer and Water Service A rea B2 (General Business District) B3 (Industr ial Transition District) M1 (Light Industrial District)µ Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: April 12, 2022 Clear BrookMARTINSBURG PIKEHOPEWELL RD CEDAR HILL RD B R U C E T O W N R DJEREMIAH LNWOODSIDE RDQUARRY LN§¨¦81 §¨¦81 £¤11 0 300 600150 Feet REZ # 02 - 22: R and J Land Development, LLCPINs: 33 - A - 122A, 33 - A - 123, 33 - A - 123C, 33 - A - 123D, 33 - A - 123ERezoning from B3 to B2 and B3 to B3Zoning Map REZ #02-22 REZ #02-22 REZ #02-22 REZ #02-22 REZ #02-22 8 £¤11 §¨¦81 §¨¦81 §¨¦81 33 A 123D 33 A 122A 33 A 123C 33 A 123 33 A 123E 3468MARTINSBURGPIKE 3538MARTINSBURG PIKE 3588MARTINSBURGPIKE 3599MARTINSBURGPIKE 333JEREMIAH LN 3656MARTINSBURGPIKE 3683MARTINSBURGPIKE 281JEREMIAH LN 3703MARTINSBURGPIKE 3721MARTINSBURGPIKE 2060CEDARHILL RD 2020CEDARHILL RD CEDAR HILL RD WES LUKE DRJEFFS WAY MARTINSBURGPIKEApplication Parcels Sewer and Water Service A rea Long R ange Land Use Business Industrial Rural Community Center µ Frederick C ounty Planning & Development107 N Kent StWinchester, V A 22601540 - 665 - 5651Map Created: April 12, 2022 Clear BrookMARTINSBURG PIKEHOPEWELL RD CEDAR HILL RD B R U C E T O W N R DJEREMIAH LNWOODSIDE RDQUARRY LN§¨¦81 §¨¦81 £¤11 0 300 600150 Feet REZ # 02 - 22: R and J Land Development, LLCPINs: 33 - A - 122A, 33 - A - 123, 33 - A - 123C, 33 - A - 123D, 33 - A - 123ERezoning from B3 to B2 and B3 to B3Long Range Land Use Map REZ #02-22 REZ #02-22 REZ #02-22 REZ #02-22 REZ #02-22 9 10 11 12 13 16 Owners of property adjoining the land will be notified of the Planning Commission and the Board of Supervisors meetings. For the purpose of this application, adjoining property is any property abutting the requested property on the side or rear or any property directly across a public right-of-way, a private right-of-way, or a watercourse from the requested property. The applicant is required to obtain the following information on each adjoining property including the parcel identification number which may be obtained from the office of the Commissioner of Revenue. The Commissioner of the Revenue is located on the 2nd floor of the Frederick County Administrative Building, 107 North Kent Street. Name and Property Identification Number Address Name Property # Name Property # Name Property # Name Property # Name Property # Name Property # Name Property # Name Property # Name Property # ADJOINING PROPERTY OWNERS 14 15 16 17 18 19 20 21 22 Impact Analysis Statement R&J Land Development Rezoning Dollar General Store Stonewall Magisterial District Frederick County, VA Parcel ID 33-A-123A February 5, 2022 Rev March 28, 2022 Owner: Prepared for: R&J Land Development, LLC 1631 Redbud Road Winchester, VA 22603 Prepared by: Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 23 1 IMPACT ANALYSIS STATEMENT R&J Land Development – Dollar General Introduction This project involves constructing 12,480 square foot variety store on 1.444 acres in Clear Brook, Frederick County, VA. The project is west of Route 11, east of I-81, and south of Cedar Hill Rd (Route 671). Access to the site will be from Jeff's Way. Figure 1 shows the location of the project. The parent parcel of which the proposed B2 area is a part, was rezoned to B-3 in 2006 with rezoning RZ# 01-06. To create the proposed B-2 zoned area, the proffers for rezoning RZ# 01-06 are revised to maintain originally proffered conditions and account for proffers floor areas. Figure 1 Project location map The rezoning site is currently vacant and undeveloped. The site is bounded by Route 11 to the east, undeveloped land, and I-81 to the west. To the north is more undeveloped land with sparse residential units, and to the south is the Pine Knoll Construction office. Proposed B2 Rezoning RZ# 01-06 24 2 Site Suitability 100 Year Flood Plains – The site is outside of the 100-year flood plain as can be seen in the FEMA flood hazard mapping shown in Figure 2. Figure 2 Floodplain Map Wetlands – A desktop review of the US Fish and Wildlife Service's National Wetland Inventory mapping shows there are no known wetlands on the site. See Figure 3 Project Location 25 3 Figure 3 National Wetland Inventory Map Steep Slopes – Based on field observations and 5 ft contour mapping provided by the Frederick County GIS, the site has been found to be generally flat, without any steep slopes. Mature Woodlands – There are no areas of mature woodlands on the site. Prime Agricultural Soils – Based on data from the USDA Web Soil Survey, all areas of the site with soils type Oaklet Silt Loam, 32B, are prime farmland. See Figure 4. Project Location 26 4 Figure 4 USDA Soils Map Soil or Bedrock Conditions which would create Construction Difficulties or Hazards – A review of the USDA Web Soil Survey indicates that the depth restrictive features are over 80 inches. Site excavations are not expected to go that deep. Surrounding Properties The proposed rezoning area is a portion of a larger parcel that is zoned B3. Residual B3 land will surround the rezoned parcel on the west and south. Also, to the west is I-81. To the south, east and north are rural lot residential properties that are zoned RA. Traffic Stowe Engineering has prepared a Traffic Impact Study for the project. The study shows that the proposed Dollar General store does not negatively impact traffic operations at the intersection of Route 11 and Jeff’s Way. The intersection movements continue to operate at a Level of Service of “A” or ”B” in the AM and PM peak hours through the Design Year 2029. 27 5 Sewage Conveyance and Treatment Wastewater from the site will be collected and pumped through the existing Frederick Water force mains on the site and gravity mains elsewhere. The wastewater will be treated at the Opequon wastewater treatment plant, which has a capacity of 12.6 million gallons a day. Water Supply Frederick Water will provide water service to the project. An existing 8" water main is in place at the front of the site. Frederick Water is constructing a new water plant a short distance away that will be rated at 8 million gallons a day. Drainage Drainage from the site flows to the northeast to Turkey Run. Post-development drainage from the site will be routed through stormwater management facilities to control the quantity and quality of stormwater leaving the site. Solid Waste Disposal Facilities Collection of solid waste will occur through on-site dumpsters and private haulers. The Civil Engineering Reference Manual, 4th edition, uses a solid waste generation rate of 5.4 cubic yards per 1,000 square feet of floor area. Applying this rate, 12,480 sf store will generate 67 cubic yards of solid waste per year. The solid waste will be transferred to the Frederick County Landfill Facility by private licensed commercial carriers. Historical Site and Structures A review of the online Virginia Dept. of Historic Resources records did not show any historic architectural or archeological sites in the proposed development area. One site was observed on the adjacent property to the south of the site and another on the adjacent property to the north of the site. Site 034-0930. A review of the VA Department of Historic Resources records showed the existing structure on the property to the north as being historic. The home was identified as the Edward Joliffe house. The home was built in the 1850 Antebellum Period as a single-family dwelling. Figure 7 shows the location of the home. Site 034-0931. The VA Department of Historic Resources records also showed the existing structure on the property to the south as being historic. The home was identified as the Dr. 28 6 Cochran house. The home was built in the 1905 as a single-family dwelling. Figure 7 shows the location of the home. A vegetative screening will be used to protect the viewshed of the site from the visual impacts of the proposed development. Figure 5 VA Department of Historic Resources Map Impact on Community Facilities Educational Facilities – This project will not add children to the school system. Emergency Services – Police protection will be provided by the Frederick County Sheriff Department. The property is in the first response area for the Clear Brook Fire and Rescue station. Therefore, response times from the station to the site are reasonable. Parks and Recreation – This project will not add to the population of Frederick County and, therefore, will not increase the demand for Parks and Recreational services. Solid Waste – As previously stated, the site will generate 67 cubic yards of waste per year. Waste will be collected in private bins and transported by private haulers to the Frederick County land fill. 29 EDINBURG RESIDENCY LAND USE MEMORANDUM DATE: March 16, 2022 TO: Tim Stowe, P.E., Stowe Engineering FROM: Bradley S. Riggleman, P.E., Area Land Use Engineer RE: Rezoning Comments – R&J Land Development _________________________________________________________________________________ Mr. Stowe, This office received an application on February 15, 2022 for a proposed 1.444-acre rezoning for a portion of TM 33 A 123 from B3 to B2 w/conditions for R&J Land Development. This property is located at the corner of US Rt. 11 and Jeff’s Way, in northern Frederick County. A rezoning application (signed 2/7/2022), impact analysis statement (dated 2/5/22), Traffic Impact Analysis (dated 2/9/22), and proffer letter (dated 2/9/22) are the subject of this review. Comments are as follows: Impact and Traffic Analysis • The Impact and Traffic Analysis appear to be complete and acceptable from a transportation perspective. Rezoning Application • The proposed change from B3 to B2 w/conditions should not have a significant impact the roadway network. The proffer statement prohibits the use of quick-service restaurant with drive-thru lanes and gas/fueling station, with or without a convenience store, which are high traffic generators. Given these restrictive proffers, there would be minimum change to the traffic generation potential compared to the existing zoning. General Comments: • Access to this site will need to be designed in accordance to the most current revisions of the VDOT Road Design Manual, Road and Bridge Standards & Specifications, the Virginia Work Area Protection Manual, and all other applicable manuals, regulations, and standards. Site access will be evaluated during site plan review. VDOT appreciates the opportunity to provide input on this potential rezoning. Please feel free to contact me at 540-534-3223 if you have any questions or concerns. Residency Cc: John Bishop, Frederick County, Assistant Director, Transportation Tyler Klein, Frederick County, Senior Planner File 30 From:John Bishop To:Tim Stowe Subject:R&J Land Development Rezoning Date:Thursday, March 24, 2022 12:41:52 PM Tim, Thank you for the opportunity to comment on the R&J land development rezoning package. At this time I do not have anything to add to VDOT’s comment, which was submitted on March 16, 2022. Should conditions change through the rezoning process or new information come too light, I reserve the right to update this comment. thank you John John Bishop Assistant Director-Transportation Frederick County Planning and Development 31 32 315 Tasker Road PH (540) 868-1061 Eric R. Lawrence Stephens City, Virginia 22655 Fax (540) 868-1429 Executive Director www.FrederickWater.com Water At Your Service February 24, 2022 Tim Stowe Stowe Engineering, PLC 103 Heath Court Winchester, Virginia 22602 RE: Rezoning Application Comment R&J Development, LLC - Dollar General Store Tax Map Numbers: 33-A-123 1.444 acres Dear Mr. Stowe: Thank you for the opportunity to offer review comments on the R&J Land Development (Dollar General Store) commercial rezoning application package, dated February 7, 2022, and received at Frederick Water on February 18, 2022. Frederick Water offers comments limited to the anticipated impact/effect upon Frederick Water’s public water and sanitary sewer system and the demands thereon. The project parcel is located within the sewer and water service area (SWSA), and therefore by county policy, Frederick Water’s water and sewer services are available. The application’s Impact Statement is silent on the projected quantities of water and sewer generation from the proposed land use, but the zoning districts (existing B3 and proposed B3) suggest demands will be similar to potential demands under the existing land use permitted by the underlying zoning. It is noted that neither the potential square footage nor the water and sewer demand projections are included in a proffer statement, so actual water and sewer demands could vary significantly based upon ultimate land use. Water service is available via existing 6- and 12-inch water mains located on properties south of the site. The applicant will need to obtain easements. Adequate drinking water supply presently exists. 33 Page 2 R&J Development LLC commercial rezoning application Tim Stowe February 24, 2022 A Frederick Water sanitary sewer forcemain exists on the property to the south, which serves the existing building on Jeffs Way. The applicant will need to obtain easements. This forcemain contributes to a forcemain that ultimately flows to the Opequon Water Reclamation Facility (OWRF). Treatment capacity does presently exist at the OWRF. Water and sanitary sewers are to be constructed in accordance with Frederick Water standards and specifications. Easements will be required to accommodate infrastructure that is dedicated to Frederick Water. Please be aware that Frederick Water is offering these review comments without the benefit or knowledge of a proffered proposed use and water and sewer demands for the site. Please keep in mind that water supplies and sanitary sewer conveyance capacities change daily; with each new customer connection bring additional demands and generated flows. Additional upgrades to the sanitary sewer system may be necessary for the project to connect and contribute to the system once the site’s sanitary sewer generations are known. This letter does not guarantee system capacities to accommodate your development proposal. Thank you for the opportunity to offer review comments. Sincerely, Eric R. Lawrence Executive Director 34 35 36 37 COUNTY OF FREDERICK Roderick B. Williams County Attorney 540/722-8383 Fax 540/667-0370 E-mail rwillia@fcva.us April 1, 2022 VIA EMAIL Mr. Tim Stowe Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 Re: Rezoning Application – R&J Land Development/Dollar General Rezoning Tax Parcel Numbers 33-A-122A, 33-A-123, 33-A-123C, 33-A-123D – 16.89± Acres (the “Property”) Proposed Proffer Statement (the “Proffer Statement”) (Amendment to Proffer Statement for Rezoning #01-06) Dear Tim: You have submitted to Frederick County for review the Proffer Statement, for the proposed rezoning of the Property, 16.89± acres in the Stonewall Magisterial District, from the B3 (Industrial Transition) District with proffers to the B3 (Industrial Transition) District with revised proffers (15.444± acres) and from the B3 (Industrial Transition) District with proffers to the B2 (General Business) District with proffers (1.444± acres), by R&J Land Development, LLC (the “Owner”). I have now reviewed the Proffer Statement and it is my opinion that the Proffer Statement would be in a form to meet the requirements of the Frederick County Zoning Ordinance and the Code of Virginia, and would be legally sufficient as a proffer statement, subject to the following comments:  The approach of treating this as an overall amendment of the proffers from Rezoning #01-06 is a good one. It does, however, constitute a new rezoning and, toward that end: o References to “amended” in the heading and in the first paragraph should be deleted. o Rezoning number references should be to whatever number is assigned to the current matter and not to #01-06. o The original date of the proffers can refer to the 2006 document, but should be to March 2, 2006, the date of the actual proffers that the Board accepted. Any prior dates 38 Mr. Tim Stowe April 1, 2022 Page 2 are of drafts that are, at this point, lost to history, not meaningful, and only end up creating confusion. o Any previously satisfied proffer obligations may be noted with a bracketed reference after each: [Obligation has previously been satisfied]. I believe this may be the case for Proffers A.1.b and A.1.e. o Also, while we are perhaps engaging in some clean up exercises, I believe that the use of the sub “i.” level in the text may be deleted as there are no sub “ii.” items (except in Proffer A.3.a.), and the text for each may simply appear following the respective current headings.  The acreage references in the heading and in the first paragraph have an extraneous dash that may be deleted.  The parcel numbers are not correct; they should be 33-A-122A, 33-A-123, 33-A-123C, and 33-A-123D.  For clarity, as an additional paragraph after the second paragraph should state to the effect: References herein to the “the property” or “this property” are to the 16.89± acres comprised of parcels 33-A-122A, 33-A-123, 33-A-123C, and 33-A-123D.  In Proffer A.1.a., there is an extraneous “3” in the last sentence.  In Proffer A.1.b., the words “frontage” and “road” have been reversed.  In Proffer A.1.c., “long” should be “along” in the first sentence.  In Proffer A.1.d., “prorate” should be “prorated” in the first sentence.  In Proffer A.5., there are two typographical errors: “Mop bile” and “20,0-00”.  In Proffer A.8.c., to improve clarity from the 2006 version, “will erect” might better read “may erect” and “tenants” might better read “businesses operating on the property”. I have not reviewed the substance of the proffers as to whether the proffers are suitable and appropriate for this specific development, as my understanding is that review will be done by staff and the Planning Commission. County Attorney cc: Department of Planning & Development 39 40 41 Prepared for: R&J Land Development, LLC 1631 Redbud Road Winchester, VA 22603 Prepared by: Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 Traffic Impact Study Dollar General Clear Brook, Frederick County, VA February 9, 2022 2/9/22 42 Table of Contents ...................................................................................................................................................................... 0 February 5, 2022 ....................................................................................................................................... 0 Executive Summary ....................................................................................................................................... 3 Introduction and Background Information ................................................................................................... 1 Project Location and Description .............................................................................................................. 1 Non-existent transportation Improvements ............................................................................................ 2 TIA Scoping ................................................................................................................................................ 2 Study Area ................................................................................................................................................. 2 Existing Roadway Description ................................................................................................................... 3 Nearby Land Uses ..................................................................................................................................... 3 Comprehensive Plan ............................................................................................................................. 3 Zoning.................................................................................................................................................... 5 VDOT Functional Classification ................................................................................................................. 6 Multi-Modal Access .................................................................................................................................. 7 Future Transportation Improvements ...................................................................................................... 7 Analysis of Existing Conditions ...................................................................................................................... 8 Existing Traffic Operations ........................................................................................................................ 8 Intersection Level of Service Criteria ............................................................................................................ 8 Assessment of the Existing Conditions: .................................................................................................... 8 Analysis of Future Conditions Without Development (Background) .......................................................... 10 Traffic Growth ......................................................................................................................................... 10 Assessment of Traffic Operations without the Development ................................................................ 10 Site Trip Generation .................................................................................................................................... 12 Pass-By Trips ............................................................................................................................................... 12 Site Traffic Distribution and Assignment .................................................................................................... 12 Analysis of Future Conditions with the Development (Build-out) .............................................................. 14 Site Entrances ......................................................................................................................................... 14 Assessment of Traffic Operations with the Development ...................................................................... 15 Design Year Traffic Operations with Development and Mitigation ............................................................ 16 Traffic Growth ......................................................................................................................................... 16 43 Traffic Operations ................................................................................................................................... 16 Conclusions and Recommendations ........................................................................................................... 18 44 Executive Summary This Traffic Impact Analysis evaluates the transportation impacts resulting from the development of a 1.44-acre site for a 12,480 SF Dollar General store in Frederick County, Virginia. The site is on the west side of Route 11, approximately 0.4 miles north of Clear Brook, VA. The property of which the proposed rezoning parcel is a part, was rezoned to B-3 in 2006 with rezoning RZ# 01-06. That rezoning proffered to limit the combined floor area on the property to 128,000 SF, with no more than 8,000 SF of that area used for a restaurant (SIC 581). Approximately 24,000 SF of floor area is in place and operational on the site with a B3 use. The requested rezoning will convert 12,480 SF of the remaining 103,520 SF to a B2 use, General Merchandise Store The proposed development consists of a 12,480 SF variety store on 1.44 acres. A single site entrance will connect to Jeff's Way. Traffic associated with the development will use Route 11 to travel north and south. This engineer believes that the transportation impacts of this rezoning are both manageable and acceptable for this project setting with the implementation of these recommended improvements. Additionally, with the modifications suggested in this TIA, the study intersections can accommodate traffic from this site development. 45 Introduction and Background Information Page | 1 Introduction and Background Information Project Location and Description This project involves constructing 12,480 square foot variety store on 1.2 acres in Clear Brook, Frederick County, VA. The project is west of Route 11, east of I-81, and south of Cedar Hill Rd (Route 671). Access to the site will be from Jeff's Way. Figure 1 shows the location of the project. Figure 1 Project Location Map The property of which the proposed rezoning parcel is a part, was rezoned to B-3 in 2006 with rezoning RZ# 01-06. That rezoning proffered to limit the combined floor area on the property t0 128,000 SF, with no more than 8,000 SF of that area used for a restaurant (SIC 581). Approximately 24,000 SF of floor Project Location 46 Introduction and Background Information Page | 2 area is in place and operational on the site with a B3 use. The requested rezoning will convert 12,480 SF of the remaining 103,520 SF to a B2 use, General Merchandise Store. Non-existent transportation Improvements A review of the VDOT Six-Year Improvement Plan and the Smart Scale Dashboard did not show any active projects for this area. TIA Scoping A Traffic Study Pre-Scope of Work meeting was held with VDOT on December 14th, 2021. A VDOT Chapter 527/870 traffic study is not required for the proposed land use application since the proposed trips are not more than the 5,000 vpd volume threshold. A copy of the final scoping document is included in Appendix A. Study Area The study area for this analysis includes the existing intersection of route 11 and Jeff's Way. Figure 2 shows the study area reference numbers of the intersection studied in this analysis. Figure 2 Traffic data collection and study intersection locations n Map Source: Frederick County GIS 24 hr count 1 Exit 321 T.M. count 47 Introduction and Background Information Page | 3 Existing Roadway Description The public street network in the vicinity of the site is summarized below, with the existing characteristics and road functional classifications (same for VDOT and County): • US Route 11 (Martinsburg Pike) is a 2-lane highway from its intersection with Brucetown Road to the north of Jeff's Way, at which point it transitions to two northbound lanes and one southbound lane. A southbound right turn lane and a northbound left-turn lane are in place. The roadway has a shoulder and ditch typical section through the study area. The VDOT average annual weekday traffic volume (AAWDT) on this section of Route 11 was 7,500 in 2019. The posted speed limit through this area is 45 mph. • Jeff's Way (private street) is a two-lane road on the west side of Route 11. The pavement is 24 feet wide with gravel shoulders. There was no observed posted speed limit. Nearby Land Uses The site is bounded by Route 11 to the east, undeveloped land, and I-81 to the west. To the north is more undeveloped land with sparse residential units, and to the south is more undeveloped land. Comprehensive Plan The 2035 Frederick County Comprehensive Plan envisions the land use for business, as shown in Figure 3. 48 Introduction and Background Information Page | 4 Figure 3 2035 Frederick County Comprehensive Plan Land Use Project Location 49 Introduction and Background Information Page | 5 Zoning The current zoning on the site is B3, transitional business. See Figure 5. Figure 4 Zoning Map Project Location 50 Introduction and Background Information Page | 6 VDOT Functional Classification The VDOT Functional Plan for this portion of Frederick County is shown in Figure 5, which shows Route 11 (Martinsburg Pike) as a "Major Collector" in the vicinity of the study area. The functional designation establishes the VDOT Access Management requirements for median crossovers and traffic control. Figure 5 Approved Roadway Functional Classification Map Project Location 51 Introduction and Background Information Page | 7 Multi-Modal Access The existing roadway network does not include continuous pedestrian access. Bike lanes are not included in the existing roadway typical sections. Future Transportation Improvements As stated earlier in this section, A review of the VDOT Six-Year Improvement Plan and the Smart Scale Dashboard did not show any active projects for this area. 52 Analysis of Existing Conditions Page | 8 Analysis of Existing Conditions Existing Traffic Operations Traffic counts were taken on Wednesday, January 12th, 2022, from 6:00 AM to 9:00 AM and from 3:00 PM to 6:00 PM to identify the peak traffic volume hours. The morning peak hour occurs from 7:00 AM to 8:00 AM, and the evening peak hour is from 4:45 PM to 5:45 PM. The traffic count data is included in Appendix B. The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 6 and 7. The approach LOS for the stop-controlled leg of the unsignalized intersection is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM mode are from Synchro 11. The Synchro calculation worksheets are in Appendix C. Intersection Level of Service Criteria The Highway Capacity Manual methodologies for intersection and roadways Levels of Service (LOS) were used to measure the performance of the study intersections. LOS measures vehicle operator delays with the overall driving experience through a particular facility. Performance is quantified with designations of LOS 'A' through 'F' based on the average control delay (given in seconds per vehicle) per lane group and the overall intersection. These LOS designations describe the performance of the intersection from the motorist's perspective, with LOS 'A' representing free-flowing conditions and LOS' F' representing congested conditions. Delay is the additional travel time experienced by a driver, passenger, or pedestrian. Control delay results when a traffic control device (such as a traffic signal) causes a lane group to reduce speed or stop; it is measured compared to an uncontrolled condition. A LOS "C" is preferred for rural conditions. Assessment of the Existing Conditions: • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at LOS of "A" in the AM and PM peak hours. 53 Analysis of Existing Conditions Page | 9 Table 1 2022 Existing Level of Service, Delay, and Back of Queue (95%) AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 2 (0) 315 (241) 0 (0) 8 (5) 6,940 3 (3) 132(431) 1 Jeff’s Way Route 11 B (A) A (A) LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.0 0 A 7.8 0 NB LOS -A 0.4 -A 0.1 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 10.2 25 A 9.9 25 EB LOS -B 10.2 -A 9.9 - Overall -0.4 --0.3 - - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. Lane/Approach#Intersection Traffic Control/ Mitigation AM Peak Hour PM Peak Hour Storage Lengths (ft) 1 Jeff's Way & Route 11 Unsignalized Figure 5 Existing Traffic Volumes Figure 6 Existing Levels of Service and Lane Configurations 54 Analysis of Background Conditions Page | 10 Analysis of Future Conditions Without Development (Background) The 2023 traffic volumes represent the future traffic volumes in the study area. The traffic volumes have increased because of land-use changes and regional growth without the proposed Dollar General store. The parent parcel of land was rezoned in 2006 to B3 zoning. With that rezoning, PHR&A provided a traffic study with an addendum dated 2/13/06, which provides the trip generation rates for the proposed 16.9-acre development. A portion of the forecasted development is in place and operational today. The remaining undeveloped land is included in the background traffic volumes and analysis. See Table 2. Table 2 Background trips for undeveloped R&J lands The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 7 and 8. The LOS by lane group, approach, overall grade, and back of queue values for each of the study intersections for the weekday AM and PM peak hours in background conditions are shown in Table 2. For the unsignalized intersections, the approach LOS for the stop-controlled leg is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM mode are from Synchro 11. The Synchro calculation worksheets are in Appendix C. Traffic Growth Traffic volumes in the background scenario are increased at an annual rate of 1%. This growth rate is considered conservative. • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at a LOS of "A" in the AM and PM peak hours. enter exit Total enter exit Total GA Heavy Industrial (LU 120)1000 SQ FT 120 54 7 61 3 20 23 180 H-T Restaurant (LU 932)1000 SQ FT 8 48 44 92 53 34 87 1017 Total 102 51 153 56 54 110 1197 GA Heavy Industrial (LU 120)1000 SQ FT 24 11 1 12 1 4 5 36 H-T Restaurant (LU 932)1000 SQ FT 0 0 0 0 0 0 0 0 Total -11 -1 -12 -1 -4 -5 -36 Remaining Background Trips 91 50 141 55 50 105 1161 Units AmountLand Use Trips approved with Rezoning RZ#01-06Portion of Land Use completeAM PM ADT 55 Analysis of Background Conditions Page | 11 Table 3 2023 No-Build Level of Service, Delay, and Back of Queue (95%) AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 11 (6) 318 (243) 5 (5) 53 (50) 7,970 85 (53) 133(435) 1 Jeff’s Way Route 11 B (A) A (A) LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.7 25 A 8.0 0 NB LOS -A 5.0 -A 0.8 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 11.8 25 B 11.6 25 EB LOS -B 11.8 -B 11.6 - Overall -3.8 --2.3 - 1 Jeff's Way & Route 11 Unsignalized - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. #Intersection Traffic Control/ Mitigation Lane/Approach PM Peak Hour Storage Lengths (ft) AM Peak Hour Figure 7 No-Build Traffic Volumes Figure 8 No-Build Levels of Service and Lane Configurations 56 Site Traffic Distribution and Assignment Page | 12 Site Trip Generation Trip generation for the site is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The trip generation values for a Land Use 814, Variety Store are summarized in Table 4. Table 4 Site Trip Generation Source: ITE Trip Generation Manual, 11th Edition Pass-By Trips Pass-by trip reductions consider site trips drawn from the existing traffic stream on an adjacent street, recognizing that trips drawn to a site would otherwise already traverse the adjacent street regardless of the site's existence. For this project, a northbound vehicle on Route 11 that patronizes the Dollar General and continues north upon completing their store visit is considered a pass-by trip. The ITE Trip Generation Handbook gives a pass-by rate of 34% for land use 814 Variety Store. Site Traffic Distribution and Assignment Trips generated by the development are distributed with 40% to the north and 60% to the south. Trip distributions for the development generated trips, and the pass-by trips are shown in Figures 9, 10, and 11. enter exit Total enter exit Total Enter Exit Total Variety Store (814)1000 SQ FT 12 20 16 36 41 39 80 382 382 764 Pass-By Trips 6 6 12 14 13 27 Total 20 16 36 41 39 80 382 382 764 Units AmountLand Use AM PM ADT 57 Site Traffic Distribution and Assignment Page | 13 Figure 9 Distribution of Development Trips AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 9 (12) 6 (10) 10 (15) 13 (17) 1 Jeff’s Way Route 11 3 (4) -3 (-4) 4 (6) 3 (4) 4 (6) -4 (-6) Figure 10 Development Generated Traffic Volumes Figure 11 Pass by Traffic Volumes 58 Analysis of Future conditions with Mitigation Page | 14 Analysis of Future Conditions with the Development (Build- out) The analysis of the 2023 Build-out condition represents the future traffic volumes in the study area with the 12,480 SF store fully operational. The traffic volumes for this analysis were computed by adding the new trips to the background traffic volumes and removing trips corresponding with 12,480 SF of heavy industrial land use from the same. Site Entrances The proposed development will have a single entrance connecting to Jeff's Way. See Figure 12 for the proposed site layout. Figure 12 Proposed Site Layout 59 Analysis of Future conditions with Mitigation Page | 15 Assessment of Traffic Operations with the Development The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 13 and 14. The LOS by lane group, approach, and overall grade and back of queue values for each of the study intersections for the weekday AM and PM peak hours in build-out conditions is shown in Table 4. For the unsignalized intersections, the approach LOS for the stop-controlled leg is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM made are from Synchro 11. The Synchro calculation worksheets are in Appendix C The effects of the development without mitigating measures are summarized below: • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at a LOS of "A" in the AM and PM peak hours. Table 5 Build-out Level of Service, Delay, and 95% Queue Length 1 Jeff’s Way Route 11 B (B) A (A) 1 Jeff’s Way Route 11 22 (21) 318 (243) 14 (21) 61 (65) 94 (71) 133(435) 8,305 LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.3 0 A 8.1 0 NB LOS -A 3.4 -A 1.1 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 11.9 25 B 13.8 50 EB LOS -B 11.9 -B 13.8 - Overall -2.6 --3.4 - 1 Jeff's Way & Route 11 Unsignalized - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. PM Peak Hour Storage Lengths (ft) AM Peak Hour #Intersection Traffic Control/ Mitigation Lane/Approach Figure 13 Build-out Traffic Volumes Figure 14 Build-out Levels of Service and Lane Configurations 60 Design Year Traffic Operations with Development and Mitigation Page | 16 Design Year Traffic Operations with Development The 2029 Design Year condition analysis represents the future traffic volumes in the study area, with the development fully operational six years after its opening. The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 15 and 16. The LOS by lane group, approach, and overall grade and back of queue values for each of the study intersections for the weekday AM and PM peak hours in design year conditions is shown in Table 5. For the unsignalized intersections, the approach LOS for the stop-controlled leg is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM mode are from Synchro 11. The Synchro calculation worksheets are in Appendix C. Traffic Growth Traffic volumes in the Design Year scenario have been increased at an annual rate of 1%. Traffic Operations • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at a LOS of "A" in the AM and PM peak hours. AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 24 (22) 338 (258) 15 (22) 65 (69) 8,815 100 (75) 142(462) 1 Jeff’s Way Route 11 B (B) A (A) Figure 15 Design Year Traffic Volumes Figure 16 Design Year Levels of Service and Lane Configurations 61 Design Year Traffic Operations with Development and Mitigation Page | 17 Table 6 Design Year level of Service, Delay, and 95% Queue Length LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.4 0 A 8.2 0 NB LOS -A 3.5 -A 1.1 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 12.3 25 B 14.7 50 EB LOS -B 12.3 -B 14.7 - Overall -2.7 --3.6 - 1 Jeff's Way & Route 11 Unsignalized - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. #Intersection Traffic Control/ Mitigation Lane/Approach PM Peak Hour Storage Lengths (ft) AM Peak Hour 62 Conclusions and Recommendations Page | 18 Conclusions and Recommendations This Traffic Impact Analysis has been prepared to evaluate the transportation impacts resulting from the development of a 1.44-acre site for a 12,480 SF Dollar General store in Frederick County, Virginia. The site is located on the west side of Route 11, approximately 0.4 miles north of Clear Brook, VA. The property of which the proposed rezoning parcel is a part, was rezoned to B-3 in 2006 with rezoning RZ# 01-06. That rezoning proffered to limit the combined floor area on the property t0 128,000 SF, with no more than 8,000 SF of that area used for a restaurant (SIC 581). Approximately 24,000 SF of floor area is in place and operational on the site with a B3 use. The requested rezoning will convert 12,480 SF of the remaining 103,520 SF to a B2 use, General Merchandise Store The proposed development consists of a 12,480 SF variety store on 1.44 acres. A single site entrance will connect to Jeff's Way. Traffic associated with the development will use Route 11 to travel north and south. This engineer believes that the transportation impacts of this rezoning are both manageable and acceptable for this project setting with the implementation of these recommended improvements. Additionally, with the modifications suggested in this TIA, the study intersections can accommodate traffic from this site development. 63 Appendix A Pre-Scope of Work Meeting Form 64 SCOPING INFORMATION Traffic Impact Analysis for R & J Development Rezoning November 30, 2021 Prepared by Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 rev. 12/16/21 65 R & J D e v e l o p m e n t Area: 2 . 7 1 a c r e s PROJECT LOCATIONR & J DevelopmentClear Brook, VA66 67 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. PRE-SCOPE OF WORK MEETING FORM Information on the Project Traffic Impact Analysis Base Assumptions The applicant is responsible for entering the relevant information and submitting the form to VDOT and the locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline, the scope of work meeting may be postponed. Contact Information Consultant Name: Tele: E-mail: Stowe Engineering - Tim Stowe 540.686.7373 timstowe@stowecompanies.com Developer/Owner Name: Tele: E-mail: R&J Development 540.686.7373 timstowe@stowecompanies.com Project Information Project Name: Dollar General store Locality/County: Frederick Co Project Location: (Attach regional and site specific location map) Martinsburg Pike (Rte 11) and Jeff's Way Submission Type Comp Plan Rezoning Site Plan Subd Plat Project Description: (Including details on the land use, acreage, phasing, access location, etc. Attach additional sheet if necessary) construction of 12,000 sq ft variety store Proposed Use(s): (Check all that apply; attach additional pages as necessary) Residential Commercial Mixed Use Other Residential Uses(s) Number of Units: ITE LU Code(s): Commercial Use(s) ITE LU Code(s): 814 Square Ft or Other Variable: 12,000 SF Other Use(s) ITE LU Code(s): Independent Variable(s): Total Peak Hour Trip Projection: Less than 100 100 – 499 500 – 999 1,000 or more 68 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Traffic Impact Analysis Assumptions Study Period Existing Year: 2021 Build-out Year: 2022 Design Year: 2027 Study Area Boundaries (Attach map) North: Cedar Hill Rd (Rte 671) South: W&W Railroad crossing East: Route 11 West: Route 11 External Factors That Could Affect Project (Planned road improvements, other nearby developments) none Consistency With Comprehensive Plan (Land use, transportation plan) Yes Available Traffic Data (Historical, forecasts) VDOT published traffic data Trip Distribution (Attach sketch) Road Name: see attachment Road Name: Road Name: Road Name: Annual Vehicle Trip Growth Rate: 1.0% Peak Period for Study (check all that apply) AM PM SAT Peak Hour of the Generator Study Intersections and/or Road Segments (Attach additional sheets as necessary) 1.Rte 11 and Jeff's Way (entrance) 6. 2. 7. 3. 8. 4. 9. 5. 10. Trip Adjustment Factors Internal allowance: Yes No Reduction: % trips Pass-by allowance: Yes No Reduction: per ITE% trips Software Methodology Synchro HCS (v.2000/+) aaSIDRA CORSIM Other Traffic Signal Proposed or Affected (Analysis software to be used, progression speed, cycle length) no adverse impacts expected due to the low volume of traffic being generated. 69 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Improvement(s) Assumed or to be Considered none Background Traffic Studies Considered none Plan Submission Master Development Plan (MDP) Generalized Development Plan (GDP) Preliminary/Sketch Plan Other Plan type (Final Site, Subd. Plan) Additional Issues to be Addressed Queuing analysis Actuation/Coordination Weaving analysis Merge analysis Bike/Ped Accommodations Intersection(s) TDM Measures Other NOTES on ASSUMPTIONS: 1. entrance for the Dollar General should be aligned wioth the Pine Knoll Construction entrance to the extent possible. 2. Wheel tracking/truck turning movements should be considered. 3. Present evidence of downzoning/traffic reduction from B3 most intense use to this use SIGNED: _________________________________ DATE: ______________ Applicant or Consultant PRINT NAME: _____________________________ Applicant or Consultant 12/16/21 Tim Stowe 70 It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. 71 R & J D e v e l o p m e n t Area: 2 . 7 1 a c r e s AM & PM Peak Hr Count 24 HR classified Count TRAFFIC COUNT LOCATIONSR & J DevelopmentClear Brook, VA72 R & J D e v e l o p m e n t Area: 2 . 7 1 a c r e s 40% 60%TRAFFIC DISTRIBUTIONR & J DevelopmentClear Brook, VA73 Appendix B Traffic Count Data 74 File Name : 1253.0 R+J Rezoning AM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 1 Groups Printed- Cars - Med Trucks - Hvy Trucks Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 06:00 AM 0 46 0 46 0 0 0 0 0 22 0 22 1 0 0 1 69 06:15 AM 0 46 0 46 0 0 0 0 0 27 2 29 0 0 0 0 75 06:30 AM 0 69 0 69 0 0 0 0 0 22 2 24 2 0 0 2 95 06:45 AM 1 51 0 52 0 0 0 0 0 33 3 36 1 0 0 1 89 Total 1 212 0 213 0 0 0 0 0 104 7 111 4 0 0 4 328 07:00 AM 0 74 0 74 0 0 0 0 0 33 0 33 2 0 0 2 109 07:15 AM 1 76 0 77 0 0 0 0 0 40 1 41 1 0 0 1 119 07:30 AM 0 85 0 85 0 0 0 0 0 24 2 26 4 0 0 4 115 07:45 AM 1 80 0 81 0 0 0 0 0 35 0 35 1 0 0 1 117 Total 2 315 0 317 0 0 0 0 0 132 3 135 8 0 0 8 460 08:00 AM 0 46 0 46 0 0 0 0 0 31 3 34 0 0 0 0 80 08:15 AM 1 66 0 67 0 0 0 0 0 32 0 32 1 0 0 1 100 08:30 AM 0 60 0 60 0 0 0 0 0 37 1 38 0 0 0 0 98 08:45 AM 0 55 0 55 0 0 0 0 0 34 0 34 0 0 0 0 89 Total 1 227 0 228 0 0 0 0 0 134 4 138 1 0 0 1 367 Grand Total 4 754 0 758 0 0 0 0 0 370 14 384 13 0 0 13 1155 Apprch %0.5 99.5 0 0 0 0 0 96.4 3.6 100 0 0 Total %0.3 65.3 0 65.6 0 0 0 0 0 32 1.2 33.2 1.1 0 0 1.1 Cars 4 718 0 722 0 0 0 0 0 332 13 345 11 0 0 11 1078 % Cars 100 95.2 0 95.3 0 0 0 0 0 89.7 92.9 89.8 84.6 0 0 84.6 93.3 Med Trucks 0 24 0 24 0 0 0 0 0 25 1 26 1 0 0 1 51 % Med Trucks 0 3.2 0 3.2 0 0 0 0 0 6.8 7.1 6.8 7.7 0 0 7.7 4.4 Hvy Trucks 0 12 0 12 0 0 0 0 0 13 0 13 1 0 0 1 26 % Hvy Trucks 0 1.6 0 1.6 0 0 0 0 0 3.5 0 3.4 7.7 0 0 7.7 2.3 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 75 File Name : 1253.0 R+J Rezoning AM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 2 Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 74 0 74 0 0 0 0 0 33 0 33 2 0 0 2 109 07:15 AM 1 76 0 77 0 0 0 0 0 40 1 41 1 0 0 1 119 07:30 AM 0 85 0 85 0 0 0 0 0 24 2 26 4 0 0 4 115 07:45 AM 1 80 0 81 0 0 0 0 0 35 0 35 1 0 0 1 117 Total Volume 2 315 0 317 0 0 0 0 0 132 3 135 8 0 0 8 460 % App. Total 0.6 99.4 0 0 0 0 0 97.8 2.2 100 0 0 PHF .500 .926 .000 .932 .000 .000 .000 .000 .000 .825 .375 .823 .500 .000 .000 .500 .966 Cars 2 306 0 308 0 0 0 0 0 118 3 121 8 0 0 8 437 % Cars 100 97.1 0 97.2 0 0 0 0 0 89.4 100 89.6 100 0 0 100 95.0 Med Trucks 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0 10 % Med Trucks 0 1.6 0 1.6 0 0 0 0 0 3.8 0 3.7 0 0 0 0 2.2 Hvy Trucks 0 4 0 4 0 0 0 0 0 9 0 9 0 0 0 0 13 % Hvy Trucks 0 1.3 0 1.3 0 0 0 0 0 6.8 0 6.7 0 0 0 0 2.8 Route 11 Jeff's Way Private Drive Route 11 Right 2 0 0 2 Thru 306 5 4 315 Left 0 0 0 0 InOut Total 118 308 426 5 5 10 9 4 13 132 449 317 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 Left 3 0 0 3 Thru 118 5 9 132 Right 0 0 0 0 Out TotalIn 314 121 435 5 5 10 4 9 13 323 458 135 Left0 0 0 0 Thru0 0 0 0 Right8 0 0 8 TotalOutIn5 8 13 0 0 0 0 0 0 5 13 8 Peak Hour Begins at 07:00 AM Cars Med Trucks Hvy Trucks Peak Hour Data North Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 76 File Name : 1253.0 R+J Rezoning AM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 3 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 77 File Name : 1253.0 R+J Rezoning PM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 1 Groups Printed- Cars - Med Trucks - Hvy Trucks Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 03:00 PM 0 42 0 42 0 0 0 0 0 66 0 66 1 0 0 1 109 03:15 PM 0 52 0 52 0 0 0 0 0 83 0 83 0 0 0 0 135 03:30 PM 0 63 0 63 0 0 0 0 0 85 1 86 0 0 0 0 149 03:45 PM 0 53 0 53 0 0 0 0 0 112 1 113 1 0 1 2 168 Total 0 210 0 210 0 0 0 0 0 346 2 348 2 0 1 3 561 04:00 PM 0 47 0 47 0 0 0 0 0 115 0 115 1 0 0 1 163 04:15 PM 0 57 0 57 0 0 0 0 0 99 1 100 0 0 0 0 157 04:30 PM 0 60 0 60 0 0 0 0 0 92 1 93 1 0 0 1 154 04:45 PM 0 47 0 47 0 0 0 0 0 122 2 124 1 0 0 1 172 Total 0 211 0 211 0 0 0 0 0 428 4 432 3 0 0 3 646 05:00 PM 0 73 0 73 0 0 0 0 0 111 0 111 4 0 0 4 188 05:15 PM 0 51 0 51 0 0 0 0 0 104 0 104 0 0 0 0 155 05:30 PM 0 70 0 70 0 0 0 0 0 94 1 95 0 0 0 0 165 05:45 PM 0 42 0 42 0 0 0 0 0 98 0 98 0 0 0 0 140 Total 0 236 0 236 0 0 0 0 0 407 1 408 4 0 0 4 648 Grand Total 0 657 0 657 0 0 0 0 0 1181 7 1188 9 0 1 10 1855 Apprch %0 100 0 0 0 0 0 99.4 0.6 90 0 10 Total %0 35.4 0 35.4 0 0 0 0 0 63.7 0.4 64 0.5 0 0.1 0.5 Cars 0 639 0 639 0 0 0 0 0 1147 4 1151 8 0 1 9 1799 % Cars 0 97.3 0 97.3 0 0 0 0 0 97.1 57.1 96.9 88.9 0 100 90 97 Med Trucks 0 10 0 10 0 0 0 0 0 21 2 23 1 0 0 1 34 % Med Trucks 0 1.5 0 1.5 0 0 0 0 0 1.8 28.6 1.9 11.1 0 0 10 1.8 Hvy Trucks 0 8 0 8 0 0 0 0 0 13 1 14 0 0 0 0 22 % Hvy Trucks 0 1.2 0 1.2 0 0 0 0 0 1.1 14.3 1.2 0 0 0 0 1.2 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 78 File Name : 1253.0 R+J Rezoning PM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 2 Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 47 0 47 0 0 0 0 0 122 2 124 1 0 0 1 172 05:00 PM 0 73 0 73 0 0 0 0 0 111 0 111 4 0 0 4 188 05:15 PM 0 51 0 51 0 0 0 0 0 104 0 104 0 0 0 0 155 05:30 PM 0 70 0 70 0 0 0 0 0 94 1 95 0 0 0 0 165 Total Volume 0 241 0 241 0 0 0 0 0 431 3 434 5 0 0 5 680 % App. Total 0 100 0 0 0 0 0 99.3 0.7 100 0 0 PHF .000 .825 .000 .825 .000 .000 .000 .000 .000 .883 .375 .875 .313 .000 .000 .313 .904 Cars 0 235 0 235 0 0 0 0 0 420 1 421 4 0 0 4 660 % Cars 0 97.5 0 97.5 0 0 0 0 0 97.4 33.3 97.0 80.0 0 0 80.0 97.1 Med Trucks 0 2 0 2 0 0 0 0 0 7 1 8 1 0 0 1 11 % Med Trucks 0 0.8 0 0.8 0 0 0 0 0 1.6 33.3 1.8 20.0 0 0 20.0 1.6 Hvy Trucks 0 4 0 4 0 0 0 0 0 4 1 5 0 0 0 0 9 % Hvy Trucks 0 1.7 0 1.7 0 0 0 0 0 0.9 33.3 1.2 0 0 0 0 1.3 Route 11 Jeff's Way Private Drive Route 11 Right 0 0 0 0 Thru 235 2 4 241 Left 0 0 0 0 InOut Total 420 235 655 7 2 9 4 4 8 431 672 241 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 Left 1 1 1 3 Thru 420 7 4 431 Right 0 0 0 0 Out TotalIn 239 421 660 3 8 11 4 5 9 246 680 434 Left0 0 0 0 Thru0 0 0 0 Right4 1 0 5 TotalOutIn1 4 5 1 1 2 1 0 1 3 8 5 Peak Hour Begins at 04:45 PM Cars Med Trucks Hvy Trucks Peak Hour Data North Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 79 File Name : 1253.0 R+J Rezoning PM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 3 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 80 Description: US 11 between Brucetown Rd & Jeffs Way Lattitude: 39.25954County: Frederick County, VA Longitude: -78.094842 Wednesday, 1/12/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 1 2294 857 21 36 22 5 22 48 1 0 0 0 0 2 3309 Percentages 0.03%69.33%25.90%0.63%1.09%0.66%0.15%0.66%1.45%0.03%0.00%0.00%0.00%0.00%0.06%100.00% Thursday, 1/13/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 0 2352 958 27 37 32 2 25 39 4 0 0 0 0 0 3476 Percentages 0.00%67.66%27.56%0.78%1.06%0.92%0.06%0.72%1.12%0.12%0.00%0.00%0.00%0.00%0.00%100.00% ADT=7110 Speed Limit=45.00 MPH The Traffic Group, Inc. (800) 583-8411www.trafficgroup.com 81 123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000220 Station Num:000000003000 County: Frederick County, Virginia Start Date/Time:01-12-2022 00:00 End Date/Time:01-12-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 00:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 01:30 0 3 0 0 0 1 0 0 1 0 0 0 0 0 0 5 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:30 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 02:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:30 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 03:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 04:15 0 8 2 0 0 0 0 0 3 0 0 0 0 0 0 13 04:30 0 11 8 0 0 0 0 0 0 0 0 0 0 0 0 19 04:45 0 9 8 0 0 0 0 0 0 0 0 0 0 0 0 17 05:00 0 18 7 0 1 1 0 0 0 0 0 0 0 0 0 27 05:15 0 23 10 0 0 0 0 0 0 0 0 0 0 0 0 33 05:30 0 34 10 1 0 0 0 0 0 0 0 0 0 0 0 45 05:45 0 19 6 0 0 1 0 0 0 0 0 0 0 0 0 26 06:00 0 33 14 0 0 0 0 0 2 0 0 0 0 0 0 49 06:15 0 32 13 1 0 1 0 0 0 0 0 0 0 0 0 47 06:30 0 41 22 1 3 1 0 1 1 0 0 0 0 0 0 70 06:45 0 32 15 1 1 1 0 0 2 0 0 0 0 0 0 52 07:00 0 49 26 0 1 0 0 1 0 0 0 0 0 0 0 77 07:15 0 50 18 2 2 0 0 0 1 0 0 0 0 0 0 73 07:30 0 65 25 0 1 0 0 0 0 0 0 0 0 0 0 91 07:45 0 65 15 0 0 0 0 1 1 0 0 0 0 0 0 82 08:00 0 30 13 0 1 2 0 0 0 0 0 0 0 0 0 46 08:15 0 38 24 2 0 0 0 1 1 0 0 0 0 0 0 66 08:30 0 44 14 0 1 1 0 0 0 0 0 0 0 0 0 60 08:45 0 39 12 1 1 0 0 0 1 0 0 0 0 0 0 54 09:00 1 37 13 0 2 1 0 0 1 0 0 0 0 0 0 55 09:15 0 24 17 0 1 1 0 2 1 0 0 0 0 0 0 46 09:30 0 29 13 0 0 0 0 0 0 0 0 0 0 0 0 42 09:45 0 37 12 1 1 1 1 1 2 0 0 0 0 0 0 56 10:00 0 30 16 0 2 1 0 1 0 0 0 0 0 0 0 50 10:15 0 28 12 0 1 0 1 2 1 0 0 0 0 0 0 45 10:30 0 32 15 2 0 0 3 0 0 0 0 0 0 0 0 52 10:45 0 23 14 0 2 0 0 2 2 1 0 0 0 0 0 44 11:00 0 32 8 1 0 0 0 2 0 0 0 0 0 0 0 43 11:15 0 23 21 0 0 0 0 0 1 0 0 0 0 0 1 46 11:30 0 35 17 0 0 0 0 0 0 0 0 0 0 0 0 52 11:45 0 26 15 0 0 1 0 0 0 0 0 0 0 0 0 42 12:00 0 21 12 0 0 0 0 0 0 0 0 0 0 0 0 33 12:15 0 37 20 1 2 0 0 0 0 0 0 0 0 0 0 60 12:30 0 43 15 0 0 1 0 1 0 0 0 0 0 0 0 60 12:45 0 41 11 0 2 0 0 1 2 0 0 0 0 0 0 57 13:00 0 38 20 0 0 0 0 1 1 0 0 0 0 0 0 60 13:15 0 33 10 0 1 0 0 0 1 0 0 0 0 0 0 45 13:30 0 43 14 1 0 2 0 0 1 0 0 0 0 0 1 62 13:45 0 28 16 3 1 0 0 0 0 0 0 0 0 0 0 48 14:00 0 34 19 0 0 1 0 0 0 0 0 0 0 0 0 54 14:15 0 35 12 0 0 0 0 0 1 0 0 0 0 0 0 48 14:30 0 42 19 0 0 1 0 0 1 0 0 0 0 0 0 63 14:45 0 41 10 0 0 0 0 0 0 0 0 0 0 0 0 51 15:00 0 32 10 1 1 0 0 0 1 0 0 0 0 0 0 45 15:15 0 38 11 1 0 0 0 0 1 0 0 0 0 0 0 51 15:30 0 40 23 0 1 0 0 0 0 0 0 0 0 0 0 64 15:45 0 35 16 1 2 0 0 0 0 0 0 0 0 0 0 54 16:00 0 39 12 0 0 0 0 0 0 0 0 0 0 0 0 51 16:15 0 42 11 0 0 1 0 0 1 0 0 0 0 0 0 55 16:30 0 48 13 0 0 0 0 1 0 0 0 0 0 0 0 62 16:45 0 36 12 0 0 1 0 0 1 0 0 0 0 0 0 50 17:00 0 61 12 0 0 0 0 1 1 0 0 0 0 0 0 75 17:15 0 39 14 0 0 0 0 0 0 0 0 0 0 0 0 53 17:30 0 53 16 0 0 0 0 1 0 0 0 0 0 0 0 70 17:45 0 27 11 0 0 0 0 1 1 0 0 0 0 0 0 40 18:00 0 43 6 0 1 0 0 0 0 0 0 0 0 0 0 50 18:15 0 43 12 0 1 0 0 0 0 0 0 0 0 0 0 56 18:30 0 36 6 0 1 0 0 0 1 0 0 0 0 0 0 44 18:45 0 28 7 0 0 1 0 0 1 0 0 0 0 0 0 37 19:00 0 20 0 0 1 0 0 0 0 0 0 0 0 0 0 21 19:15 0 12 5 0 0 0 0 0 1 0 0 0 0 0 0 18 19:30 0 20 1 0 0 0 0 0 0 0 0 0 0 0 0 21 19:45 0 12 7 0 0 0 0 0 0 0 0 0 0 0 0 19 20:00 0 12 5 0 0 0 0 0 1 0 0 0 0 0 0 18 20:15 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 82 919293949596979899100101102103104105106107 A B C D E F G H I J K L M N O P Q 20:30 0 11 5 0 0 0 0 0 1 0 0 0 0 0 0 17 20:45 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 21:00 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 21:15 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 21:30 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 21:45 0 11 2 0 0 0 0 0 3 0 0 0 0 0 0 16 22:00 0 5 3 0 0 0 0 0 1 0 0 0 0 0 0 9 22:15 0 5 2 0 0 0 0 0 1 0 0 0 0 0 0 8 22:30 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 22:45 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 23:00 0 2 0 0 1 0 0 0 1 0 0 0 0 0 0 4 23:15 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 23:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 3 Total 1 2294 857 21 36 22 5 22 48 1 0 0 0 0 2 3309 Percentag 0.03%69.33%25.90%0.63%1.09%0.66%0.15%0.66%1.45%0.03%0.00%0.00%0.00%0.00%0.06%100.00% 83 123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000220 Station Num:000000003000 County: Frederick County, Virginia Start Date/Time:01-13-2022 00:00 End Date/Time:01-13-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 3 00:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 2 1 0 0 1 0 0 0 0 0 0 0 0 0 4 01:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 3 01:45 0 4 0 0 0 0 0 0 2 0 0 0 0 0 0 6 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 4 0 0 0 1 0 1 0 0 0 0 0 0 0 6 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 03:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 0 6 2 0 0 0 0 0 2 0 0 0 0 0 0 10 04:30 0 10 6 0 0 0 0 0 0 0 0 0 0 0 0 16 04:45 0 14 5 1 0 0 0 0 1 0 0 0 0 0 0 21 05:00 0 17 10 0 0 0 0 0 0 0 0 0 0 0 0 27 05:15 0 20 10 0 0 0 0 0 0 0 0 0 0 0 0 30 05:30 0 27 14 1 0 0 0 1 1 0 0 0 0 0 0 44 05:45 0 27 18 1 0 0 0 0 0 0 0 0 0 0 0 46 06:00 0 33 13 0 0 0 0 1 1 0 0 0 0 0 0 48 06:15 0 39 17 1 1 1 0 0 1 1 0 0 0 0 0 61 06:30 0 42 25 1 2 0 0 1 1 0 0 0 0 0 0 72 06:45 0 37 20 0 2 0 0 1 2 0 0 0 0 0 0 62 07:00 0 49 15 0 1 0 0 1 1 0 0 0 0 0 0 67 07:15 0 70 16 0 0 0 1 1 0 0 0 0 0 0 0 88 07:30 0 55 17 1 1 1 0 0 2 0 0 0 0 0 0 77 07:45 0 53 18 0 0 1 0 0 0 0 0 0 0 0 0 72 08:00 0 45 13 0 0 1 1 2 1 0 0 0 0 0 0 63 08:15 0 40 20 1 0 1 0 0 0 0 0 0 0 0 0 62 08:30 0 42 21 1 0 1 0 1 1 1 0 0 0 0 0 68 08:45 0 33 19 0 0 2 0 1 0 0 0 0 0 0 0 55 09:00 0 30 12 0 1 2 0 1 0 0 0 0 0 0 0 46 09:15 0 40 18 0 2 3 0 1 2 0 0 0 0 0 0 66 09:30 0 35 12 0 0 1 0 0 0 0 0 0 0 0 0 48 09:45 0 37 24 0 2 0 0 0 0 0 0 0 0 0 0 63 10:00 0 38 22 1 0 1 0 3 0 0 0 0 0 0 0 65 10:15 0 39 16 0 2 1 0 0 0 0 0 0 0 0 0 58 10:30 0 24 24 1 2 2 0 0 0 0 0 0 0 0 0 53 10:45 0 35 14 1 1 1 0 1 0 0 0 0 0 0 0 53 11:00 0 33 14 0 2 1 0 0 1 0 0 0 0 0 0 51 11:15 0 30 5 0 0 1 0 0 1 0 0 0 0 0 0 37 11:30 0 35 12 2 2 0 0 2 0 1 0 0 0 0 0 54 11:45 0 37 22 2 2 0 0 0 1 0 0 0 0 0 0 64 12:00 0 41 18 0 1 0 0 0 0 0 0 0 0 0 0 60 12:15 0 30 22 2 0 0 0 0 0 0 0 0 0 0 0 54 12:30 0 33 13 0 1 1 0 0 0 0 0 0 0 0 0 48 12:45 0 35 16 2 0 0 0 0 0 0 0 0 0 0 0 53 13:00 0 25 8 0 1 1 0 0 1 0 0 0 0 0 0 36 13:15 0 33 20 0 1 0 0 0 1 0 0 0 0 0 0 55 13:30 0 33 12 0 2 3 0 1 1 0 0 0 0 0 0 52 13:45 0 41 16 1 1 1 0 0 0 0 0 0 0 0 0 60 14:00 0 37 17 1 2 1 0 1 0 0 0 0 0 0 0 59 14:15 0 27 16 0 0 0 0 0 1 0 0 0 0 0 0 44 14:30 0 45 10 0 1 0 0 0 0 0 0 0 0 0 0 56 14:45 0 30 20 0 0 1 0 1 1 0 0 0 0 0 0 53 15:00 0 37 13 1 0 0 0 0 1 0 0 0 0 0 0 52 15:15 0 31 15 0 0 0 0 0 0 0 0 0 0 0 0 46 15:30 0 42 17 0 0 0 0 0 0 0 0 0 0 0 0 59 15:45 0 45 19 2 2 1 0 0 0 1 0 0 0 0 0 70 16:00 0 51 18 0 0 0 0 0 0 0 0 0 0 0 0 69 16:15 0 44 17 0 0 0 0 0 0 0 0 0 0 0 0 61 16:30 0 43 18 0 0 0 0 1 1 0 0 0 0 0 0 63 16:45 0 40 14 0 0 0 0 0 0 0 0 0 0 0 0 54 17:00 0 59 25 0 1 0 0 0 0 0 0 0 0 0 0 85 17:15 0 50 19 0 0 0 0 0 0 0 0 0 0 0 0 69 17:30 0 42 17 1 0 0 0 1 1 0 0 0 0 0 0 62 17:45 0 45 10 1 0 0 0 0 0 0 0 0 0 0 0 56 18:00 0 43 15 0 0 0 0 0 0 0 0 0 0 0 0 58 18:15 0 31 11 0 0 0 0 0 0 0 0 0 0 0 0 42 18:30 0 29 6 0 0 0 0 0 1 0 0 0 0 0 0 36 18:45 0 23 9 0 0 0 0 0 0 0 0 0 0 0 0 32 19:00 0 15 5 0 0 0 0 0 0 0 0 0 0 0 0 20 19:15 0 18 5 0 0 0 0 0 0 0 0 0 0 0 0 23 19:30 0 12 3 0 0 0 0 0 1 0 0 0 0 0 0 16 19:45 0 19 3 0 1 0 0 0 0 0 0 0 0 0 0 23 20:00 0 15 1 0 0 0 0 0 0 0 0 0 0 0 0 16 20:15 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 84 919293949596979899100101102103104105106107 A B C D E F G H I J K L M N O P Q 20:30 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 20:45 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 14 21:00 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 21:15 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 21:30 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 21:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 22:00 0 7 6 0 0 0 0 0 0 0 0 0 0 0 0 13 22:15 0 2 1 0 0 0 0 0 3 0 0 0 0 0 0 6 22:30 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 22:45 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 23:00 0 4 0 0 0 0 0 1 0 0 0 0 0 0 0 5 23:15 0 7 1 0 0 0 0 0 1 0 0 0 0 0 0 9 23:30 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 23:45 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 2352 958 27 37 32 2 25 39 4 0 0 0 0 0 3476 Percentag 0.00%67.66%27.56%0.78%1.06%0.92%0.06%0.72%1.12%0.12%0.00%0.00%0.00%0.00%0.00%100.00% 85 Description: US 11 between Brucetown Rd & Jeffs Way Lattitude: 39.25954County: Frederick County, VA Longitude: -78.094842 Wednesday, 1/12/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 0 2465 990 27 47 29 1 17 59 2 0 0 0 0 0 3637 Percentages 0.00%67.78%27.22%0.74%1.29%0.80%0.03%0.47%1.62%0.05%0.00%0.00%0.00%0.00%0.00%100.00% Thursday, 1/13/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 1 2585 1037 26 46 18 5 25 47 4 0 0 0 0 3 3797 Percentages 0.03%68.08%27.31%0.68%1.21%0.47%0.13%0.66%1.24%0.11%0.00%0.00%0.00%0.00%0.08%100.00% ADT=7110 Speed Limit=45.00 MPH The Traffic Group, Inc. (800) 583-8411www.trafficgroup.com 86 123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000210 Station Num:000000001000 County: Frederick County, Virginia Start Date/Time:01-12-2022 00:00 End Date/Time:01-12-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 00:15 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 00:30 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 00:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 3 01:30 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 01:45 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 02:00 0 3 4 0 0 0 0 0 1 0 0 0 0 0 0 8 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:45 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 10 2 0 0 0 0 0 1 0 0 0 0 0 0 13 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 04:30 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 04:45 0 9 5 0 0 0 0 0 1 0 0 0 0 0 0 15 05:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 05:15 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 05:30 0 16 5 0 0 0 0 0 0 0 0 0 0 0 0 21 05:45 0 16 8 0 2 0 0 0 2 0 0 0 0 0 0 28 06:00 0 12 7 0 1 2 0 0 0 0 0 0 0 0 0 22 06:15 0 19 10 0 0 0 0 1 0 0 0 0 0 0 0 30 06:30 0 13 7 1 0 0 0 0 2 0 0 0 0 0 0 23 06:45 0 18 13 1 3 0 0 0 1 0 0 0 0 0 0 36 07:00 0 21 8 2 0 0 0 1 1 0 0 0 0 0 0 33 07:15 0 27 13 0 0 0 0 0 1 0 0 0 0 0 0 41 07:30 0 14 7 1 1 1 0 1 1 0 0 0 0 0 0 26 07:45 0 23 7 0 1 0 0 1 2 1 0 0 0 0 0 35 08:00 0 19 13 0 1 1 0 0 0 0 0 0 0 0 0 34 08:15 0 16 9 3 3 1 0 0 0 0 0 0 0 0 0 32 08:30 0 15 19 1 1 2 0 0 0 0 0 0 0 0 0 38 08:45 0 21 10 3 0 0 0 0 0 0 0 0 0 0 0 34 09:00 0 17 9 1 1 0 0 1 2 0 0 0 0 0 0 31 09:15 0 24 7 0 1 1 0 1 0 0 0 0 0 0 0 34 09:30 0 28 10 1 3 0 0 1 1 0 0 0 0 0 0 44 09:45 0 20 10 0 0 0 0 0 1 0 0 0 0 0 0 31 10:00 0 21 11 0 1 1 0 0 4 0 0 0 0 0 0 38 10:15 0 30 16 0 1 0 0 1 2 0 0 0 0 0 0 50 10:30 0 23 16 0 1 1 0 0 1 1 0 0 0 0 0 43 10:45 0 27 15 0 0 0 0 0 0 0 0 0 0 0 0 42 11:00 0 32 14 0 3 1 1 0 1 0 0 0 0 0 0 52 11:15 0 36 12 0 0 0 0 0 1 0 0 0 0 0 0 49 11:30 0 31 21 0 0 1 0 0 2 0 0 0 0 0 0 55 11:45 0 42 23 0 1 1 0 0 0 0 0 0 0 0 0 67 12:00 0 25 16 1 0 0 0 0 1 0 0 0 0 0 0 43 12:15 0 36 10 0 1 0 0 0 1 0 0 0 0 0 0 48 12:30 0 32 24 0 0 1 0 0 1 0 0 0 0 0 0 58 12:45 0 31 22 0 3 0 0 0 0 0 0 0 0 0 0 56 13:00 0 42 19 1 0 1 0 0 1 0 0 0 0 0 0 64 13:15 0 37 14 1 1 0 0 0 0 0 0 0 0 0 0 53 13:30 0 45 21 0 0 1 0 0 0 0 0 0 0 0 0 67 13:45 0 32 19 1 0 0 0 0 0 0 0 0 0 0 0 52 14:00 0 41 24 0 1 1 0 1 0 0 0 0 0 0 0 68 14:15 0 40 15 1 0 1 0 1 1 0 0 0 0 0 0 59 14:30 0 41 14 0 0 1 0 0 2 0 0 0 0 0 0 58 14:45 0 43 16 0 0 1 0 0 1 0 0 0 0 0 0 61 15:00 0 46 17 1 1 0 0 0 2 0 0 0 0 0 0 67 15:15 0 51 29 0 1 0 0 0 1 0 0 0 0 0 0 82 15:30 0 55 28 2 0 0 0 1 0 0 0 0 0 0 0 86 15:45 0 77 33 1 0 1 0 1 0 0 0 0 0 0 0 113 16:00 0 80 31 2 1 0 0 1 1 0 0 0 0 0 0 116 16:15 0 73 25 0 0 3 0 0 1 0 0 0 0 0 0 102 16:30 0 71 19 0 2 0 0 0 0 0 0 0 0 0 0 92 16:45 0 92 28 0 1 0 0 1 1 0 0 0 0 0 0 123 17:00 0 75 31 1 2 1 0 0 1 0 0 0 0 0 0 111 17:15 0 78 23 0 1 0 0 1 1 0 0 0 0 0 0 104 17:30 0 67 26 0 1 2 0 0 0 0 0 0 0 0 0 96 17:45 0 72 25 0 0 1 0 0 1 0 0 0 0 0 0 99 18:00 0 61 20 0 0 0 0 0 0 0 0 0 0 0 0 81 18:15 0 48 14 0 0 0 0 0 0 0 0 0 0 0 0 62 18:30 0 45 13 0 1 0 0 0 0 0 0 0 0 0 0 59 18:45 0 36 12 0 0 0 0 0 1 0 0 0 0 0 0 49 19:00 0 37 9 0 0 0 0 0 0 0 0 0 0 0 0 46 19:15 0 38 5 0 1 0 0 0 0 0 0 0 0 0 0 44 19:30 0 34 11 0 0 0 0 0 0 0 0 0 0 0 0 45 19:45 0 32 7 0 0 0 0 0 0 0 0 0 0 0 0 39 20:00 0 24 4 0 0 0 0 0 3 0 0 0 0 0 0 31 20:15 0 28 4 0 0 0 0 0 0 0 0 0 0 0 0 32 87 919293949596979899100101102103104105106107 A B C D E F G H I J K L M N O P Q 20:30 0 20 5 0 1 0 0 0 2 0 0 0 0 0 0 28 20:45 0 19 2 0 1 0 0 0 1 0 0 0 0 0 0 23 21:00 0 12 5 0 0 0 0 1 1 0 0 0 0 0 0 19 21:15 0 19 4 0 0 0 0 0 1 0 0 0 0 0 0 24 21:30 0 7 4 0 0 1 0 0 1 0 0 0 0 0 0 13 21:45 0 9 1 0 0 0 0 1 0 0 0 0 0 0 0 11 22:00 0 12 6 0 0 0 0 0 0 0 0 0 0 0 0 18 22:15 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 22:30 0 7 3 0 2 0 0 0 0 0 0 0 0 0 0 12 22:45 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 23:00 0 12 1 1 0 0 0 0 0 0 0 0 0 0 0 14 23:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 23:30 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 2465 990 27 47 29 1 17 59 2 0 0 0 0 0 3637 Percentag 0.00%67.78%27.22%0.74%1.29%0.80%0.03%0.47%1.62%0.05%0.00%0.00%0.00%0.00%0.00%100.00% 88 123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000210 Station Num:000000001000 County: Frederick County, Virginia Start Date/Time:01-13-2022 00:00 End Date/Time:01-13-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 00:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 01:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 4 3 0 0 0 0 0 1 0 0 0 0 0 0 8 02:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 03:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:45 0 5 2 1 0 0 0 0 1 0 0 0 0 0 0 9 04:00 0 3 0 0 0 0 0 1 0 0 0 0 0 0 0 4 04:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 0 4 3 0 0 0 0 0 2 0 0 0 0 0 0 9 04:45 0 12 3 0 0 0 0 0 0 0 0 0 0 0 0 15 05:00 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 05:15 0 8 5 0 0 0 0 0 0 0 0 0 0 0 0 13 05:30 0 15 7 0 0 0 0 0 0 0 0 0 0 0 0 22 05:45 0 15 4 0 0 0 0 1 0 0 0 0 0 0 0 20 06:00 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 06:15 0 18 6 2 2 0 0 1 1 0 0 0 0 0 0 30 06:30 0 16 11 0 2 0 1 0 1 0 0 0 0 0 0 31 06:45 0 22 13 0 3 0 1 1 2 0 0 0 0 0 0 42 07:00 0 20 8 0 0 0 0 0 0 0 0 0 0 0 0 28 07:15 0 17 11 0 0 0 0 2 1 0 0 0 0 0 1 32 07:30 0 23 15 0 0 1 0 1 0 0 0 0 0 0 1 41 07:45 0 27 10 0 1 0 0 0 2 1 0 0 0 0 0 41 08:00 0 14 14 0 1 2 1 0 1 0 0 0 0 0 0 33 08:15 0 22 9 2 0 0 1 0 0 0 0 0 0 0 0 34 08:30 0 20 16 0 0 1 0 1 1 0 0 0 0 0 0 39 08:45 0 26 15 3 2 1 0 1 1 0 0 0 0 0 0 49 09:00 0 24 11 1 1 0 0 0 0 0 0 0 0 0 0 37 09:15 0 20 15 0 1 0 0 0 0 0 0 0 0 0 0 36 09:30 0 26 12 3 0 0 0 2 1 0 0 0 0 0 0 44 09:45 0 30 15 0 2 1 0 0 0 0 0 0 0 0 0 48 10:00 0 21 21 0 2 1 0 0 1 0 0 0 0 0 0 46 10:15 0 19 15 1 1 0 0 1 1 0 0 0 0 0 0 38 10:30 0 26 14 0 1 1 1 1 1 0 0 0 0 0 0 45 10:45 0 32 11 0 2 0 0 1 1 0 0 0 0 0 0 47 11:00 0 37 10 0 2 0 0 1 0 1 0 0 0 0 0 51 11:15 0 46 16 1 3 0 0 0 1 0 0 0 0 0 0 67 11:30 0 40 23 0 1 1 0 0 1 0 0 0 0 0 0 66 11:45 0 46 10 0 0 1 0 2 0 0 0 0 0 0 0 59 12:00 0 35 15 0 0 0 0 0 1 1 0 0 0 0 0 52 12:15 0 37 18 1 0 0 0 0 1 0 0 0 0 0 0 57 12:30 0 44 17 0 1 0 0 1 0 0 0 0 0 0 0 63 12:45 0 28 30 0 0 0 0 0 0 0 0 0 0 0 0 58 13:00 0 40 14 0 1 0 0 1 1 0 0 0 0 0 0 57 13:15 0 41 17 0 2 1 0 0 0 0 0 0 0 0 0 61 13:30 0 42 18 0 3 0 0 1 1 0 0 0 0 0 0 65 13:45 0 45 17 2 1 0 0 0 2 0 0 0 0 0 0 67 14:00 0 43 28 0 0 1 0 1 0 0 0 0 0 0 0 73 14:15 0 43 27 2 0 1 0 0 2 0 0 0 0 0 0 75 14:30 1 54 16 0 0 0 0 0 1 0 0 0 0 0 0 72 14:45 0 52 24 0 0 0 0 0 1 0 0 0 0 0 0 77 15:00 0 44 17 1 1 0 0 1 0 1 0 0 0 0 0 65 15:15 0 43 22 0 2 0 0 0 1 0 0 0 0 0 0 68 15:30 0 57 36 2 1 1 0 0 1 0 0 0 0 0 0 98 15:45 0 98 25 2 0 1 0 0 1 0 0 0 0 0 0 127 16:00 0 77 32 0 2 0 0 0 1 0 0 0 0 0 0 112 16:15 0 62 26 0 0 1 0 0 0 0 0 0 0 0 0 89 16:30 0 85 27 0 1 0 0 0 0 0 0 0 0 0 0 113 16:45 0 82 39 0 2 0 0 0 2 0 0 0 0 0 0 125 17:00 0 76 25 0 0 0 0 1 0 0 0 0 0 0 0 102 17:15 0 80 21 2 0 0 0 0 0 0 0 0 0 0 0 103 17:30 0 76 23 0 0 1 0 0 0 0 0 0 0 0 0 100 17:45 0 66 22 0 0 0 0 0 3 0 0 0 0 0 0 91 18:00 0 56 22 0 0 0 0 0 0 0 0 0 0 0 0 78 18:15 0 49 19 0 0 0 0 0 0 0 0 0 0 0 0 68 18:30 0 42 13 0 0 0 0 0 0 0 0 0 0 0 0 55 18:45 0 37 13 0 0 0 0 0 0 0 0 0 0 0 1 51 19:00 0 31 9 0 0 0 0 0 1 0 0 0 0 0 0 41 19:15 0 34 9 0 0 0 0 0 0 0 0 0 0 0 0 43 19:30 0 37 11 0 0 0 0 0 0 0 0 0 0 0 0 48 19:45 0 30 3 0 0 0 0 0 0 0 0 0 0 0 0 33 20:00 0 26 5 0 0 1 0 0 1 0 0 0 0 0 0 33 20:15 0 28 4 0 0 0 0 0 0 0 0 0 0 0 0 32 89 919293949596979899100101102103104105106107 A B C D E F G H I J K L M N O P Q 20:30 0 14 8 0 1 0 0 0 1 0 0 0 0 0 0 24 20:45 0 21 8 0 1 0 0 1 2 0 0 0 0 0 0 33 21:00 0 18 2 0 0 0 0 0 0 0 0 0 0 0 0 20 21:15 0 16 2 0 0 0 0 0 0 0 0 0 0 0 0 18 21:30 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 21:45 0 8 4 0 0 0 0 1 0 0 0 0 0 0 0 13 22:00 0 10 3 0 0 0 0 0 0 0 0 0 0 0 0 13 22:15 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 22:30 0 14 0 0 0 0 0 0 1 0 0 0 0 0 0 15 22:45 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 23:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 23:15 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 23:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 23:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Total 1 2585 1037 26 46 18 5 25 47 4 0 0 0 0 3 3797 Percentag 0.03%68.08%27.31%0.68%1.21%0.47%0.13%0.66%1.24%0.11%0.00%0.00%0.00%0.00%0.08%100.00% 90 Appendix C Synchro LOS and Queue Reports 91 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2022 Existing Conditions PM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 3 431 241 0 Future Vol, veh/h 0 5 3 431 241 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 0 16 3 490 294 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 790 294 294 0 - 0 Stage 1 294 ----- Stage 2 496 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 362 750 1268 - - - Stage 1 761 ----- Stage 2 616 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 361 750 1268 - - - Mov Cap-2 Maneuver 361 ----- Stage 1 759 ----- Stage 2 616 ----- Approach EB NB SB HCM Control Delay, s 9.9 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1268 - 750 - - HCM Lane V/C Ratio 0.003 - 0.022 - - HCM Control Delay (s) 7.8 - 9.9 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 92 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2022 Existing Conditions AM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 8 3 132 315 2 Future Vol, veh/h 0 8 3 132 315 2 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 50 38 82 93 50 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 0 16 8 161 339 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 516 339 343 0 - 0 Stage 1 339 ----- Stage 2 177 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 523 708 1227 - - - Stage 1 726 ----- Stage 2 859 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 519 708 1227 - - - Mov Cap-2 Maneuver 519 ----- Stage 1 721 ----- Stage 2 859 ----- Approach EB NB SB HCM Control Delay, s 10.2 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1227 - 708 - - HCM Lane V/C Ratio 0.006 - 0.023 - - HCM Control Delay (s) 8 - 10.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 93 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2029 Design Year Conditions PM Peak Hour Synchro 11 Report Stowe Eng Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 22 69 75 462 258 22 Future Vol, veh/h 22 69 75 462 258 22 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 24 223 82 525 315 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1004 315 339 0 - 0 Stage 1 315 ----- Stage 2 689 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 270 730 1220 - - - Stage 1 744 ----- Stage 2 502 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 252 730 1220 - - - Mov Cap-2 Maneuver 252 ----- Stage 1 694 ----- Stage 2 502 ----- Approach EB NB SB HCM Control Delay, s 14.7 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1220 - 617 - - HCM Lane V/C Ratio 0.067 - 0.4 - - HCM Control Delay (s) 8.2 - 14.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 1.9 - - 94 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2029 Design Year Conditions AM Peak Hour Synchro 11 Report Stowe Eng Page 1 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 65 100 142 338 24 Future Vol, veh/h 15 65 100 142 338 24 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 16 71 109 154 367 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 739 367 393 0 - 0 Stage 1 367 ----- Stage 2 372 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 388 683 1177 - - - Stage 1 705 ----- Stage 2 702 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 352 683 1177 - - - Mov Cap-2 Maneuver 352 ----- Stage 1 639 ----- Stage 2 702 ----- Approach EB NB SB HCM Control Delay, s 12.3 3.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1177 - 581 - - HCM Lane V/C Ratio 0.092 - 0.15 - - HCM Control Delay (s) 8.4 - 12.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - 95 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Buildout Conditions PM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 21 65 71 435 243 21 Future Vol, veh/h 21 65 71 435 243 21 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 23 210 77 494 296 23 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 944 296 319 0 - 0 Stage 1 296 ----- Stage 2 648 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 293 748 1241 - - - Stage 1 759 ----- Stage 2 524 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 275 748 1241 - - - Mov Cap-2 Maneuver 275 ----- Stage 1 712 ----- Stage 2 524 ----- Approach EB NB SB HCM Control Delay, s 13.8 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1241 - 640 - - HCM Lane V/C Ratio 0.062 - 0.363 - - HCM Control Delay (s) 8.1 - 13.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 1.7 - - 96 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Buildout Conditions AM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 14 61 94 133 318 22 Future Vol, veh/h 14 61 94 133 318 22 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 15 66 102 145 346 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 695 346 370 0 - 0 Stage 1 346 ----- Stage 2 349 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 411 702 1200 - - - Stage 1 721 ----- Stage 2 719 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 376 702 1200 - - - Mov Cap-2 Maneuver 376 ----- Stage 1 660 ----- Stage 2 719 ----- Approach EB NB SB HCM Control Delay, s 11.9 3.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1200 - 604 - - HCM Lane V/C Ratio 0.085 - 0.135 - - HCM Control Delay (s) 8.3 - 11.9 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - 97 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Background Conditions PM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 50 53 435 243 6 Future Vol, veh/h 5 50 53 435 243 6 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 5 161 58 494 296 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 906 296 303 0 - 0 Stage 1 296 ----- Stage 2 610 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 309 748 1258 - - - Stage 1 759 ----- Stage 2 546 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 295 748 1258 - - - Mov Cap-2 Maneuver 295 ----- Stage 1 724 ----- Stage 2 546 ----- Approach EB NB SB HCM Control Delay, s 11.6 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1258 - 712 - - HCM Lane V/C Ratio 0.046 - 0.234 - - HCM Control Delay (s) 8 - 11.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.9 - - 98 HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Background Conditions AM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 53 85 133 318 11 Future Vol, veh/h 5 53 85 133 318 11 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 50 38 82 93 50 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 5 106 224 162 342 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 952 342 364 0 - 0 Stage 1 342 ----- Stage 2 610 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 290 705 1206 - - - Stage 1 724 ----- Stage 2 546 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 236 705 1206 - - - Mov Cap-2 Maneuver 236 ----- Stage 1 589 ----- Stage 2 546 ----- Approach EB NB SB HCM Control Delay, s 11.8 5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1206 - 643 - - HCM Lane V/C Ratio 0.185 - 0.173 - - HCM Control Delay (s) 8.7 - 11.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.7 - 0.6 - - 99 Appendix D Generalized Development Plan 100 101 Planning Commission Agenda Item Detail Meeting Date: May 4, 2022 Agenda Section: Other Title: Current Planning Applications Attachments: 102