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HomeMy WebLinkAbout04-22 84 Lumber (Winchester) - Stonewall PINs 44-A-75F & 44-A-75G Plant Expansion - BackfileW REZONING TRACKING SHEET Check List: Application Form Proffer Statement ✓ impact Analysis Adjoiner List Fee & Sign Deposit ✓ Deed Plat/Survey Taxes Paid Statement 61)�Ja a File opened �p a Reference manual updated/number assigned l a, D-base updated 1 b a Copy of adjoiner list given to staff member for verification a Color location maps ordered from Mapping l ( Scan documents to Planning S: drive Application Action Summary updated Scan additional items as needed (Project Planner to direct) a. as Planning Commission Meeting ACTION: aep Board of Supervisors Meeting ACTION: Signed copy of Resolution received from County Administrator and placed in Proffers Notebook together with proffers U U1 a Approval (or denial) letter mailed to applicant/copy to file and cc's 8 1 lQ a Reference manual updated P) I Q0 �" D-base updated 56 t Scanning updated Application Action Summary updated I 8 �liD l as File given to Mapping to update zoning map Zoning map amended Sys ID # NOTES RECEIPT DATE —t1? i5 J72- No. 320381 RECEIVED FROM i0i[��'N�ii\i\\'�A/I��'JII FOR ACCOUNT HOW PAID AMT. OF ACCOUNT CASH AMT. Anil bQ o Ub CHECK v 5 0 7 JC BALANCE DUE MONEY ORDER. BY Z HLBOB REZONING APPLICATION #04-22 84 LUMBER WINCHESTER Staff Report for the Board o1' Supervisors Prepared: July 29, 2022 Staff Contacts: M. Tyler Klein, AICP, Senior Planner Reviewed Action Planning Commission: 07/20/2022 Recommended Approval Board of Supervisors: O8/10/2022 Pending EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 08/10/22 BOARD OF SUPERVISOR MEETING: This is a proposal to rezone 2.21-acres from 133 (industrial Transition) District to the M i (Light Industrial) District with proffers, and 5.69-acres from the 133 (Industrial Transition) District to the M 1 (Light industrial) District with proffers, totaling 10.9-acres. This rezoning application modifies approved land uses associated with Rezoning Application (REZ) #02-05 and removes the requirement for a berm as part of the landscape buffer. The intended use of the proposed M 1 zoned parcels is a manufacturing facility (84 Lumber — truss plant expansion). 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 M i (Light Industrial) District is inconsistent with the future land use plan; however, the adjoining property (north) zoning designation is MI, and the proposed rezoning would accommodate expansion of the existing manufacturing operation by the owner/applicant. Followhw the required vublic hearing a decision regardinz this rezoning application by the Board o Suyervisors would be ayyrogriate. The Ayylicant should beyreyared to adequately address all concerns raised by the Board ofSrj)ervisors Rezoning #04-22 — 84 Lumber Winchester July 29. 2022 Pace 2 This report is prepared by the Frederick Count>> Phimthig staff to provide if' f„"matioll to the phmnia Commissimi rind the Botm-d of upei"Visors to assist them itt imikiiry a decisioll on this application It mat, also be useful to others interested in this zoili ig matter. Unresolved issues coticeriiing this app/tcatioit are noted by sttif%Where i-elevimt throll,khout this sttiffrepoi't. PROPOSAL: This is a proposal to rezone 2.21-acres from B3 (Industrial Transition) District to the M 1 (Light Industrial) District with proffers, and 5.69-acres from the B3 (industrial Transition) District to the M I (Light industrial) District with proffers, totaling 10.9-acres. LOCATION: These properties are located northwest of the intersection of Martinsburg Pike (Route I I ) and yardmaster Court (public roadway) and are identified with Property Identification Numbers (PiN's) 944-A-75F and #44-A-75G in the Stonewall Magisterial District. NIAGISTERiAL DISTRICT: Stonewall PROPERTY iD NUMBERS: 44-A-75F & 44-A-75G PROPERTY ZONING: 133 (Industrial Transition) District PRESENT USE: Vacant/Unimproved ADJOINING PROPERTY ZONING & PRESENT USE: North: RA (Rural Areas) Use: Single -Family Detached Residential South: 133 (Industrial Transition) Use: Heavy Equipment Sales (James River)/Vacant East: B2 (General Business) Use: Office/Outdoor Storage Nest: Ml (Light Industrial) Use: Manufacturing (84 Lumber) Rezoning, #04-22 — 54 Lumber Wincliester July 29. 2022 Pace 3 REVIEW EVALUATION'S: Planning S Zonina: I) Site History The original Frederick County Zoning Map (U.S.G.S. Stephenson Quadrangle) depicts the zoning of the subject parcels as A2 (Agricultural General) District. The County- agricultural zoning districts were subsequently combined to form the RA (Rural Areas) District upon adoption of an amendment to the Frederick County Zoning Ordinance on May 10, 1959. In 2004, the Board of Supervisors approved Rezoning Application (REZ) # 1 1-04 which rezoned the properties to the B3 (Industrial Transition) District with proffers. REZ #02-05 (approved May 13, 2005) revised the previously approved proffers for the subject properties to modify the proffered uses of the site. 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 livins environment within Frederick County. It is in essence 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 Compatibilitt The Northeast Frederick Lane! Use Plan of the Comprehensive Plan provides guidance on the future development of the property. The Plan identities the subject properties with a "business" land use designation; the property is also within the limits of the Sewer and Water Service Area (SWSA). The existing 133 (Industrial Transition) zoning is generally consistent with the goals of the Comprehensive Plan. The proposed M I (Light industrial) zoning on 10.9-acres is inconsistent with future land use map designation ("business''). However, the adjoining property (north) zoning designation is M 1 and is also owned by the applicant. The applicant states in the application that the rezoning of 10.9-acres to M 1 would enable expansion of the existing manufacturing operation. The intent of the M i District is to provide for a variety of light manufacturing, commercial of�ic•e and heavy commercial uses in ivell-planned industrial settings. Uses are allowed ivhic•h do not create noise, smoke, dust or other ha_ards. Uses are allowed which do not adversely affec9 nearbi• residential or business areas. Such industrial areas shall be provided wwith safe and sufficient access. Rezonin #04-22 — 84 Lumber Winchester July 29. 2022 Paue 4 3) Access cC Transportation The site will have commercial access from Yardmaster Court (public roadway), as required by approved REZ #02-05 proffers; there will be no direct access from the subject parcels to Route 1 I . The Concept Draining included with the application also depicts inter -parcel connectivity to adjoining PiN #44-A-75B, the existing 84 Lumber truss plant and storage yard. The traffic study included with application shows that the proposed manufacturing facility (84 Lumber) does not negativeli• impact the operatioris of the e.visling roa(livaY nemvork (Route 1 1 Yardmaster Court). 4) Potential Impacts cC Proffers The rezoning proposes a change in the land use of 10.9-acres to the M 1 (Light Industrial) District and removes a requirement for earthen berm as part of the required landscape buffer (Proffer D — North Buffer). In lieu of a berm, the applicant has proffered to construct a six (6)- foot (FT) tall opaque fence. All the other proffers, including prohibited uses and site access, associated with the original REZ, #02-05, remain unchanged. VirLyinia Dept. of Transportation: The documentation within the application to rezone this property (44-A-75G/44-A-75F) from 133 to M 1 appears to have little impact on Route I 1 (Martinsburg Pike). This route is the VDOT roadway which has been considered as the access to the property referenced. VDOT is satisfied that the transportation proffers offered in the 84 Lumber Truss Plant rezoning application of date April 26, 2022 address transportation concerns associated with this request. Please see attached letter fi-on? VDOT claled Mai- 31, 2022 addressed Ji•orn Lloyd Ingram. Frederick Water: No comment. Please see attached leper fironn Eric Laivrenc•e, Executive Director, elated MaY 26, 2022. Frederick County Fire Marshall: Plan approved. Please see attached letter from Adam Hounshell, LieulenalWAssistanl Fire Marshal dated May 19, 2022. Frederick Counh, Public Works: We offer no additional comments at this time. Please see attached letterJ•om Joe Wilder, Director of Public Works claled June 6, 2022. Countv of Frederick Attornev: Please see attached letter fi-om Roderick B. Williams, Count; Attornely dated Man 17, 2022. PLANNING COMMISSION SUMMARY AND ACTION FROM THE 07/20/22 MEETING: The Planning Commission held a public hearing on July 20, 2022. There were no speakers for this Re-r-onina 404-22 — 84 Lumber Winchester July 29, 2022 Paue 5 proposed rezoning application. The Planning Commission in their discussion noted the proposed zoning, M I . was inconsistent .with the County's long-range land use plan. However, with the adjoining parcel was zoned MI and because the proposed rezoning would expand the existing MI use (manufacturing), the requested rezoning may be appropriate. The Planning Commission recommended approval of the rezoning 10-0-2 (Commissioners Thomas & Markert absent). Followinu the recitired vublic hearing a decision regarding this rezoning application by the Bond o Sutner►,isors would be appropriate. The Applicant should he nretmred to crdeuuatel , address all concerns raised h►, the board of'Sttper►,isors. REZ # 04 - 22: 84 Lumber PINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to MI Zoning Map IMP997 Im rM1 a REZ #04-22 .' REZ #04-22 G lQE@ ar WO Q7 n am CM YDREI.gND IN 7 '&AirAdak —.. Application Parcels Sewer and Water Service Area B2 (General Business District) B3 (Industrial Transition District) M1 (Light Industrial District) MH1 (Mobile Home Community District) 0 125 250 e N WE 5 Frederick County Planning & Development 107 N Kent St Winchester, VA 22601 540 - 665 - 5651 500 Feet Mao Created: June 23. 2022 REZ # 04 - 22: 84 Lumber PINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to M1 Location Map yyy+ , t76 �i-x4 Go41" { 7 � rt, REZ #04-22 .0 REZ #04-22 " t PZ fl •.. .0t. ',7 l." if . +Y �'" ' •. '� Q .;':: SIR 'Woo 0 Application Parcels Sewer and Water Service Area L rA Frederick County Planning & Development 107 N Kent St Winchester, VA 22601 540 - 665 - 5651 500 Feet Mao Created: June 23. 2022 125 250 REZ # 04 - 22: 84 Lumber PINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to M1 Long Range Land Use Map MW GM !1! MAjlb�! i 2833 MARflNSBURG PIKE 240 YARDMASTER GT , REZ #04-22 =9P PRQ�PS��R G 0 Application Parcels Sewer and Water Service Area Long Range Land Use Business 410 Mixed Use IndustriaVOffice Industrial C��' w/ Rural Community Center Sensitive Natural Areas 2799 MARTINSBURG PIKE 0 2831 2851 MARTINSBURG MARTINSBURG PIKE PIKE 282alb�� MARTINSBURG PIKE REZ #04-22 MnOD �25 250 2749 MARflNSBURG PIKE 2729 M lhlgBURG PIKE 500 Feet 0 rP rql MORE LANID LN_/�pd,� 0 m - c le, W E S Frederick County Planning & Development 107 N Kent St Winchester, VA 22601 540 - 665 - 5651 Man Created: June 23. 2022 PROFFER STATEMENT REZONING: RZ 11 Industrial Transition District (I33) with ProlTers to Light Industrial District (M I ) with Proffers PROPERTY: Tax Parcel 1144-(A)-75F 2.21 acres & Tax Parcel 9 44-(A)-75G 8.69 acres RECORD OWNER: Pierce Hardy Limited Partnership (both) APPLICANT: Pierce I lardy Limited Partnership ("Applicant") PROJECT NAME: 84 Lumber Truss Plant Expansion ORIGINAL DATE OF PROFFERS: April 26,2022 REVISED DATE May 17, 2022 REVISED DATE June 13, 2022 Preliminary Matters Pursuant to Section 15.2-2296 Et. Seq. of the Code of V irginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned Owner hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application #_ for the rezoning of combined 10.90 f acres from the Industrial Transition (133) District with Proffers to the Light Industrial (M1) District with Proffers, development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the Owner and such be approved by the Frederick County Board of Supervisors in accordance with the said Code and Zoning Ordinance. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and will have no effect whatsoever. These proffers shall be binding upon this Owner and their legal successors, heirs, or assigns. Approval of this proffer statement does not eliminate previously approved proffers associated 44- (A)-75C, 44-(A)-75D, 44-(A)-75E and 44- (A)-75F; which were approved under the conditions set forth in RZ 02-05 approved by the Frederick County Board of Supervisors on April 13, 2005. However, these proffers will alter the previously approved proffer for current Tax Map Parcels 44-(A)-75F $ 44- (A) 75G . The previous proffer will remain in lorce for the Property, to the extent that prior proffer is not inconsistent with the current proposed proffer. The subject properties, more particularly described as the lands owned by Piet -cc I lardy Limited Partnership, being all of Tax Map Parcel 44-(A)-75F & Tax Map Parcel 44- (A) 75 G and further described by Subdivision and Consolidation Plat prepared by "triad Engineering, Inc. dated December 29, 2021 (see attached Consolidation Plat). Page 1 of 4 A.) Generalized Development Plan The Owner hereby proffers to re -develop the combined 10. 90 ± acre property in substantial conformance with the attached Geometric Layout and Utility plan for an expansion of the existing adjacent 84 Lumber Truss Plant B.) Vehicle I'cr Day (VPD) and Land Use Restrictions 1.) Conditional Rezoning Application # "Drip generation for the existing and proposed land uses were determined based upon the I I th Edition of the Institute of Transportation Engineers' ("ITE") Trip Generation Report. Accordingly, ITE Land Use Code 812 (Building and Lumber Store & small office buildings) was used to calculate the trips associated with the by- right 84 Lumber and ITE Land Use Code was used to calculate the trips associated with the proposed truss manufacturing plant. The Applicant hereby proffers to restrict development of the combined 10.90 acre property to an amount not to exceed a maximum of 570 VPD. 2.) The Owner hereby proffers to prohibit the following M-I District land uses within the combined 10.90 _ acre property: • Local and suburban transit and interurban highway passenger transportation. • Business associations; membership organizations; and labor unions ■ Motor freight transportation, excluding warehousing and storage ■ Transportation by air • Transportation services ■ Truck stops C.) Transportation 1.) Access to Martinsburg Pike (US Route 11) Direct access to Martinsburg Pike (US Route 11) is provided through Yardmaster Court to provide ingress and egress for the c o m b i tied 10.9 ± acre property. All other access will be prohibited Page 2 of 4 2.) Signalization Reference is made to Proffer C4 in 2005 proffers on this property. Owncr acknowledges that it will bear a pro rata share of the cost of Signalization, Should a signal ever be needed. D.) North f3ul'fcr The Owner hereby proffers to construct a six foot high o p a q u e f e n c e a s the opaque element within the oi1C-IlUndred foot wide Category "C" full screen adjacent to tax parcels 44-(A)-76A, 44-(A)- 7613, 44-(A)-76C, &44(A)-76D . 17.) Monetary Contribution to Offset fill act of Development The undersigned owner of the above -described property hereby voluntarily proffers that in the event rezoning application R is approved, the undersigned will pay to the "Treasurer of Frederick County, Virginia the following amount: $ .015/ building square foot, based upon any additional square footage added for the redeveloped site. This payment is intended to offset the additional cost to Frederick County, and more specifically Frederick County Fire and Rescue, due to an increased demand on public services. The proffer increments will be paid prior to Issuance of the building occupancy permits. F.) Signatures The conditions proffercd above shall be binding upon the heirs, executors, administrators, assigns and successors in the interest of' the Applicant and owner. In the event the Frederick County Board of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Page 3 of 4 Respectfully Submitted: WITNESS: Pierce Hardy Limited Partnership COMMONWEALTH OF PENNSYLVANIA SS COUN-I-Y OF WASHINGTON On this, the )�11' day ofluVll., 2022. before me, Tamara Demarino, the undersigned officer, personally appeared Jim Zaunick, who acknowledged h 1 m sell to be the Vice President of Pierce Hardy Limited Partnership, a Pennsylvania Limited Partnership, and that he, as such Vice President, being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the limited partnership by herself as Assistant Vice President. In witness whereof, l hereunto set my hand and official seal. V-- - *10j� Commonwealth of Pennsylvania - Notary Seal Tamara R. DeMarino, Notary Public Washington County My commission expires November 3, 2022 Commission number 1225445 Member, Pennsylvania Association of Notaries Page 4 of 4 • III ' III . ,-. �`• • �•O VICINITY MAP SCALE I " = 2000' OWNER'S CERTIFICATE THE ABOVE AND FOREGOING CONSOLIDATION OF THE LAND OF PIERCE HARDY LIMITED PARTNERSHIP AS SHOWN ON THIS PLAT, AND IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. NAME, TITLE NAME, TITLE COMMONWEALTH OF VIRGINIA CITY / COUNTY OF: TO WIT: THE FORGOING OWNERS CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS 12022 BY MY COMMISION EXPIRES: APPROVALS: FREDERICK COUNTY SUBDIVISION ADMINISTRATOR NOTARY PUBLIC DATE DAY OF SURVEYOR'S CERTIFICATE I, MARK CAMPBELL, A DULY LICENSED LAND SURVEYOR IN THE T COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT THE `o PROPERTIES SHOWN HEREON ARE NOW IN THE NAME OF PIERCE HARDY LIMITED PARTNERSHIP AS RECORDED IN INSTRUMENT 210009828, INSTRUMENT 210010908, AND INSTRUMENT 120013224 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. GENERAL NOTES THE PROPERTIES SHOWN HEREON ARE LOCATED ON FREDERICK COUNTY TAX ASSESSMENT MAPS AND ARE IDENTIFIED AS TAX MAP 44-A-75G, TAX MAP 44-A-75F, AND TAX MAP 44-A-75B. 2. THE PROPERTIES SHOWN HEREON ARE NOW IN THE NAME OF THOSE LISTED BELOW AS FOUND AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. PIERCE HARDY LIMITED PARTNERSHIP 1019 ROUTE 519 EIGHTY FOUR, PA 15330-2813 INSTRUMENT 210009828 (TAX MAP 44-A-75G) INSTRUMENT 210010908 (TAX MAP 44-A-75F) INSTRUMENT 120013224 (TAX MAP 44-A-75B) 3. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA AND A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING, INC. 4. NORTH MERIDIAN INFORMATION SHOWN HEREON IS BASED A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING, INC. AND IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83). 5. THE SURVEYED PROPERTIES SHOWN HEREON LIE WITHIN ZONE 'X', AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR FREDERICK COUNTY, VIRGINIA, COMMUNITY -PANEL NUMBER 51069CO250E DATED JANUARY 29, 2021. 6. EXISTING 20' GREEN STRIP RECORDED INSTRUMENT 090008802 NOTED AS BEING ESTABLISHED "PER PARAGRAPH G OF PROFFER STATEMENT DATED FEBRUARY 18, 2005 ON FILE WITH FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT". 7. THE PROPERTIES AS SHOWN HEREON ARE SUBJECT TO ALL COVENANTS AND RESTRICTIONS OF RECORD AND THOSE RECORDED HEREWITH. THE SURVEYOR HAS NOT BEEN PROVIDED A CURRENT TITLE REPORT AND THEREFORE CANNOT ATTEST TO ALL SERVITUDES, RESTRICTIONS, COVENANTS AND CONDITIONS THAT ENCUMBER THE PROPERTY. 8. SETBACK LINES IDENTIFIED WITH A DEED REFERENCE MAY NOT REFLECT THE SETBACK DISTANCES REQUIRED BY CURRENT ZONING ORDINANCES AT THE TIME OF THIS SURVEY. ZONING INFORMATION B3 INDUSTRIAL TRANSITION DISTRICT (PART 604) DIMENSIONAL AND INTENSITY REQUIREMENTS (PER 165-601.02) FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS (FEET) 50' FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS (FEET) - 35' SIDE YARD SETBACKS (FEET) - 15' REAR YARD SETBACKS (FEET) - 15' FLOOR AREA TO LOT AREA RATIO (FAR) - 1.0 MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA) - 25% MAXIMUM HEIGHT (FEET) - 35' M1 LIGHT INDUSTRIAL DISTRICT (PART 606) DIMENSIONAL AND INTENSITY REQUIREMENTS (PER 165-601.02) FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS (FEET) 75' FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS (FEET) - 75' SIDE YARD SETBACKS (FEET) - 25' REAR YARD SETBACKS (FEET) - 25' FLOOR AREA TO LOT AREA RATIO (FAR) - 1.0 MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA) - 25% MAXIMUM HEIGHT (FEET) - 60' AREA TABLUATION TAX MAP 44-A-75G 378,378 S.F. 8.6864 AC. TAX MAP 44-A-75F 96,175 S.F. 2.2079 AC. TAX MAP 44-A-75B 435,597 S.F. 9.9999 AC. CONSOLIDATED AREA 910,150 S.F. 20.8942 AC. cu r to to 0 in rn Lo 0 is EASEMENTLEGEND E1 EX. 10' POTOMAC EDISON EASEMENT INSTRUMENT 060006159 (APPROXIMATE LOCATION) GS 1 EX. 20' GREEN STRIP INSTRUMENT 090008802 (SEE NOTE 6) SS 1 EX. 25x20' SAN1 TAR SEWER EASEMENT INSTRUMENT 050017512 SS2 EX. 20' SANITARY SEWER EASEMENT INSTRUMENT 090008802 ST 1 EX. 20' STORM SEWER EASEMENT INSTRUMENT 060019998 ST2 EX. 20' STORM SEWER EASEMENT INSTRUMENT 050017512 (APPROXIMATE LOCATION) W1 EX. VARIABLE WIDTH WATERLINE EASEMENT INSTRUMENT 050017512 W2 EX. 15' WATERLINE EASEMENT INSTRUMENT 060019998 W3 EX. 15' WATERLINE EASEMENT INSTRUMENT 090008802 W4 EX. 15' PERMANENT FREDERICK WATER UTILITY EASEMENT INSTRUMENT 190005880 WS 1 EX. 30' WA TER AND SEWER EASEMENT INSTRUMENT 020014910 OWNERSHIP LEGEND LEGEND IRF IRON ROD FOUND SUBJECT PROPERTY LABEL WC WITNESS CORNER SEE SHEET 5 4 ADJOINING PROPERTY LABEL SEE SHEET 5 CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT Cl 275.00' 221.39' S 85'49'15" W 215.46' 46007'35.00" 117.09' C2 225.00' 213.21' S 89054'17" W 205.32' 54017'39.00" 115.37' LINE TABLE LINE BEARING DISTANCE L1 S 14055'47" W 182.63' L2 S 63050'17" W 49.54' L3 S 62045'27" W 135.31' 0 c m r TAX MAP 44-A-75G PIERCE HARDY LIMITED PARTNERSHIP ZONE: B3 378,378 S.F. 8.6864 AC. TAX MAP 44-A-75F PIERCE HARDY LIMITED 2 PARTNERSHIP ZONE: B3 96,175 S.F. 2.2079 AC. TAX MAP 44-A-75B PIERCE HARDY LIMITED 3 PARTNERSHIP ZONE: M1 435,597 S.F. 9.9999 AC. JRE WINCHES TER L L C 4 INSTRUMENT 060002887 TAX MAP 44-A-75D ZONE: B3 NO TAX MAP NUMBER ASSIGNED WINCHESTER AND 5 WESTERN RAILROAD CO. DEED BOOK 207 AT PAGE 676 (CITY OF WINCHESTER) ZONE: NOT ASSIGNED TAX MAP 44-A-75H 6 FREDERICK COUNTY SANI TA TION AUTHORI TY INSTRUMENT 190001260 ZONE: RA TAX MAP 44-A-75A KENILWORTH PROPERTIES; L L C INSTRUMENT 180000092 ZONE: RA cn TAX MAP 44-A-77 KENIL WORTH 8 PROPERTIES, LLC INSTRUMENT 210000698 ZONE: RA TAX MAP 44-A-76A 9 DEBORAH A. MULLINS DEED BOOK 647 AT PAGE 310 ZONE: RA TAX MAP 44-A-76B 10 FL ORENCE H. CONARD DEED BOOK 415 AT PAGE 490 ZONE: RA TAX MAP 44-A-76C ANN H. WILDER DEED BOOK 415 AT PAGE 443 ZONE. RA TAX MAP 44-A-76D EDWARD M. MA Y AND 12 JUANITA A. MAY INSTRUMENT O50012634 ZONE: RA IRF (Wc) 5 R ZONE 4 2 �So4F N TN 0 4 ti 25 \ S 6� .04 vGSag GRID, SETBACK .\ IRF Z � VV1 WS1 SS1 u 3 o N'' 6 �o Q Nr I�z N W CONSOLIDATED AEA Rm 910,150 S. F n m 20.8942 AC. 3 w 50.0' BENT 5' IRF (BENT) 2 W1 ZONE: M1 IRF SETBACK IRF PROPERTY L lNE HEREBY DELETED L1 W2 _ El ZONE: B3 8 IRF " STI C2 2 RA � � 9 �p/OE ST2 IRF (BENT) W3 W2 IRF SS2 10 C1 O� E1 O 35' BRL INSTRUMENT 050017512 5 IRF O m Z .... mom 15' BRL INSTRUMENT 050017512 0 o ... C n : � 30' BRL INSTRUMENT 050017512 A � : D V .. -+2mrt, o m 100' MINIMUM - CATAGORY C a, p rn 1 ZONING DISTRICT BUFFER o T o n I n INSTRUMENT 050017512 y = C) " ^, �] W3 12 100' MINIMUM - CATAGORY C ~ 50' ZONING DISTRICT BUFFER SETBACK INSTRUMENT 090008802 62.0' -� _ E1 GS1� 0 100 200 400 SS2 W4 1 1 IRF: i, j IRF IRF IRF S 18 °47'31 " W 378.13OUTE MARTINSBUR H PI UBLIC RIGHTOFWAYS 1 (VARIABLE WIDTH DEED BOOK 171 AT PAGE 295 LUMBER COMPANY April 26, 2022 Revised May 17, 2022 Department of Planning and Development Frederick County, VA 107 North Kent Street Winchester, VA 22601 Re: Impact Analysis Statement 84 Lumber - Yardmaster Court A. Site Sustainability The property is undeveloped and lightly vegetated with overgrowth and smaller tree saplings. The property is not within the 100-yr flood plain and there are no wetlands. The property is within zone "x" panel number 51069CO250E dated 1/29/21. The only steep slopes (<O.1 ac) are located at the southwest portion of the property abutting the existing 84 Lumber development. 'There are no known mature woodlands or prime agricultural soils. A geo tech report was performed for the site — although bedrock was encountered in certain locations, rock excavation can still be performed using hoe -ram or splitting techniques, as was performed in construction of the existing 84 Lumber facility. B. Surrounding Properties The property is located on the northeastern corner of the Yardmaster Court Subdivision. The property is bounded to the west by our current 84 Lumber facility, to the north by residential land and to the south by vacant warehouse land of the Yardmaster Court subdivision. The property is bounded to the east by Martinsburg Pike/US Route 11. Distance from the northerly property line to the adjacent residential dwellings is as follows I) Parcel 76 D approx. 17 feet 2) Parcel 76 C approx; 64 feet 3) Parcel 76B approx.. 47 feet 4) Parcel 76 A approx.. 45 feet Since any manufacturing or assembly operations for the truss plant facility will be within the enclosed building, any impacts to surrounding properties associated with dust, nose, glare, pollution, and odor would be minimal. C. Traffic Yardmaster Court is a two-lane undivided roadway with an auxiliary right turn lane, listed as a Local Road on VDOT's Functional Classification Map. It has an east -west alignment with a statutory speed limit of 25 mph. Martinsville Pike (State Route 1 1) is a two-lane undivided roadway with auxiliary turning lanes, listed as a Major Collector on VDOT's Functional Classification Map. It has a north -south alignment with a posted speed limit of45 mph. This intersection is currently a four -legged unsignalizcd intersection where Yardmaster Court/Private Driveway has an east -west alignment and Martinsburg Pike has a north -south alignment The eastbound approach consists of one shared left turn/through lane and one exclusive right turn lane. The westbound approach consists of one shared left tum/through/right turn lane. The northbound approach consists of one exclusive left turn lane and one shared through/right turn lane. The southbound approach consists of one exclusive left turn lane, one through lane, and one exclusive right turn lane. The Institute of Transportation Engineers (ITE) Trip Generation Manual, I I th Edition was used to determine the number of trips generated by the proposed land use. . As indicated in the Traffic Impact Analysis, prepared by Bowman Consulting Group & dated April 20' 2022, the project will not affect Yardmaster Court. 1019 Route 519 • Eighty Four, PA 15330 • 724-228-8820 0 LUMBER COMPANY D. Sewage Conveyance and Treatment The projected sewage flow for the project(one phase , max build out) is based on a total of 25 employees at 10 gpd/employee for a total of 250 gpd. Sewage flows will be collected by a public gravity sanitary sewer main along Yardmaster Court. The existing 8" sewer main is approximately 200 feet from the proposed buildings with restrooms. Min capacity for the existing sewer, with l% slope, is 2.4 MGD E. Water Supply Domestic water demand will be approximately 250 gal/day Fire flow demand will be approximately 1500 gal./min for the largest building (20,000 sf ). A fire flow test on the existing hydrants will be performed to verify existing water capacity -since he existing water main currently services the existing 84 Lumber truss plant facility, adequate supply is expected. The existing water main is approximately 200 feet from the proposed buildings requiring water service. F. Drainage An existing stormwater management easement is located at the southwest corner of the property. This easement serves as stormwater management for the existing 84 Lumber Truss facility to the west. This easement will be abandoned, and a new stormwater management facility will be constructed at the easterly edge of the property. The new stormwater facility will provide stormwater quality and quantity control for both the existing 84 Lumber truss plant as well as the proposed truss plant expansion. G. Solid Waste Disposal Facilities Based on the proposed operation, the expected sold waste from this facility will be less than 20 tons/year H. Historic Sites and Structures The land being rezoned is vacant and undeveloped, containing no historical structures. The adjoining properties also have no historic structures. 1. Impact on Community Facilities The existing adjacent 84 Lumber truss facility generated approximately 35 million dollars in sales in 2021. This proposed expansion can be expected to generate an additional 20-30 million in sales within the first five years. As a result of the development, payment in the amount of S.015 //building square foot is offered to offset additional costs to Frederick County, more specifically Fire and Rescue. J. Other Impacts The proposed office space shall consist of 2,000 total square feet, well below the maximum of 24,750 in a zoned M- I Property. Residential density will not apply Sine James A Zaunick, P.E. 1019 Route 519 • Eighty Four, PA 15330 • 724-228-8820 Rezoning Comments Virginia department of Transportation Mail to: Virginia Department of Transportation Attn: Resident Engineer 14031 Old Valley Pike Edinburg, Virginia 22824 (540) 984-5600 Hand deliver to: Virginia Department of Transportation Attn: Resident Engineer 2275 Northwestern Pike Winchester, Virginia 22603 Applicant: PIease fill out the information as accurately as possible in order to assist the Virginia j Department of Transportation with their review. Attach three copies of your appheation form, , location map, proffer statement, impact analysis, and any other pertinent information. r Appiicant's Name: Pierce Hardy Limited Partnership Telephone: 724_228-8820 Ext. 1350 Mailing Address: 1019 Route 519 Eighty Four PA 15330 Location of property: 210009828 (Tax Map 44-Aa5G)12100109M (Tax Map 44-Aa5FI Yardmaster Ct Winchester, VA 22603 Current zoning: B3 Zoning requested: M1 Acreage: i09 Virginia Department of Transportation Comments: The documentation within the application to rezone this property (44-A-75G/44-A-75F) from B3 to M1 appears to nave) a impact on ou a 'Z1 Jrfinsburg Pike)- This inu e-iiss-Me VUU I roadway which as been considered as the access to the property referenced. VDOT is satisfied that the transportation transportation concerns associated with this request VDOT appreciates the opportunity to provide input on this potential rezoning. Please feel free to contact me, at 540-534 _3214 if you have any questions or concerns.____ VDOT Signature & Date: Notice to VDOT - Please Return Form to Applicant 21 Rezoning Comments Frederick Water Mail to: Frederick Water Attn: Engineer P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 Hand deliver to: Frederick Water Attn: Engineer 315 Tasker Road Stephens City, Virginia Applicant: Please fill out the inforniial n as acc.aa ately ,,s possible in order to assist the agency with their revicw. Attach a copy of your appReadow faun, loc atio"tt map, gaffer statement, in ged tnna)<rrs and any other pertinent information. x ;` Applicant's Name: Pierce Hardy Limited Partnership Mailing Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 Ext.1350 Location of property: 210009828 (Tax Map 4.4-A-75G) , 2100109M (Tax Map 44-A-75F) Yardmaster Ct. Current zoning: B3 Winchester, VA 22603 Zoning requested: M1 acreage: '0_9 Frederick Water Comments: � o Cam► n�cJ t� , Frederick Water Signature & Date: _ S 2 ZZ— Notice to Frederick Water Please Return This Form to the Applicant ,6 Rezoning Comments Frederick County Fire ?Marshal Ndail to: band deliver to: Frederick County Fire Marshal Frederick County Fire & Rescue Dept. 1080 Coverstone Drive Attn: Fire Marshal Winchester, Virginia 22602 Public Safety Building (540) 665-6350 1080 Coverstone Drive Winchester, Virginia Applicant: Please fill out the information as accurately as possible in order to assist the Frederick County Fire Marshal with his review. Attseh a copy of your applik-ation form, location map, praffer statement, im[:)act analysis, and ;my other pertinent information. Applicant's Name: Pierce Hardy Limited Partnership Telephone: 724-228-8820 Ext. 1350 Mailing Address: 1019 Route 519 Eighty Four, PA 15330 Location of property: 210009828 Tax Map 44-A-75G) t 210010908 Tax Map 44-A-75F) Yardmaster Ct. Winchester, VA 22603 Current zoning: B3 Zoning requested: M1 _ Acreage: 10_9 Fire Marshal's Comments: Fire Marshal's Signature & Date:._ 'r-i9-a;k, Notice to Fire Marshal - Please Return This Form to the Applicant RECEIVED 23 IW I' 13 2022 Frederick County Fire and Rescue Department Office of the Fire Marshal 1080 Coverstone Drive Winchester, VA 22602 Phone:540-665-6350 Fax:540-678-4739 fmo@fcva.us Plan Review Rezoning Status: Approved Business dame 84 Lumber 240 Yardmaster Ct Stephenson, Virginia 22656 Other: Printed Date: 05/19/2022 Pierce Hardy Limited Partnership ,'General Information Received Date: 05/13/2022 Review Begin Date: 05/19/2022 Review End Date: 05/19/2022 Hours: 1.0000 Occupancy Type: Manufacturing Property Use: Manufacturing Activity Number: 1051065 Review Cause: Application Details Project Name Truss Plant Expansion Comments: Possible typo on page 3 letter E.) on Proffer Statement. $.015/ building square foot **"P Adam Hounshell Lieutenant/Assistant Fire Marshal Page I of 1 asp+ Rezoning Comments Frederick Court✓, Department of Public Works Mail to: Frederick County DepL of Public Works Attn: Director of Engineering 107 North Kent Street Winchester, Virginia 22601 (540) 665-5643 Hand deliver to: Frederick County Dept. of Public Works Attn: Director of Engineering 107 North Kent Street Suite 200 Winchester, Virginia Applicant: Please 11,11 out the inforrna:ir�n as accn -ai el r as p o. sible in order to assist the Department of Public Works with their review. Attach a copy of, your application form, location map, proffer Statt'mt'[;i_ ;mnm i afla11'sI3 and anyother perdneat III rot -motion, � Applicant's Name: Pierce Hardy Limited Partnership Telephone: 724-22"820 Ext.1350 Mailing Address: 1019 Route 5 i 9 WircFiester, V� 22503 Location of property: 210009828 (Tax Map 44-Aa53)2100,09008 ;Tax Map 44-A-75F) Yardmaster Ct. Winchester, 4A 225t13 Current zoning: B3 Zoning requested. Acieage: 1G.9 Department of Public Works Comments: Public Works Signature & Date: (v""tU" ZZ Notice to Dept. of Pu,"Z' Works - Please Return This Form to the Applicant May 17, 2022 VIA EMAIL Mr. Guy A. Flament, Jr. Permit & Project Coordinator 84 Lumber Company 1019 Route 519, Building 4 Eighty Four, PA 15330 COUNTY OF FREDERICK Roderick B. Williams County Attorney 540/722-8383 Fax 540/667-0370 E-mail rwillia@fcva.us Re: Rezoning Application — Pierce Hardy Limited Partnership Tax Parcel Numbers 44-A-75F and 44-A-75G, 10.90f Acres (the "Property") Proposed Proffer Statement (the "Proffer Statement") Dear Mr. Flament: You have submitted to Frederick County for review the Proffer Statement, for the proposed rezoning of the Property, 10.90t acres in the Stonewall Magisterial District, from the B3 (Industrial Transition) District, with proffers, to the M 1 (Light Industrial) District, with proffers, by Pierce Hardy Limited Partnership (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: • Preliminary Matters, I' paragraph — To avoid any ambiguity, the references to "Applicant" in this paragraph should be to "Owner". • Preliminary Matters, 2nd paragraph — This paragraph refers to a boundary survey plat dated April 30, 2021. The materials you sent included a draft consolidation plat, but not the referenced item. It may be appropriate to change the reference to the eventual consolidation plat and to parcels 1 and 2 as shown thereon. • Proffer A — The proffer refers to an attached site plan, but no site plan accompanied the materials I received. Mr. Guy A. Flament, Jr. May 17, 2022 Page 2 Proffer C 1 — At the time of approval of the original 2005 proffers, dedication of Yardmaster Court as a public road had not taken place. It appears that the reference in Proffer C1 to "a single shared commercial entrance" is, however, to what is now known as Yardmaster Court. Therefore, to avoid any ambiguity, it appears that the reference to "a single shared commercial entrance" should be changed to "Yardmaster Court". Proffer C2 — The proffer indicates that Proffer C2 from the 2005 proffers is complete, but it appears that Proffer C3 (additional right-of-way dedication along Route 1 1) from the 2005 proffers is also complete, so it may be most appropriate either to reference Proffer C3 from the 2005 proffers as complete as well or not to refer to either of the 2005 proffers. • Proffer E — The proffer states the monetary contribution rate as $0.015 per square foot, the same as the 2005 proffers state, but the impact analysis letter dated April 26, 2002 indicates $0.15 per square foot. If the intent is for the rate to be $0.15 per square foot, a correction would be in order. 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. Sincerely, /*""B- Roderick B. Williams County Attorney cc: Wyatt Pearson, Director, Planning & Development, Frederick County (via email) John Bishop, Assistant Director, Planning & Development, Frederick County (via email) Tyler Klein, Senior Planner, Planning & Development, Frederick County (via email) To be completed by Planning Staff: Fee Amount Paid $ Zoning Amendment Number Anticipated PC Hearing Date Date Received Anticipated BOS Hearing Date REZONING APPLICATION FREDERICK COUNTV, VA DEPARTMENT OF PLANNING & DEVELOPMENT 1. Property Owner(s) (please attach additional page(s) if more than two owners): Name: Pierce Hardy Limited Partnership Specific Contact Person if Other than Above: Guy Flament Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 ext. 1350 Name: Specific Contact Person if Other than Above: Jim Zaunlck Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 ext. 1380 Email: a .._. MM V.1... 2. Other Applicant Party (such as a contract purchaser) (please attach additional page(s) if necessary): Name: Specific Contact Person if Other than Above: Address: Telephone: Email: 3. Law firm, engineering firm, or other person, if any, serving as the primary contact person for this application: Firm Name: Bowman Specific Contact Person at Firm: Jerry Dove, PE, LEED AP Address: 101 South Street, SE Leesbu Telephone: 703-443-2400 VA 20175 Email: ) Please note that, if a law firm, engineering firm, or other person, other than the owner of the property, will be acting on behalf of the owner and/or executing papers on behalf of the owner in connection with the rezoning, the owner will need to execute a power of attorney form granting the firm or person such authority. Page 12 4. Project Name (if any): 84 Lumber Winchester Truss Expansion 5. Property Information: a. Property Identification Number(s): 44-A-75F b. Total acreage of the parcel(s): 10.9 Total Acres 44-A-75G c. Total acreage of parcel(s) to be rezoned (if other than whole parcel(s) is being rezoned): All 10.9 Total Acres d. Current zoning designation(s) and acreage(s) in each designation: 44-A-75F 2.21 Acres B3 and 44-A-75G 8.69 Acres B3 c. Proposed zoning designation(s) and acreage(s) in each designation: 44-A-75F 2.21 Acres M1 and 44-A-75G 8.69 Acres M1 f. Magisterial District(s): Stonewall g. Location - the property is located at (give street addresses) if assigned or otherwise exact location based on nearest road and distance from nearest intersection, using road names and route numbers): Both parcels are north of Yardmaster Court, VA 22656. Parcels are northwest of the intersection of Martinsburg Pike (US 11) and Yardmaster Ct. h. Adjoining Properties: Parcel ID Number See Attached Use See Attached Please attach additional page(s) if necessary. Zoning Property identification numbers, magisterial districts, and deed book and page numbers/ instrument numbers may be obtained from the Office of the Commissioner of the Revenue, Real Estate Division, 107 North Kent Street, Winchester, VA 22601. Page 13 6. Disclosure of real parties in interest. Virginia Code 5 15.2-2289 provides that localities may by ordinance require any applicant for a zoning amendment to make complete disclosure of the equitable ownership of the real estate to be affected including, in the case of corporate ownership, the name of stockholders, officers, and directors, and in any case the names and addresses of all real parties of interest. Frederick County has, by County Code § 165-101.09, adopted such an ordinance. For each business entity that is an owner or contract purchaser of the property, please list the name and address of each person owning an interest in, or who is an officer or director of, any entity that is an owner or contract purchaser of the property (you need not indicate the amount or extent of the ownership interest). Please note that this requirement does not apply to a corporation whose stock is traded on a national or local stock exchange and having more than 500 shareholders. See Attached Articles of Organization Please attach additional page(s) if necessary. 7. Checklist. Please check that the following items have been included with this application: 0 Location Map Q Plat Depicting Metes/Bounds of Proposed Zoning Impact Analysis Statement Proffer Statement (if any) �✓ Agency Comments R Fee Z Copies of Deed(s) to Property(ies) 0 Tax Payment Verification 21 Digital copies (pdf's) of all submitted items Page 14 7. Signature(s): I (we), the undersigned, do hereby respectfully make application and petition the Frederick County Board of Supervisors to amend the zoning ordinance to change the zoning map of Frederick County, Virginia. I (we) authorize Frederick County officials to enter the property for site inspection purposes. 1 (we) understand that the sign issued when this application is submitted must be placed at the front property line at least seven days prior to the Planning Commission public hearing and the Board of Supervisors public hearing and maintained so as to be visible from the road right-of-way until the hearing. I (we) hereby certify that this application and its accompanying materials are true and accurate to the best of my (our) knowledge. Owner: Date signing on behalf of an entity, please state name of entity and your title: Pro Owner: Date If signing on behalf of an entity, please state name of entity and your title: Other Applicant Party (if any): Date el, if signing on behalf o an entity, pleas/ •tate name of entity and your title: P1 L P LoG; M ; / Lt or ct; /La k f- if additional signature lines are necessary, such as if more than two persons are owners, please use additional copies of this page. Page 15 ADJOINING PROPERTY OWNERS 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 NameDeborah Mullins P.O. Box 243 Stephenson, VA 22656 Property #44-A-76A NameFlorence Conard P.O. Box 202 Stephenson, VA 22656 Property #44-A-76B NameAnn Wilder P.O. Box 251 Stephenson, VA 22656 Property #44-A-76C NameEdward May 2851 Martinsburg Pike Stephenson, VA 22656 Property #44-A-76D NameAPAC Virginia, Inc. P.O. Box 339 Stephenson, VA 22656 Property #44-A-89 NameFranklin LF & Sons P.O. Box 339 Stephenson, VA 22656 Property #44-A-89A NameJRE Winchester LLC 1104 Leadbetter Road Ashland, VA 23005 Property #44-A-75 NameJRE Winchester LLC 11047 Leadbetter Road Ashland, VA 23005 Property #44-A-75D Name Property # IL PIERCE HARDY LIMITED PARTNERSHIP .Unanimous Written Consent of the General Partner in Lieu of an Annual Meeting ri 1st , zoo The undersigned, being the. sole general partner (the. "General Partner") of Pierce Hardy Limited Partnership , a Pennsylvariia limited partnership (the "Partnership"), does hereby consent in writing, pursuant to all applicable provisions- of the Pennsylvania Uniform Limited Partnership Act of 20I6, as amended, and the Amended arid Restated Agreement of Limited Partnership dated. January 1, 2016, as amended, to the adoption of the following resolutions and to the Partnership actions hereinafter set forth and direct that they shall, in all respects, be deemed as valid Partnership actions as though such actions and resolutions had been duly approved and authorized at an annual meeting of the General Partner of the Partnership, held as of the date above. set forth: Election of Officers RESOLVED, that the following persons are hereby unanimously elected to serve in the respective offices set forth beside their°naine until the.next annual meeting of the General Partner and until their successor(s) are duly elected and qualified: Margaret Hardy Knox Frank Cicero Paul J. Lentz Bethany L. Cypher Jim Zaunick Ed Baer Ratification of Actions — President — Chief Operating Officer — Assistant Vice President — Assistant Vice: President Vice President Assistant. Vice President RESOLVED; thatall other actions of the officers of the Partnership taken by .'such persons on behalf of the Partnership since fhe last annual meeting of the General Partner be, and hereby are, ratifiedand approved as valid Parinership actions. The undersigned directs that this written consent shall, in all respects, be deemed to be in lieu of an annual meeting of the `General Partner of the Partnership, and all notice requirements -ih connection herewith; whether by statute or otherwise, hereby ate waived. (012A5450:1 , IN WITNESS WHEREOF, the undersigned has duly exiecuted this written, consent, to be effective as of the. date first above written. GENERAL PARTNER: Peter Jon Co. By: Mar(r t.. y ox, President 16125,ASOA ) 2. Special Limited Power of Attorney County of Frederick, Virginia Frederick Planning Website: www.fcva.us Department of Planning & Development, County of Frederick, Virginia 107 North Kent Street, Winchester, Virginia 22601 Phone (540) 665-5651 Facsimile (540) 665-6395 Know All Men By These Presents That: Pierce Hardy Limited Partnership Name of Property Owncr/Applicant Please note: If the property uwncr/applicant is an entity, the name of the entity should appear ahove. If muldplc persons own the propcny or arc applicants, an executed power of attorney from each owner will be needed. 1019 Rntitp 519,F'tghty Four PA 15330 724-228-8820 Mailing Address of Property Owner/Applicant Telephone Number as owner of, or applicant with respect to, the tract(s) or parcel(s) of land in Frederick County, Virginia, identified by following property identification numbers: 210009828 (Tax Map 44-A-75G) / 210010908 (Tax Map 44-A-75F) do hereby make, constitute, and appoint: Jim Zaunick and/or Guy Flament and/or their designee Name of Attorney -In -Fact 1019 Route 519 Eighty Four PA 15330 724-928-8820 Mailing Address of Attomey-in-Fact Telephone Number to act as my true and lawful attorney -in -fact for and in my name, place, and stead, with the same full power and authority I would have if acting personally, to file and act on my behalf with respect to application with Frederick County, Virginia for the followtn , for the above identified property: XD Rezoning Subdivision H Conditional Use Permit U Site Plan Master Development Plan (prelim. or final) Q Variance or Zoning Appeal and, further, my attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This appointment shall expire one year from the day that it is signed, or at such sooner time as I otherwise rescind or modify it. Signature Title si on behalf of an entity) 2, V t; k' Statc of pen n sY1,Ick n l a- , County/C- - S \04ZA— , To wit: 1, ILIMIa�-6- . :eWO trt "0 , a Notary Public in and for the jurisdiction aforesaid, certify that the person who signed the foregoing instrument personally appeared before me and has acknowledged the sami before me in the jurisdiction aforesaid this /,2— day of tj 202�Z My Commission Expires: '�aVCwlbC-Y- -3 -2oa a Registration Number: U S4g5 Mombor, Pennsylvania Association of Notaries PrT—d by: McC-nhy U Akm. PLC. A--r od Cz a & a L- 302 Ww B­ sttce Winchatu, VA 22601 W Prepared by: McCarthy & Akers, P.L.C. ml J. Douglas McCarthy, Esq., VSB No. 65713 -`j Return to: McCarthy & Akers, P.L.C. 302 W. Boscawen Street Winchester, Virginia 222601 er Grantees' address: IUCG rl Ut),51 L,9Q /qkG- VA G Consideration: $300,000.00 Assessment: $291,000.00 Parcel ID: 44-A-75 F Title Insurer: Fidelity National Title Insurance Company THIS DEED, made and dated this 16 � day of J uh"I° , 2021, by and between EVANLYNN L.L.C., a Virginia limited liability company, hereinafter called the Grantor, and PIERCE HARDY LIMITED PARTNERSHIP, a Pennsylvania limited partnership, hereinafter called the Grantee. WITNESSETH: That for and in consideration of the sum of One Dollar and other good and valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby grant and convey, with General Warranty and English covenants of title unto the Grantee, in fee simple, all of the following described realty, to -wit: All of that certain lot or parcel of land together with all improvements thereon and appurtenances thereunto belonging, containing 2.2078 acres, situate in Stonewall Magisterial District, Frederick County, Virginia, as shown on the plat and survey of Richard A. Edens, L.S., dated June 26, 2006 and recorded with Deed as Instrument No. 060019998, among the land records of Frederick County, Virginia. AND BEING the same real estate conveyed to Evanlynn L.L.C., a Virginia limited liability company, by deed from The Adams Development Group, Inc., a West Virginia corporation, dated October 24, 2006, and recorded October 24, 2004 in the Clerk's Office Circuit Court, Frederick County, Virginia as Instrument No. 060019998. 11 C,J Reference is hereby made to the aforesaid instruments and the references therein contained for more particular descriptions of the property herein conveyed. This conveyance is made subject to all easements, rights of way and restrictions of record, affecting the subject property. WITNESS the following signatures and seals: Evanlynn L.L.C., a Virginia 1' ited liability compan rantor By / 4 CEAL) Adam E. Smith, Member/A anager COMMONWEALTH OF VIR IN A; CIT COUNTY OF —LL t� , to -wit: The foregoing instrument was acknowledged before me this A day of Jvl'�e , 2021 by Adam E. Smith as Member/Manager of Evanlynn, L.L.C., a Virginia limited liability company. My commission expires: My commission number: 44"19100", - gNUL P P • FT • NOTARY'•• T PUBLIC • cP ARY PUBLIC 0 REG M 7902083 ; Z n : MY COMMISSION: Q O • EXPIRES Z 1013112024 .: Cq'�,� �II��dAIV�9p: ! ��f 11Ek�1a1116 4;9. •"•��FJ��- 1 ��iS ill�i:r►t►�IorltOfV�rifill�,wls�lrClC�uC.(�r�it?r�o�rr� LTN A OR and Wit Iicork iItr.Piy(,oi koowl0d�,omontthor oarin�xod was adrni led to record. faX 111000d N Sec. S8.1-8020f $ �C0� , and 58.1-801 have been paid, if assessable. P'cpa cd by: McCarthy & Ak—, P.L.G Amp / , CIPrk 302 W— Boso— Sava Wu. hw,,. VA 22601 T A X R E C E I P T - H Y E A R 2 0 2 1- 1st H A Ticket #:00116960001 @@ FREDERICK COUNTY Date 5/05/2021 C. WILLIAM ORNDOFF, JR Register: WEB05/ P.O. BOX 225 Trans. #: 43980 Dept # RE202101 WINCHESTER VA 22664�-0.225 ACCT# 8045494 2021 REAL ESTATE Previous 2.21 ACRES 44 A 75F' Balance $ 880.84 Acres: 2.21 Rrincipal Being Paid $ 880.84 Land: 288800 Imp: 0. Penalty $ 00 Interest $ .00 EVANLYNN LLC Amount -;Paid $ 880.84 290 AIRPORT RD STE*6 *$alanc.e Due WINCHESTER VA 22602. = as oi..•5/OS:/2021 $ 00 T A X R E C E I P T - Y E A R H 2 0 2 1- 2nd H A Ticket #:00116960002 @@ FREDERICK COUNTY Date 5/05/2021 C. WILLIAM ORNDOFF, JR Register: WEB/$$ P.O. BOX 225 Trans. #: 43980 Dept # RE202102 WINCHESTER VA 22604.-Q225`..- ACCT# 8045494 2021 REAL ESTATE Previous 2.21 ACRES :_44 A• • 75F: '. Ba1I,ance $ 880.84 Acres:; 2,,;21 Principal Be ng, --Paid $ 880.84 Land: 288800 Penalty $ 00 Interest $ .00 EVANLYNN LLC Amount :.:Paid $ 880.84 290 AIRPORT RD STE 6. .; ::.: *Balance' Due WINCHESTER VA 226Q2: :a5 of :5:%05.f 2021 $ 00 I T A X R E C E I P T - Y E A R 2 0 2 1- 1st H A Ticket 4:00056450001 @@ H FREDERICK COUNTY Date 6/09/2021 C. WILLIAM ORNDOFF, JR Register: LMS/LMSA P.O. BOX 225 Trans. #: 18858 Dept # RE202101 WINCHESTER VA 226,04:-b225 ACCT# 8047520 2021 REAL ESTATE Previous 8.69 ACRES 44 A 750 - Balance $ 1855.32 : Acres :. 8'. 6.9 Principal Being. Paid $ 1855.32 Land: 608300 "Img: .0 - Penalty $ 00 Interest $ .00 CAMS INVESTMENTS LL;C• .Amount Paid $ 1855.32 212 THWAITE LN li Balaiice" :Due WINCHESTER VA 2260-1':' - 1. as of'' 6./09/2021 $ 00 T A X R E C E I P T N - Y E A R 2 0 2 1- 2nd H A Ticket #:00056450002 @@ FREDERICK COUNTY Date 11/30/2021 C. WILLIAM ORNDOFF, JR Register: JKH/JKHA P.O. BOX 225 Trans. #: 09805 Dept # RE202102 WINCHESTER VA 22604-0225 ACCT# 8047520 2021 REAL ESTATE previous 8.69 ACRES A :` TSG: Balance $ 1855.31 Ac 7.es $ 6..9 Principal :BeFig Paid $ 1855.31 Land: 608300 ;. =ln1p _' a Penalty $ 00 Interest $ 00 PIERCE HARDY LIMI'IEU PARTNERSHIP ;Amount: Paid $ 1855.31 1019 ROUTE 519 BLDG'. 4 . *`Balance ::Due EIGHTY FOUR PA 1533.0 :as of 11/30/2021 $ 00 ORDINANCE Action: PLANNING COMMISSION: July 20, 2022 Public Hearing Held, Recommended Approval BOARD OF SUPERVISORS: August 10, 2022 Pending ORDINANCE AMENDING THE ZONING DISTRICT MAP REZONING #04-22 84 LUMBER WHEREAS. REZONING #04-22 84 Lumber submitted to rezone 2.21-acres from B3 (Industrial Transition) District to the M I (Light Industrial) District with proffers, and 8.69-acres from the B3 District to the M I District with proffers, totaling 10.9-acres. These properties are located northwest of the intersection of' Martinsburg Pike (Route I I) and Yardmaster Court and are identified by Property Identification Numbers 44- A-75F and 44-A-75G in the Stonewall Magisterial District; and WHEREAS, the Frederick County Planning Commission held a public hearing on this Rezoning on .Iuly 20, 2022 and recommended approval; and WHEREAS, the Frederick County Board of -Supervisors held a public hearing on this Rezoning during their regular meeting on August 10, 2022; and WHEREAS, the Frederick County Board of Supervisors finds the approval of this Rezoning to be in the best interest of the public health, safety, and welfare. NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors, that Chapter 165 of the Frederick County Code, Zoning, is amended to revise the Zoning District Map to rezone 2.21-acres from B3 (Industrial Transition) District to the M I (Light Industrial) District with proffers, and 8.69-acres from the B3 District to the M 1 District with proffers, totaling 10.9-acres with amended proffer statement bearing signature date May 17, 2022. The conditions voluntarily proffered in writing by the Applicant and the Property Owner are attached. This ordinance shall be in effect on the date of adoption. Passed this 10"' day of August 2022 by the followinc, recorded vote: Charles S. DeHaven, Jr., Chairman J. Douglas McCarthy Josh E. Ludwig Blaine P. Dunn Shawn L. Graber Robert W. Wells Judith McCann -Slaughter A COPY ATTEST Michael L. Bollhoefer Frederick County Administrator PDRes #27-22 0,0 Traffic Impact Analysis 84 Lumber Truss Plant Martinsburg Pike and Yardmaster Court Frederick County, Virginia Prepared for: 84 Lumber April 201", 2022 Traffic Impact Analysis 84 Lumber Truss Plant Martinsburg Pike and Yardmaster Court Frederick County, Virginia Prepared April 201h, 2022 Prepared for: 84 Lumber Prepared by: Bowman Bowman Consulting Group, Ltd U: O��vALTH OpvWk L' q/20/22 UO MICHAEL YOUNG Lic. No. 0402060103 Traffic Project Manager: Michael Young, P.E. Bowman Job # 1301 SS-01-003 /ONA ho%%maniunutltinp;.Lom Table of Contents ExecutiveSummary.. ...................................................................................................................................................... v Introduction.......................................................................................................................................................................1 BackgroundInformation..............................................................................................................................................1 Scopeof Work.............................................................................................................................................................2 ExistingRoadway Network..........................................................................................................................................3 ExistingIntersection Configuration..........................................................................................................................3 DataCollection.................................................................................................................................................................4 TurningMovement Counts....................................................................................................................................4 ProgrammedImprovements..................................................................................................................................4 Traffic Forecast and Background Traffic.................................................................................................................5 ProposedDevelopment................................................................................................................................................5 TripGeneration and Trip Distribution.....................................................................................................................5 CapacityAnalysis.............................................................................................................................................................6 Capacity Analysis of Existing Conditions (Year 2022)...................................................................................7 Capacity Analysis Comparison — No Build vs. Build Conditions (Year 2023).......................................8 Summary......................................................................................................................................................................... 11 Conclusion...................................................................................................................................................................... 11 List of Figures Figure1. Site Location..................................................................................................................................................1 Figure2. Conceptual Plan...........................................................................................................................................2 Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection .............4 List of Tables Table1. Site Trip Generation......................................................................................................................................5 Table 2. HCM Level of Service Criteria....................................................................................................................6 Table 3. 2022 Existing Conditions Capacity Analysis — Martinsburg Pike and Yardmaster Court/ PrivateDwy........................................................................................................................................................................7 Table 4. 2023 AM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private Dvy....................................................................................................................................................................................... 8 Table 5. 2023 PM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private Dwy....................................................................................................................................................................................... 9 Table 6. 2023 AM Peak Hour Capacity Analysis — Yardmaster Court and Site Dwy........................... 10 Table 7. 2023 PM Peak Hour Capacity Analysis — Yardmaster Court and Site Dwy............................ 10 l»n. n1a1nLunsultini� LO[II Appendices Appendix A: Conceptual Plan Appendix B: Turning Movement Counts Appendix C: Traffic Volume and Traffic Distribution Exhibits Appendix D: Existing (2022) Capacity Analysis Appendix E: No Build (2023) Capacity Analysis Appendix F: Build (2023) Capacity Analysis IV hrn,anan.onriil;i�i Coen Executive Summary This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for the proposed 84 Lumber Truss Plant development located in Frederick County, VA. The purpose of this analysis is to determine the potential impact (if any) to the existing traffic operations of the surrounding roadway network caused by the proposed development. Description of Proposed Development The proposed development is to be located at the northwest corner of the intersection of Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. The proposed site will consist of a Truss Plant including 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. Access to the proposed site will be provided via three (3) full -access driveways connecting to Yardmaster Court: one (1) proposed truck driveway, one (1) proposed customer/employee driveway, and one (1) existing employee driveway. To provide a conservative analysis of the driveway operations for the site, the access to the proposed site will be evaluated as one site driveway connecting to Yardmaster Court. Scope of Work The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines. To examine the projected impact of the proposed development's site traffic on the existing roadway network, the following study intersections were analyzed in this report: • Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway (Unsignalized) • Yardmaster Court and Proposed Site Driveway (Unsignalized) For the purposes of this analysis, it is anticipated that the proposed development will be constructed and fully operational by the year 2023. Therefore, the following scenarios were evaluated as part of this study: • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) v bONNo J11LO11%L1 onkgum Programmed Improvements It is Bowman's understanding that there are no programmed roadway improvements within the project vicinity. Trip Generation Trip generation for the proposed development was calculated based on the calculations and formulae contained in the Institute of Transportation Engineers (ITE) Trip Generation Manua(, 11`h Edition. The proposed 84 Lumber Truss Plant Development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. Capacity Analysis Results To evaluate the traffic operations with the proposed development in place, capacity analyses were completed at the two (2) study intersections included in this report. The purpose for this analysis was to compare the results of the No Build and Build Conditions to identify areas impacted by the proposed development. The results of the capacity analysis indicate that there are no projected changes to levels of service at the study intersections from No Build to Build Conditions. Conclusion Based on the results of the analysis contained in this report, the addition of the site traffic associated with the proposed development is not expected to adversely impact the operations of the existing roadway network. vi bn%%m.1monuilinig cunt Introduction This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for the proposed 84 Lumber Truss Plant development located in Frederick County, VA. The purpose of this analysis is to determine the potential impact (if any) to the existing traffic operations of the surrounding roadway network caused by the proposed development. Background Information The proposed development is to be located at the northwest corner of the intersection of Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. Figure 1 depicts the site location. Figure 1. Site Location The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. The conceptual plan for the proposed site is depicted on Figure 2 and included in Appendix A. 1 bowmanconsu Iting.com root.. wa..a narwi �. ..... _.......... z �. 4 1, .►..Ry, . - .xr ..�. I d w: 7 r •� ^ - � ar I� ` �D Proposed Trudc Dwy Proposed Customeu Existing Employee Dwy Employee Dwy Figure 2. Conceptual Plan As shown in Figure 2, access to the proposed site will be provided via three (3) full -access driveways connecting to Yardmaster Court: one (1) proposed truck driveway, one (1) proposed customer/employee driveway, and one (1) existing employee driveway. To provide a conservative analysis of the driveway operations for the site, the access to the proposed site will be evaluated as one site driveway connecting to Yardmaster Court. Scope of Work The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines. In accordance with VDOT requirements, the following items were analyzed in this report: • Trip generation calculations for the proposed development • Traffic assignment (trip distribution) for the proposed development • Capacity and queuing analyses For the purposes of this analysis, it is anticipated that the proposed development will be constructed and fully operational by the year 2023. Therefore, the following scenarios were evaluated as part of this study: Study Periods • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) 2 bowmanconsu lti ng.com Intersections Evaluated • Martinsburg Pike and Yardmaster Court/Private Driveway (US 11) (Unsignalized) • Yardmaster Court and Proposed Site Driveway (Unsignalized) Programmed Improvements • It is Bowman's understanding that there are no proposed roadway improvements within the Project vicinity. Background Growth Rate • Historical traffic volumes along Martinsburg Pike published by VDOT for the previous five (5) years indicate that there has been a decrease in background traffic from 7,800 daily vehicles in 2015 to 7,600 daily vehicles in 2019. • Therefore, in order to provide a conservative amount of background traffic growth, a background growth rate of 2.0% per year will be used in the study. Existing Roadway Network Martinsburg Pike (US 7 7) within the identified study area is a two-lane undivided roadway with auxiliary turning lanes, listed as a Major Collector on VDOT's Functional Classification Map. It has a north -south alignment with a posted speed limit of 45 mph. Yardmaster Courtwithin the identified study area is a two-lane undivided roadway with an auxiliary right turn lane, listed as a Local Road on VDOT's Functional Classification Map. It has an east -west alignment with a statutory speed limit of 25 mph. Existing Intersection Configuration Intersection of Martinsburg Pike and Yardmaster Court/Private Driveway This intersection is currently a four -legged unsignalized intersection where Yardmaster Court/Private Driveway has an east -west alignment and Martinsburg Pike has a north -south alignment as shown on Figure 3. 3 how nlatic ons it I11;.�Unl Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection The eastbound approach consists of one shared left turn/through lane and one exclusive right turn lane. The westbound approach consists of one shared left turn/through/right turn lane. The northbound approach consists of one exclusive left turn lane and one shared through/right turn lane. The southbound approach consists of one exclusive left turn lane, one through lane, and one exclusive right turn lane. Data Collection Turning Movement Counts Turning movement counts were collected at the Martinsburg Pike and Yardmaster Court/Private Driveway intersection during the morning (7:00 AM - 9:00 AM) and evening (4:00 PM - 6:00 PM) peak periods. The turning movement counts were collected on Wednesday, March 23", 2022. The roadway network AM peak hour was determined to be from 8:00 AM - 9:00 AM, and the PM peak hour was determined to be from 4:15 PM - 5:15 PM. A copy of the turning movement counts is included in Appendix B. Programmed Improvements It is Bowman's understanding that there are no proposed roadway improvements within the project vicinity. 0 Traffic Forecast and Background Traffic For the purposes of this analysis, it is anticipated that the 84 Lumber Truss Plant Development will be constructed and fully operational by the year 2023. The following scenarios were evaluated as part of this study: • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) The 2022 Existing Peak Hour Traffic Volumes are depicted on Exhibit 1 in Appendix C. As previously mentioned, a background growth rate factor of 2.0% per year was applied to the traffic counts to grow the existing volumes to Future Conditions. This growth rate factor was applied to project the 2022 Existing Traffic Volumes one (1) year to develop the 2023 No Build Peak Hour Traffic Volumes, which are depicted on Exhibit 2 in Appendix C. Proposed Development The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. Trip Generation and Trip Distribution The Institute of Transportation Engineers (ITE) Trip Generation Manual, 11f" Edition was used to determine the number of trips generated by the proposed land use. Table 1 displays the trip generation for the proposed development. 'ir-ki , 1 Ci+o Trin (;onoratinn Development", n Land Size Units Weekday AM Peak Hour Weekday PM Peak Hour AverapWeekday In Out Total In Out Total M Out Total Building Materials and lumber Store 812 31,750 S.F. 31 19 50 32 39 71 270 271 541 Small Office Buildings 712 2,000 S.F. 2 1 3 1 3 4 14 15 29 Total 33 20 53 33 42 75 284 286 570 (1) Pas ed on the Ins rau.c of Trans porsobon Eng.re P4 Too Gercro6cn Mor.uA I IIn E04iOn As shown in Table 1, the proposed 84 Lumber Truss Plant Development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. 5 bow man�:cuuultin,;.ccml These traffic volumes were then distributed to the roadway network in accordance with a site traffic distribution pattern developed from the 2022 traffic counts. The site trip distribution is depicted on Exhibit 3 in Appendix C, and the site -generated trips are depicted on Exhibit 4 in Appendix C. The projected site trips were then added to the 2023 No Build Traffic Volumes to create the 2023 Build Peak Hour Traffic Volumes, which are depicted on Exhibit 5 in Appendix C. Capacity Analysis The study intersections were analyzed for each scenario using the 6ch Edition of the Highway Capacity Manual (HCM) methodologies using the computer software package Synchro 10 with SimTraffic. The analysis uses capacity, Level of Service (LOS), control delay, and queuing as the criteria for the performance of the intersections. The analysis models were developed per the standards and requirements included in VDOT's Traffic Operations and Safety Analysis Manual (TOSAM) — Version 2.0. Capacity, as defined by the HCM, is a measure of the maximum number of vehicles in an hour that can travel through an intersection or section of roadway under typical conditions. Level of Service (LOS) is a marker of the driving conditions and perception of drivers while traveling during the given time period. LOS ranges from LOS "A", which represents free -flow conditions, to LOS "F", which represents breakdown conditions. Table 2 shows the LOS for intersections as defined by the HCM. Table 2. HCM Level of Service Criteria Unsi`rWized Intersections Level of service Average Control Delay (sec/veh) A 510 B >10-15 C >15-25 D >25-35 E >35-50 F z50 Control delay is a measure of the total amount of delay experienced by an individual vehicle and includes delay related to deceleration, queue delay, stopped delay, and acceleration. Table 2 shows the amount of control delay (in seconds per vehicle) that corresponds to the LOS for signalized and unsignalized intersections. The reported queues, or linear distance of delayed vehicles, for the intersections in this study are the 95th percentile queues reported by SimTraffic after 10 runs of 60 minutes each with a 15- minute seeding time. They are reported to ensure that the storage lengths of lanes at hmN monconsultinI".iolll intersections are of adequate length and that queued vehicles will not interfere with free flow vehicles or adjacent intersections. Capacity analyses were completed for the following scenarios during the morning and evening peak hours: • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) Capacity Analysis of Existing Conditions (Year 2022) A capacity analysis under the Existing Year 2022 Conditions was conducted for the study intersection previously described in this report. The Existing Conditions capacity analysis results are included in Appendix D. Intersection of Martinsburg Pike (US 7 7) and Yardmaster Court/Private Driveway Based on the results of the capacity analysis under Existing Conditions, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway currently operates at an acceptable overall level of service "A" during both the morning and evening peak hours. All turning movements and approaches currently operate at a LOS C or better during both the morning and evening peak hours. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 3. Table 3. 2022 Existing Conditions Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private n%Anr WERSECTION AM Peak Hour PM Peak Hots Condkiwo Conditions DELAYS) LOS Maxirnt ue u �. DELAY Y LOS e us lu 1Maxknurn. Ou ittsuadioatl Martin burp PIk• and Yardmster CouNPrivate Dwy (2022Existing Conditions) Approach Nbvement Storage ft ® LT 535 176 C G2 18.1 C 32 R 290 115 B 59 10.1 B 53 Approach - 151 C 123 B •- %W Approach - 192 C 48 21.7 C 24 is L 90 9.1 A 42 8.1 A 20 TR 280 00 A 0 0.0 A 0 Approach - 0.5 A 02 A L 175 00 A 0 0.0 ASB 0 T +1,000 00 A 0 0.0 A 0 R 1 275 0.0 A 0 0.0 A 0 Approach - 00 A 0.0 A OVERALL 1.0 A 0.9 A 'Extracted from SimTraftic simulation sottware 7 hur: nruicrmwltiiis;.ir,nt Capacity Analysis Comparison - No Build vs. Build Conditions (Year 2023) Capacity analyses were conducted for the No Build and Build Conditions for the proposed year 2023. The primary purpose for this approach was to compare the results in order to identify areas impacted by the proposed development. The capacity analysis results are included in Appendices E and F. Intersection of Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway Morning Peak Hour Based on the results of the capacity analysis during the morning peak hour, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable overall level of service "A" during both the No Build and Build Conditions, with an increase in delay of 0.6 seconds. There are no projected changes in levels of service from No Build to Build Conditions. The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate at a LOS A during both the No Build and Build Conditions. The side -street (Yardmaster Court) turning movements and approaches are all projected to operate at a LOS C or better during both the No Build and Build Conditions. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 4. Table 4. 2023 AM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private Dwv NTERSECTION Approach EB vie lotemact kw 01, Mertimburg Pike and Yardmaster Coun)PrMate Dwy IS (2023 No Buld Condkk)m vs. 2023 Build Condkiom) SB Movement Storage ft AM Peak (No Build) AM Peak (Build) Condkiom CmWkiom DELAYS) LOS Maxim Queue um DELAY(S) LOS Queue Maximum, LT 535 163 C 62 17.7 C 69 R 290 112 B 52 113 B 61 Approach — 142 B 14.7 B Approach — 178 C 1 45 19.4 C 47 L 90 9.0 A 44 9.1 A 66 TR 280 1 0.0 A 0 0.0 A 12 Approach — 0.4 A 1.0 A L 175 0.0 A 0 0.0 A 0 T +1.0D0 00 A 0 0.0 A 8 R 275 00 A 0 0.0 A 0 Approach — 0.0 A 0.0 A OVERALL 0.9 A 1.5 A 'Extracted from SlmTrafficsimulation software 8 I)owII)ancoIINultiIIg.com Evening Peak Hour Based on the results of the capacity analysis during the evening peak hour, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable overall level of service "A" during both the No Build and Build Conditions, with an increase in delay of 0.7 seconds. There are no projected changes to levels of service from No Build to Build Conditions. The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate at a LOS A during both the No Build and Build Conditions. The side -street (Yardmaster Court/Private Driveway) turning movements and approaches are all projected to operate at a LOS C or better during both the No Build and Build Conditions. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table S. Table S. 2023 PM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private Dwv WTERSECTiON Approach Nbvement Storage ft LT 635 EB R 290 Approach - V16 Approach - Mwraedien N' Mrtim bury Pike rand L 90 YrdmsNr CouruPrivato Dwy i$ TR 280 (2023 No Build Condkiom Approach - vs. M23 Build Condit iom) L 175 T 41.000 sa R 275 Approach - OVERALL PM Peak (No Build) PM Peak (Build) CondiAiam Condkiom DELAYS) LOS Maximum DELAY(S) LOS maxi um 185 C 32 20.9 C 51 102 8 53 10.4 8 61 125 8 14.1 8 221 C 24 249 C 15 8.1 A 22 82 A 46 1 0.0 A 0 1 0.0 A 0 02 A 0A A •• 00 A 0 0.0 A 0 00 A 0 0.0 A 0 00 A 0 0.0 A 0 00 A 0.0 A -- 0.9 A 1.6 A 'Extracted from Sim"Fraffic simulation software Intersection of Yardmaster Court and Proposed Site Driveway Morning Peak Hour Based on the results of the capacity analysis during the morning peak hour, the southbound approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to operate at a LOS A under Build Conditions. All other movements are free -flowing, and therefore do not produce delay. 9 h oxv 111 a 11 Co l l tiU It i t I i".ColiI The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 6. T�klo A ')m:Z AAA PAals 1-Ini it Canarity Analvcic -Yardmaster Cnurt and Site Dwv WERSECTION AM Peak (No Build) AM Peak (Build) Conditions Cadkiorn DELAY (SI LOS aMaexirnum DELAY(5I LOS MMeue(ft�. btm�Q: Yrdmstot Court and She Dwy (2023 No Build Condition vs. 2023 Build Condkbrn) Approach Movement Stora a ft S6 Approach - 9.0 A 38 'Extracted from SimTraffic simulation software Evening Peak Hour Based on the results of the capacity analysis during the evening peak hour, the southbound approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to operate at a LOS A under Build Conditions. All other movements are free -flowing, and therefore do not produce delay. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 7. T-L,I- 7 ')0')2 PAA Poalr 1-Ini it rAnarity Analvcic - Ynrrimncter Cnlirt and Site Dwv - - - PM Peak (No Build) PM Peak (Build) Coodk;ww Condkiom WERSECTION DELAY (SI LOS ouM � �� �. DELAY (SI LOS aMaazuia" urn' Int on ad ho 92 Approach Movement Stora a ft Yardmaster Court and Site Dory (2023 No Build Condkkmn S6 Approach - 9.2 A 55 vs. 2023 Build Condit bm ) 'Extracted from SimTraffic simulation software As previously discussed and to provide a conservative analysis of the driveway operations for the site, the access to the proposed site was evaluated as one site driveway connecting to Yardmaster Court. The capacity analysis results above indicate that the proposed driveway approach analyzed is projected to operate at an acceptable LOS A during both the morning and evening peak hours. Therefore, because the traffic anlayzed at this location would be divided among the three (3) proposed site driveways, it is anticipated that the 3 driveways will also operate at a LOS A during both the morning and evening peak hours. 10 I)owIIruuuntiultin};.ecnn Summary The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. To evaluate the traffic operations with the proposed development in place, capacity analyses were completed at the two (2) study intersections included in this report. The purpose for this analysis was to compare the results of the No Build and Build Conditions to identify areas impacted by the proposed development. The results of the capacity analysis indicate that there are no projected changes to levels of service at the study intersections from No Build to Build Conditions. Conclusion Based on the results of the analysis contained in this report, the addition of the site traffic associated with the proposed development is not expected to adversely impact the operations of the existing roadway network. 11 hen•: manc�m>ultin};.i<nn Bowman C O N S U L T I N G 44� Appendix A Conceptual Plan howinaliconsultIIIP <0m LJMEND PARKING: PARKING SPACE SRE: ISO S.F. MIN. & PROVIDED PARKING AISLE: 22' MIN. - 24' PROVIDED 'TOTAL OFFICE AREA: 3.400 (EXISTING) + 3.DDO = 6.400 OFFICE: ISP/25GSF X 6,400-26 SPACES MANUFACTURING: 1.5 SP/EMPLOYEE + ISP/COMPANY VEHICLE 1.5 SP X 60=90 + 5 VEHICLES = 95 SPACES TOTAL PARKING REQUIRED= 121 SPACES TOTAL PARKING PROVIDED: 129 SPACES HANDICAP SPACE: 12' WIDE. MIN. - 12' PROVIDED HANDICAP SPACES REQUIRED= 101-150 REGULAR SPACES- 5 HANDICAP ACCESSIBLE SPACES PROVIDED= 5 PREVIOUS SHE PARCEL NO. 44 A-75B 44 A-75F 44 A-75G SITE INFORMATION PUN APPROVALS SP/59-05. /02-17 AREA ZONING CURRENT USE 10.00 AC M1 TRUSS MANUFACTURING 2.21 AC 83 VACANT 6.69 AC B3 VACANT PROPOSED USE TRUSS MANUFACTURING TRUSS MANUFACTURING TRUSS MANUFACTURING CA+s_ taV_ nwrosa cnvruAv p Epry a !v5lalC s)R1'/L,RMC P O=PAP SriwiCRAx A,cwr Ar WAr M [ 5(4ENl [.AY QNRF GP£ sro ✓.g4eP ANo v2F Ens»NG 2N¢ ro a AlitlKP •%']' ••��"�••��..,��„�•• ,. LOADING SPACES: 1 /40,000 SF X 33,750= .B REQUIRED - 1 PROVIDEO 12'X45' REOUIRED - 25'X54' PROVIDED •—••—••��•• 60 30 N SCALE: 1 " = 60 60 60 120 b4YPaMD ¢Cc aKXXr A40 SSC I.FXX' ¢rcnRc/twcKc sAYrARr sE+ER AAD sa Iumv Inc AAo svr GAS f.IAK AY'! 9Zl A%¢ LAi/f nXRAN" Ppe fxilt C wiw - 73' MTGhev r EATSAVG' SWr arm XIN Pmxogo swr acwnpv swore AP.vows PRc txn ccan[R URJ/Y fCCe FIFE" NNm f TPAfnr T0. Dwecnow! AFwu4s c»sniw- Anna r PA,rc PRCPPSED A9 N r PAMG Cxcar MPAVING wLiYAF SR Aa r---------------- I FLORENCE H. CONARD DEBORAH A. MULLINS TAX MAP 44 A 76A DEED BOOKA4154AT PAGE 490 DEED BOOK 647 AT PAGE 3T0 ZONED: RA _ !9 EX.20,000 SF I ZONED: RA EX. EDGE o Q A TRUSS ASSEMBLY I OF PAVEMENT p __f c j I SHED Ex EDGE OF PAVEMENT/EX EDGE7�\ FIELD LOCATED IRF / / r IRF CRAVEE — -�" f \ ___ CENTERLIN�(B __ _ E --( jT - j I /I -- Ex £ E ENT L OF cRAY£L K— iX;.' \ /• / J. . 1'ha. � e \\ 50UD FENCE OR HEODE — r t oD aXE D — scaEw eu LR g 4T��,nDs�r�o�qems` % ^•!,T L�'r.�.� ' OQ S.F I LOG /3 vR 2.000 Y W SNEO . / pN _�I R STORAGE 5R VV BUILDING 1 — _ QrTM PROP.20,000 SF ow au _ _ TRUSS ASSEMBLY ry p/e�XARr4RDY STOEX 9.600 a d 1, . BUILDING // /• w y<n �RgHiP ED ^.L--.`1� Qg 9t 1. l W 200' / f J PIERCEPARTNERSHIP 7E0 t� �• .. 7 / 1 , , YAv w A.:73f - MSrRIR/CM II'WlOB06 !'�.`.`,. ( •, _ /I / / 1 ZDNED93. Lt. A5nM4i LE //•`�� l//// � ...1 0 -J � j �R%*rtf`yU, '/ r+on / �'.. eiW�P�P'HED r� \ \\- \\ ` _ � i6,"c ^� EXEL• / " CARS / I I 5 NPD PA _ \ -` �]DPo / wq ERi EBce WDTN NA84SEM S.F F6". / I , woP 3 "�A C2 BLY _ J 3 .. ! �I �I ' \.�• 1, ic..\ .'�. _ �' o----------------- EX.SANYN T 617.W TN ..N 604.32 Bowman C: O N S U l_ `f I N G Appendix B Turning Movement Counts hclW]I I II('() I) SLI l i nl;.i l )nl Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: 15746201 CITY/STATE: Frederick, VA DATE: Wed, Mar 23 2022 353 250 Peak -Hour: 8:00 AM -- 9:00 AM 113 11.6 + + s 348 o .+ • t. Peak 15-Min: 8:45 AM -- 9:00 AM 1 + + 111� o • L 21 « 8 J t 0« 5 8 ♦ Q79 ♦ 3 3&1 « 25 J 375 « t 0« 20 « 0 27 ♦ 11 , f 2 • 9 13 242 1 a: 33.3 ♦ 36A -4f 50 r 333 341 256 Q U a l i `y Counts 122 133 DATA THAT DRfM COMMUrif WS J l ® J 0 0 0 L 0 J t 0 o 0 0 0 N/A . • • . WA WA »<4> « N/A N/A ® 1A , 7 4- , N/A F + + 15-Min Count Period Martinsburg Pike (Northbound) Martinsburg Pike Southbound) Yardmaster Ct/Private Dwy (Eastbound) Yardmaster Ct/Private (Westbound) Dwy Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right u Left Thru Right U 7:00 AM 7:15 AM 6 55 0 0 1 49 0 0 0 70 5 0 0 87 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 136 143 7:30 AM 7:45 AM 4 53 1 0 2 72 0 0 0 88 4 0 0 89 1 0 1 2 0 1 0 2 2 0 0 1 0 1 0 0 0 0 153 171 603 8:00 AM 8:15 AM 5 57 0 0 2 53 0 0 0 68 0 0 0 76 1 0 3 4 4 1 0 2 1 0 0 1 0 2 0 0 0 0 139 141 606 604 8:30 AM 8:45 AM 3 52 1 0 1 3 80 0 0 0 94 0 0 1 0 110 4 0 0 1 1 2 6 0 0 3 0 0 0 1 2 0 0 0 0 0 158 1 203 609 1 641 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles Heavy Trucks 12 320 0 0 8 32 0 0 440 16 0 0 64 4 4 0 0 12 0 0 4 8 0 4 0 0 0 0 812 116 Buses Pedestrians Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/28/2022 3:27 PI Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: 15746202 CITY/STATE: Frederick, VA DATE: Wed, Mar 23 2022 291 sal Peak -Hour: 4:15 PM -- 5:15 PM 2-4 3 + + 5 2% 0 Peak 15-Min: 4:30 PM -- 4:45 PM • + 12.1 0 16 ♦ 15 J t 0♦ 1 18.8 ♦ 0 J t 0♦ 0 54 ♦ 39 1 f 10 0 3.7 ♦ 5.1 1 r 0♦ 0 326 537 Quality Counts 25 3A DATA THAT DRIVES CCIMMUNMES Jl� ® I 0 0 0 J J + t 0I Io .� 0to o♦�♦o 0 0 0 LN+A --� N+A L • J � t • WA ♦ • • • N/A • • -i ® t J J t WA ♦ ♦ N/A I�H-+� 1 C ♦ 1 f N/A WA � + 15-Min Count Period Martinsburg Pike (Northbound) Martinsburg Pike (Southbound) Yardmaster Ct/Private Dwy (Eastbound) Yardmaster Ct/Private Dwy (Westbound) Total Hourly Totals Beginning At g g Left Thru Ri ht g U Left Thru Ri ht U g Left Thru Ri ht U Left Thru Ri ht U 4:00 PM 4:15 PM 4 134 0 7 135 0 0 0 0 0 73 4 0 66 2 0 1 0 0 5 0 4 0 0 0 0 0 0 0 0 0 0 221 214 4:30 PM 1 127 0 0 0 73 2 0 10 0 23 0 0 0 0 0 236 4:45 PM 1 132 0 0 0 64 0 0 0 0 1 0 0 0 0 0 198 869 5:00 PM 2 132 0 0 0 83 1 0 5 0 11 0 1 0 0 0 235 883 5:15 PM 0 97 0 0 0 62 0 0 3 0 8 0 2 0 0 0 172 841 1 5:30 PM 5:45 PM 0 118 0 1 78 0 0 0 0 0 79 3 0 63 2 0 3 0 0 10 0 6 0 0 0 0 0 0 0 0 0 0 213 150 818 770 Peak 15-Min Northbound Southbound Eastbound Westbound Total Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks 4 508 0 4 16 0 0 0 0 292 8 0 8 0 40 0 0 92 0 4 0 0 0 0 0 0 0 0 944 32 Buses Pedestrians Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments.• Report generated on 3/28/2022 3:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-8//-58U-2212 Page 1 of 1 Bowman C 0 N S U L 7 1 N G Appendix C Traffic Volume and Traffic Distribution Exhibits I)O7��.i Legend 123 -AM Peak Hour Traffic Volumes (123) - PM Peak Hour Traffic Volumes Bowman 2022 Existing Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA Frederick County, VA 1� N NOT TO SCALE EXHIBIT 1 PROJECT NO. 130155-01-003 d 'a a .c H C r Y. C� G (5) (292) (0) 0 (0) 5 355 0 E 3 (0) 4 + Li 2 (1) Private Dwy Yardmaster Court (15) s 21 T (0) 8 13 247 1 (39) 11 (11) (537) (0) d Y IL M H c E R N NOT TO SCALE Legend 2023 No Build EXHIBIT 123 -AM Peak Hour Traffic Volumes Bowman Peak Hour Traffic Volumes 2 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROJECT NO. Frederick County, VA 130155-01-003 d a rn L c � m in (100%) 100% 45% F' 4 Li y I> Private Dwy -11 Yardmaster Court (45%) T > 55% (55%) d Y 'a Ch L 3 N L CR G M1 1 NOT TO SCALE Legend EXHIBIT Trip Distribution 123 -AM Peak Hour Traffic Volumes Bowman (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROJECT NO. Frederick County, VA 130155-01-003 d a rn c 0 � � m (42) �n (15) r- 20 33 (33) 15 <_ 4 4. E— 4 Li � Private DwV Yardmaster Court (19) 921 <9T -> 18 (23) 11 (18) d IL a1 .a Vf i r L CR G 1 NOT TO SCALE Legend EXHIBIT Site Trips 123 -AM Peak Hour Traffic Volumes Bowman 4 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROJECT NO. Frederick County, VA 130155-01-003 a, Y a >T L N Y C� C Qi (0) (42) V) (20) (292) (0) 0 (0) 0 20 33 (33) 20 355 0 F 3 (0) EJ Li 21 (16) 4 Lj 2 (1) Private Dwy (0) 0 Yardmaster Court (34) 17 T (54) 27 (0) 8 31 247 1 (62) 22 (29) (537) (0) d Y 'a a1 L 3 .0 C r L A N 1� NOT TO SCALE Legend 2023 Build EXHIBIT 123 - AM Peak Hour Traffic Volumes Bowman Peak Hour Traffic Volumes 5 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROJECT NO. Frederick County, VA 130155-01-003 Bowman C O N S U L `i I N G Appendix D Existing (2022) Capacity Analysis hOW111;IM-0IIAI Lanes, Volumes, Timings 2022 Existing AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 __------------ Lane Group ---------- EBL EBT --- -- EBR _--------------.-.._- WBL WBT -_....-__ WBR .. -- .... NBL -- ------S NBT NBR - SBL -------- SBT - SBR Lane Configurations 4 t r Traffic Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5 Future Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1 % -1 % Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 733 347 793 874 Travel Time (s) 20.0 9.5 12.0 13.2 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles(%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free ntersection Summary � Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 2022 Existing AM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2022 Existing AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 ntersection Int Delay, s/veh Movement- --- Ek EBT EBR 48C MT - W6k , 6k 86C Lane Configurations a 4), t r Traffic Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5 Future Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - None - - None Storage Length - - 290 - - - 90 175 - 275 Veh in Median Storage, # - 0 - - 0 - 0 - 0 - Grade, % - -2 - - 2 - - 1 - -1 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 10 10 14 3 4 0 16 306 1 0 441 6 -------------- - Conflicting Flow All 782 780 441 795 786 307 447 0 0 307 0 0 Stage 1 441 441 - 339 339 - - - - - - - Stage 2 341 339 - 456 447 - - - - - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - - Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - Pot Cap-1 Maneuver 311 314 564 233 299 725 886 - - 1265 - Stage 1 581 546 - 565 620 - - - - - - Stage 2 653 603 - 477 549 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 304 308 564 219 294 725 886 - - 1265 - Mov Cap-2 Maneuver 304 308 - 219 294 - - - - - Stage 1 571 546 - 555 609 Stage 2 637 592 - 457 549 NB SB HCM Control Delay, s 15.1 19.2 0.5 0 HCM LOS C C M6vLamMaj6Wvrmi' - _'__ -NBL NBT NBR tuni Eknzwknl -sk 86f 89k, Capacity (veh/h) 886 - - 306 564 259 1265 HCM Lane V/C Ratio 0.019 - - 0.066 0.025 0.024 - HCM Control Delay (s) 9.1 - - 17.6 11.5 19.2 0 HCM Lane LOS A - - C B C A HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0.1 0 2022 Existing AM Synchro 10 Report MJY Page 2 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 Summary of All Intervals un Number 1 10 2 3 _ 4 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 672 621 653 657 583 612 616 Vehs Exited 676 623 647 655 586 616 616 Starting Vehs 5 6 5 5 7 9 5 Ending Vehs 1 4 11 7 4 5 5 Travel Distance (mi) 210 194 203 204 182 192 192 Travel Time (hr) 5.4 4.8 5.1 5.1 4.5 4.8 4.1 Total Delay (hr) 0.4 0.3 0.3 0.3 0.3 0.3 0.2 Total Stops 47 35 34 41 35 36 32 Fuel Used (gal) 6.2 5.6 6.1 5.9 5.2 5.7 5.6 Summary of All Intervals kun Number 7 ii 9 --- Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 661 645 633 637 Vehs Exited 665 647 633 636 Starting Vehs 7 6 3 5 Ending Vehs 3 4 3 5 Travel Distance (mi) 207 201 198 198 Travel Time (hr) 5.2 5.0 5.0 5.0 Total Delay (hr) 0.3 0.3 0.3 0.3 Total Stops 43 35 37 39 Fuel Used (gal) 6.0 5.8 5.8 5.8 Interval #0 Information Seeding Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 2022 Existing AM SimTraffic Report MJY Page 1 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run -Number 1 10 2 3 4 5 6 Vehs Entered 150 141 133 147 139 146 119 Vehs Exited 148 138 132 147 143 152 123 Starting Vehs 5 6 5 5 7 9 5 Ending Vehs 7 9 6 5 3 3 1 Travel Distance (mi) 46 43 41 45 44 47 38 Travel Time (hr) 1.2 1.1 1.0 1.2 1.1 1.2 0.9 Total Delay (hr) 0.1 0.0 0.1 0.1 0.1 0.1 0.0 Total Stops 11 4 10 14 8 9 7 Fuel Used (gal) 1.4 1.2 1.3 1.3 1.2 1.4 1.1 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 7 8 9 Avg Vehs Entered 165 140 153 144 Vehs Exited 167 141 149 144 Starting Vehs 7 6 3 5 Ending Vehs 5 5 7 5 Travel Distance (mi) 52 43 47 45 Travel Time (hr) 1.3 1.1 1.2 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 9 10 8 10 Fuel Used (gal) 1.5 1.3 1.4 1.3 2022 Existing AM SimTraffic Report MJY Page 2 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. dun Number 1 10 2 3 4 5 6 Vehs Entered 214 186 200 197 183 220 200 Vehs Exited 215 188 201 197 184 212 196 Starting Vehs 7 9 6 5 3 3 1 Ending Vehs 6 7 5 5 2 11 5 Travel Distance (mi) 68 58 63 61 58 68 62 Travel Time (hr) 1.8 1.5 1.6 1.6 1.4 1.7 1.5 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 17 12 6 15 5 10 13 Fuel Used (gal) 2.0 1.7 1.9 1.8 1.6 2.0 1.8 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 218 203 194 203 Vehs Exited 214 201 197 200 Starting Vehs 5 5 7 5 Ending Vehs 9 7 4 5 Travel Distance (mi) 67 62 61 63 Travel Time (hr) 1.7 1.6 1.6 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 17 11 16 14 Fuel Used (gal) 2.0 1.8 1.8 1.9 2022 Existing AM SimTraffic Report MJY Page 3 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. stun Number 1 10 2 3 4 5 6 Vehs Entered 142 139 148 152 130 112 140 Vehs Exited 146 138 150 152 125 123 141 Starting Vehs 6 7 5 5 2 11 5 Ending Vehs 2 8 3 5 7 0 4 Travel Distance (mi) 45 43 46 48 40 36 44 Travel Time (hr) 1.1 1.1 1.1 1.2 1.0 0.9 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 Total Stops 11 10 5 4 10 7 5 Fuel Used (gal) 1.4 1.3 1.3 1.3 1.2 1.1 1.3 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. --- -- -- Run Number - - 7 - - - --- - 8 - 9 _-- .... . .. ....... Avg --- -- - --- --- -- - Vehs Entered 136 153 128 138 Vehs Exited 140 159 129 141 Starting Vehs 9 7 4 5 Ending Vehs 5 1 3 4 Travel Distance (mi) 43 49 40 43 Travel Time (hr) 1.1 1.2 1.0 1.1 Total Delay (hr) 0.1 0.1 0.0 0.1 Total Stops 6 6 5 7 Fuel Used (gal) 1.2 1.4 1.1 1.3 2022 Existing AM SimTraffic Report MJY Page 4 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. �2un Number 1 10 -2 3 4 5 6 Vehs Entered 166 155 172 161 131 134 157 Vehs Exited 167 159 164 159 134 129 156 Starting Vehs 2 8 3 5 7 0 4 Ending Vehs 1 4 11 7 4 5 5 Travel Distance (mi) 52 49 53 50 41 41 49 Travel Time (hr) 1.3 1.2 1.4 1.2 1.0 1.0 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 Total Stops 8 9 13 8 12 10 7 Fuel Used (gal) 1.5 1.4 1.6 1.4 1.2 1.2 1.4 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 7 8 9 Avg Vehs Entered 142 149 158 152 Vehs Exited 144 146 158 150 Starting Vehs 5 1 3 4 Ending Vehs 3 4 3 5 Travel Distance (mi) 45 46 50 48 Travel Time (hr) 1.1 1.1 1.2 1.2 Total Delay (hr) 0.0 0.0 0.1 0.1 Total Stops 11 8 8 8 Fuel Used (gal) 1.3 1.3 1.5 1.4 2022 Existing AM SimTraffic Report MJY Page 5 Queuing and Blocking Report 2022 Existing AM 04/18/2022 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy ovement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 62 59 48 42 Average Queue (ft) 15 11 6 4 95th Queue (ft) 47 40 31 23 Link Distance (ft) 687 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summa Network wide Queuing Penalty: 0 2022 Existing AM SimTraffic Report MJY Page 6 Lanes, Volumes, Timings 2022 Existing PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 ---e---- --- -- - - Can Group - - -- EBL— -- --EBT-- EBR WBL -- ---- WBT -.W_.... ---- BR_ ---- N--BL--- -- --- -B N--T- -- ---- NBR - - SBL - - - SBT - SBR Lane Configurations *' r 41� i; 'i t r Traffic Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5 Future Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900. Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1 % -1 % Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 810 347 793 874 Travel Time (s) 22.1 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min) 15 2022 Existing PM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2022 Existing PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy — 04/1812022 ntersection Int Delay, s/veh 0.9 W64rrIk -EBL EBT EBR WBL -WBT WBR NBL NBT- M6k­*s'6LS_13TSB'k - ----- ------- Lane Configurations t r Traffic Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5 Future Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 - Grade, % - -2 - - 2 - 1 - - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 16 0 41 1 0 0 12 560 0 0 304 5 M_------- aj6iVirio_C M_m "or2_ - __ - — _M__i"_n_o_rI__'__ - - ___ __'__M_'_ajo ___r__I_ __ - _'_ '_ - ___ - ''__ '_a_ __ MjoQ -_-.-_-....--_------_....__.___s__-_---_...___. -------- -- .... . . .... Conflicting Flow All 888 888 304 911 893 560 309 0 0 560 0 0 Stage 1 304 304 - 594 584 - - - - - - - Stage 2 584 584 - 327 309 - - - - - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - - Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 Pot Cap-1 Maneuver 292 314 741 232 256 515 1166 - - 1021 Stage 1 730 689 - 470 470 - - - - - Stage 2 531 535 - 665 641 - - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 290 311 741 217 253 515 1166 - - 1021 Mov Cap-2 Maneuver 290 311 - 217 253 - - - - - Stage 1 723 689 - 465 465 - - - - - Stage 2 526 530 - 628 641 - - - - - BB W8 -NB SB HCM Control Delay, s 12.3 21.7 0.2 0 HCM LOS B C Minor N-'B-'L NBT NBR EBLnI EBLn2WBLnl SBL SBT SBR Capacity (veh/h) 1166 - - 290 741 217 1021 HCM Lane V/C Ratio 0.01 - - 0.055 0.056 0.005 - HCM Control Delay (s) 8.1 - - 18.1 10.1 21.7 0 HCM Lane LOS A - - C B C A HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 0 2022 Existing PM MJY Synchro 10 Report Page 2 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 Summary of All Intervals dun Number �_- 1 10 2 3 4 5 Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 908 822 891 882 892 900 851 Vehs Exited 903 826 893 889 889 907 852 Starting Vehs 5 7 9 9 8 12 7 Ending Vehs 10 3 7 2 11 5 6 Travel Distance (mi) 285 260 281 279 281 285 269 Travel Time (hr) 7.2 6.6 7.1 7.0 7.1 7.2 6.7. Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.5 0.4 Total Stops 61 60 60 56 54 63 45 Fuel Used (gal) 8.4 7.5 8.1 8.0 8.0 8.3 7.7 Summary of All Intervals stun Number 7 8 9 Avg Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 831 897 905 878 Vehs Exited 832 900 903 880 Starting Vehs 7 10 3 7 Ending Vehs 6 7 5 6 Travel Distance (mi) 262 283 285 277 Travel Time (hr) 6.6 7.1 7.2 7.0 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 47 59 55 55 Fuel Used (gal) 7.5 8.3 8.1 8.0 Interval #0 Information Seedi Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval, 2022 Existing PM SimTraffic Report MJY Page 1 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. jtun Number 1 10 2 _..._--..__-_.____-___.-----------__._..._.-- 3 4 5 6, Vehs Entered 227 193 221 232 196 191 189 Vehs Exited 228 195 222 232 199 195 188 Starting Vehs 5 7 9 9 8 12 7 Ending Vehs 4 5 8 9 5 8 8 Travel Distance (mi) 71 61 70 72 62 61 60 Travel Time (hr) 1.8 1.6 1.7 1.8 1.5 1.6 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 12 15 14 17 13 14 14 Fuel Used (gal) 2.0 1.7 2.0 2.1 1.8 1.8 1.7 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. kn Number -7 8 9 Avg Vehs Entered 206 221 214 210 Vehs Exited 208 221 210 210 Starting Vehs 7 10 3 7 Ending Vehs 5 10 7 7 Travel Distance (mi) 66 69 67 66 Travel Time (hr) 1.6 1.8 1.7 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 15 11 13 Fuel Used (gal) 1.9 2.0 1.8 1.9 2022 Existing PM SimTraffic Report MJY Page 2 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. stun Number 1 10 2 3 4 5 6 Vehs Entered 258 205 222 223 240 277 250 Vehs Exited 258 205 221 226 242 275 246 Starting Vehs 4 5 8 9 5 8 8 Ending Vehs 4 5 9 6 3 10 12 Travel Distance (mi) 81 65 70 71 76 87 79 Travel Time (hr) 2.0 1.6 1.8 1.8 1.9 2.3 2.0 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 15 13 21 13 13 24 15 Fuel Used (gal) 2.4 1.9 2.1 2.0 2.1 2.6 2.3 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. jtun Number 7 8 9 Avg Vehs Entered 245 227 240 239 Vehs Exited 239 230 240 239 Starting Vehs 5 10 7 7 Ending Vehs 11 7 7 7 Travel Distance (mi) 76 72 75 75 Travel Time (hr) 1.9 1.8 1.9 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 15 14 16 16 Fuel Used (gal) 2.2 2.1 2.1 2.2 2022 Existing PM SimTraffic Report MJY Page 3 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 1 10 2 3 4 5 6 Vehs Entered 217 196 218 224 226 211 207 Vehs Exited 216 196 220 224 219 215 210 Starting Vehs 4 5 9 6 3 10 12 Ending Vehs 5 5 7 6 10 6 0 Travel Distance (mi) 69 62 70 71 70 67 65 Travel Time (hr) 1.7 1.6 1.8 1.7 1.7 1.6 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 15 15 14 13 9 12 10 Fuel Used (gal) 2.0 1.8 2.0 2.1 2.0 1.9 1.9 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. -------_ --- - - - ------._.. stun Number --. 7 --- ...--- ---- 9- A-vg-- - - - --- -- --- Vehs Entered 190 191 228 212 Vehs Exited 197 192 227 212 Starting Vehs 11 7 7 7 Ending Vehs 4 6 8 7 Travel Distance (mi) 61 61 72 67 Travel Time (hr) 1.5 1.5 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 6 14 15 12 Fuel Used (gal) 1.7 1.8 2.1 1.9 2022 Existing PM SimTraffic Report MJY Page 4 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. stun Number 1 10 2 3 4 5 Vehs Entered 206 228 230 203 230 221 205 Vehs Exited 201 230 230 207 229 222 208 Starting Vehs 5 5 7 6 10 6 9 Ending Vehs 10 3 7 2 11 5 6 Travel Distance (mi) 64 72 72 64 72 69 65 Travel Time (hr) 1.6 1.8 1.8 1.6 1.9 1.7 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 19 17 11 13 19 13 6 Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.8 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 190 258 223 220 Vehs Exited 188 257 226 220 Starting Vehs 4 6 8 7 Ending Vehs 6 7 5 6 Travel Distance (mi) 59 81 71 69 Travel Time (hr) 1.5 2.0 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 14 16 13 14 Fuel Used (gal) 1.7 2.4 2.1 2.0 2022 Existing PM SimTraffic Report MJY Page 5 Queuing and Blocking Report 2022 Existing PM 04/18/2022 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private D Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 32 53 24 20 Average Queue (ft) 10 19 1 2 95th Queue (ft) 31 43 10 12 Link Distance (ft) 764 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summa Network wide Queuing Penalty: 0 2022 Existing PM SimTraffic Report MJY Page 6 Bowman C: 0 N S U t_ 1 I N G Appendix E No Build (2023) Capacity Analysis howilmIIi ()nstI in�;.i can Lanes, Volumes, Timings 2023 No Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 EBL EBT -EBR WBL ^WBT WBR - NBL _ NBT NBR SBL SBT SB Lane Configurations 41, Traffic Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5 Future Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 898 347 793 874 Travel Time (s) 24.5 9.5 12.0 13.2 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11 % 0% 0% 11 % 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free i--nte-rs--ec—ti-on—Summa-- _-ry---- ---- ...._ --- ---- - -- - -- - ] Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min)15 2023 No Build AM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2023 No Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 -- - - ---- - ------ -_ _ - - - - - - - - - ----------- -- - -- - - - ------ - 1 ntemection Int Delay, s/veh MawrnWt 0.9 V k WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *T+ T t r Traffic Vol, veh/h 8 8 11 2 3 0 13 247 1 0 355 5 Future Vol, veh/h 8 8 11 2 3 0 13 247 1 0 355 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 9 9 13 2 3 0 15 281 1 0 403 6 Faj6dW nor Minor2 Minorl Majorl Major2 Conflicting Flow All 716 715 403 729 721 282 409 0 0 282 0 0 Stage 403 403 - 312 312 - - - - - - - Stage 2 313 312 - 417 409 - - - - - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - - Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - - Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - Pot Cap-1 Maneuver 343 342 593 262 328 750 918 - - 1292 - - Stage 1 607 567 - 587 639 - - - - - - - Stage 2 674 619 - 505 573 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 336 337 593 248 323 750 918 - - 1292 - - Mov Cap-2 Maneuver 336 337 - 248 323 - - - - - - Stage1 597 567 - 578 629 - - - - - - - Stage 2 659 609 - 486 573 - - - - - - -------_ --------- - - - ._._ WB NB SB � HCM Control Delay, s 14.2 17.8 0.4 0 HCM LOS B C dinar Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 918 - - 336 593 288 1292 - - HCM Lane V/C Ratio 0.016 - - 0.054 0.021 0.02 - - - HCM Control Delay (s) 9 - - 16.3 11.2 17.8 0 - - HCM Lane LOS A - - C B C A - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.1 0 - 2023 No Build AM Synchro 10 Report MJY Page 2 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 Summary of All Intervals - un Number - - - - - --_ - 1 - -- _ ---- 10 -- - - - 2 -- -- ----- 3 -------- 4 --------- 5 --. 6 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 688 653 673 666 587 623 631 Vehs Exited 688 656 668 664 589 627 631 Starting Vehs 5 7 5 5 7 9 5 Ending Vehs 5 4 10 7 5 5 5 Travel Distance (mi) 216 206 211 209 184 197 198 Travel Time (hr) 5.5 5.2 5.3 5.2 4.6 5.0 4.9 Total Delay (hr) 0.4 0.3 0.3 0.3 0.2 0.3 0.2 Total Stops 51 32 41 38 34 38 28 Fuel Used (gal) 6.4 6.0 6.2 6.0 5.3 5.8 5.7 Summary of All Intervals kun Number 7 8 9 Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 655 670 640 648 Vehs Exited 659 669 638 649 Starting Vehs 7 6 3 5 Ending Vehs 3 7 5 5 Travel Distance (mi) 207 210 201 204 Travel Time (hr) 5.1 5.2 5.1 5.1 Total Delay (hr) 0.3 0.3 0.3 0.3 Total Stops 35 40 32 36 Fuel Used (gal) 6.0 6.1 5.8 5.9 Interval #0 Information Seedi Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 2023 No Build AM SimTraffic Report MJY Page 1 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. dun Number 1 10 2 3 4 5 6, Vehs Entered 166 145 149 163 143 151 138 Vehs Exited 163 144 144 162 147 156 140 Starting Vehs 5 7 5 5 7 9 5 Ending Vehs 8 8 10 6 3 4 3 Travel Distance (mi) 52 45 46 51 45 49 44 Travel Time (hr) 1.3 1.1 1.2 1.3 1.1 1.2 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 10 8 10 12 10 9 6 Fuel Used (gal) 1.5 1.3 1.4 1.5 1.3 1.5 1.3 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Now- ------ --- ------ --- - - - j2un Number - - -7-- - _ 8 __- - - - --- -- 9 - Av g - ----- -- - - --- - Vehs Entered 170 148 169 155 Vehs Exited 171 149 165 153 Starting Vehs 7 6 3 5 Ending Vehs 6 5 7 5 Travel Distance (mi) 53 46 53 48 Travel Time (hr) 1.3 1.2 1.3 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 8 10 6 9 Fuel Used (gal) 1.5 1.4 1.5 1.4 2023 No Build AM SimTraffic Report MJY Page 2 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. stun Number- -^- 1 10 2 3 4 5 6, Vehs Entered 202 182 188 178 153 200 188 Vehs Exited 204 183 192 181 153 198 184 Starting Vehs 8 8 10 6 3 4 3 Ending Vehs 6 7 6 3 3 6 7 Travel Distance (mi) 64 58 60 56 49 63 59 Travel Time (hr) 1.7 1.4 1.5 1.4 1.2 1.6 1.4 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 17 6 8 10 3 14 10 Fuel Used (gal) 1.9 1.7 1.7 1.6 1.3 1.9 1.7 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. - - ------ - - Ruri Number - - - -- - ---- - 7 ----- _------ ----...--- 8 - 9 --- - - - - - - -- ------ Avg Vehs Entered 190 190 171 184 Vehs Exited 187 187 177 185 Starting Vehs 6 5 7 5 Ending Vehs 9 8 1 5 Travel Distance (mi) 59 59 55 58 Travel Time (hr) 1.5 1.5 1.5 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 11 11 13 11 Fuel Used (gal) 1.8 1.7 1.7 1.7 2023 No Build AM SimTraffic Report MJY Page 3 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. stun Number 1 10 2 3 4 5 ti Vehs Entered 150 151 156 164 139 122 148 Vehs Exited 154 149 159 157 134 125 147 Starting Vehs 6 7 6 3 3 6 7 Ending Vehs 2 9 3 10 8 3 8 Travel Distance (mi) 48 47 49 51 43 39 46 Travel Time (hr) 1.2 1.2 1.2 1.3 1.1 0.9 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 Total Stops 10 10 9 6 8 5 4 Fuel Used (gal) 1.4 1.4 1.4 1.4 1.2 1.1 1.4 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. --- - -------------- --- - �un Number ._. 7 - -- 8 -- 9-- --Avg- --------------- - Vehs Entered 144 170 132 148 Vehs Exited 148 176 130 148 Starting Vehs 9 8 1 5 Ending Vehs 5 2 3 5 Travel Distance (mi) 46 55 41 46 Travel Time (hr) 1.1 1.3 1.0 1.2 Total Delay (hr) 0.1 0.1 0.0 0.1 Total Stops 4 6 6 8 Fuel Used (gal) 1.3 1.6 1.1 1.3 2023 No Build AM SimTraffic Report MJY Page 4 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 1 10 2 3 4 5 6 Vehs Entered 170 175 180 161 152 150 157 Vehs Exited 167 180 173 164 155 148 160 Starting Vehs 2 9 3 10 8 3 8 Ending Vehs 5 4 10 7 5 5 5 Travel Distance (mi) 53 56 56 51 48 47 50 Travel Time (hr) 1.3 1.4 1.4 1.2 1.2 1.2 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 Total Stops 14 8 14 10 13 10 8 Fuel Used (gal) 1.6 1.6 1.7 1.5 1.4 1.3 1.4 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 7 8 9 Avg Vehs Entered 151 162 168 161 Vehs Exited 153 157 166 162 Starting Vehs 5 2 3 5 Ending Vehs 3 7 5 5 Travel Distance (mi) 48 50 53 51 Travel Time (hr) 1.2 1.3 1.3 1.3 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 13 7 10 Fuel Used (gal) 1.4 1.5 1.5 1.5 2023 No Build AM SimTraffic Report MJY Page 5 Queuing and Blocking Report 2023 No Build AM 04/18/2022 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy ovement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 62 52 45 44 Average Queue (ft) 14 11 6 3 95th Queue (ft) 43 39 27 21 Link Distance (ft) 852 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summa Network wide Queuing Penalty: 0 2023 No Build MJY Lanes, Volumes, Timings 2023 No Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 bane Group EBL EBT EBR WBI_ WBT WBR NBL NBT NBR SBL SBT SB Lane Configurations *' r 4+ r Traffic Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5 Future Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 889 347 793 874 Travel Time (s) 24.2 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 200/. Shared Lane Traffic (%) Sign Control Stop Stop Free Free jntersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 2023 No Build PM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2023 No Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 j�ntersect'ion Int Delay, s/veh 0.9 mnvement EBL EBT EBR VNBL ^ WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations a t r Traffic Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5 Future Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 16 0 41 1 0 0 12 571 0 0 311 5 jNajorlMinor Minor2 Minorl Majorl Major2 Conflicting Flow All 906 906 311 929 911 571 316 0 0 571 0 0 Stage 1 311 311 - 595 595 - - - - - - - Stage 2 595 595 - 334 316 - - - - - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - - Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - - Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - Pot Cap-1 Maneuver 284 308 735 226 250 508 1159 - - 1012 - - Stage1 724 685 - 463 464 - - - - - - - Stage 2 524 529 - 659 636 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 282 305 735 212 248 508 1159 - - 1012 - - Mov Cap-2 Maneuver 282 305 - 212 248 - - - - - - - Stage1 717 685 - 458 459 - - - - - - - Stage 2 519 524 - 622 636 - - - - - - - AT�rna� EB WB NB SB _ � HCM Control Delay, s 12.5 22.1 0.2 0 HCM LOS B C Minor Lane%Major Mvmt NBL NBT NBR EBLM EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1159 - - 282 735 212 1012 - - HCM Lane V/C Ratio 0.01 - - 0.057 0.056 0.005 - - HCM Control Delay (s) 8.1 - - 18.5 10.2 22.1 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 0 - - 2023 No Build PM Synchro 10 Report MJY Page 2 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 Summary of All Intervals stun Number 1 10 2 3 _- 4 5 6, Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 922 829 891 889 906 900 893 Vehs Exited 917 832 893 892 903 907 895 Starting Vehs 5 7 9 9 8 12 8 Ending Vehs 10 4 7 6 11 5 6 Travel Distance (mi) 291 263 282 281 286 286 283 Travel Time (hr) 7.4 6.7 7.2 7.1 7.2 7.2 7.1 Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.5 0.4 Total Stops 60 55 58 56 54 59 44 Fuel Used (gal) 8.5 7.5 8.1 8.1 8.2 8.2 8.1 Summary of All Intervals IRun Number 7 8 9 Avg Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 849 918 912 891 Vehs Exited 849 921 911 892 Starting Vehs 7 10 3 7 Ending Vehs 7 7 4 7 Travel Distance (mi) 269 290 288 282 Travel Time (hr) 6.8 7.3 7.3 7.1 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 48 59 52 54 Fuel Used (gal) 7.7 8.5 8.2 8.1 Interval #0 Information Seedin Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 2023 No Build PM SimTraffic Report MJY Page 1 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. stun Number 1 10 2- Vehs Entered 234 193 221 232 203 191 210 Vehs Exited 235 195 222 232 207 195 210 Starting Vehs 5 7 9 9 8 12 8 Ending Vehs 4 5 8 9 4 8 8 Travel Distance (mi) 74 61 70 73 65 61 67 Travel Time (hr) 1.9 1.6 1.7 1.8 1.6 1.6 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 12 16 14 17 15 12 14 Fuel Used (gal) 2.1 1.7 2.0 2.1 1.9 1.7 1.9 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 7 8 9 Avg Vehs Entered 206 228 214 214 Vehs Exited 208 228 210 214 Starting Vehs 7 10 3 7 Ending Vehs 5 10 7 7 Travel Distance (mi) 66 72 67 68 Travel Time (hr) 1.6 1.8 1.7 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 17 10 13 Fuel Used (gal) 1.9 2.1 1.9 1.9 2023 No Build PM SimTraffic Report MJY Page 2 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. dun -Number f- 1 10 2 3 4 5 6, Vehs Entered 258 205 222 223 247 277 257 Vehs Exited 258 205 222 226 249 275 259 Starting Vehs 4 5 8 9 4 8 8 Ending Vehs 4 5 8 6 2 10 6 Travel Distance (mi) 82 65 70 71 78 88 82 Travel Time (hr) 2.0 1.6 1.8 1.8 2.0 2.3 2.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 15 13 20 13 12 24 12 Fuel Used (gal) 2.4 1.9 2.1 2.0 2.2 2.6 2.4 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 245 234 240 241 Vehs Exited 242 237 240 241 Starting Vehs 5 10 7 7 Ending Vehs 8 7 7 6 Travel Distance (mi) 77 74 76 76 Travel Time (hr) 1.9 1.8 2.0 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 14 14 16 16 Fuel Used (gal) 2.2 2.1 2.2 2.2 2023 No Build PM SimTraffic Report MJY Page 3 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 1 10 2 3 4 5 6 Vehs Entered 224 203 218 227 226 211 214 Vehs Exited 223 203 219 224 218 215 210 Starting Vehs 4 5 8 6 2 10 6 Ending Vehs 5 5 7 9 10 6 10 Travel Distance (mi) 71 64 70 71 71 67 67 Travel Time (hr) 1.8 1.6 1.8 1.7 1.7 1.6 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 14 8 13 13 8 10 10 Fuel Used (gal) 2.0 1.8 2.0 2.0 1.9 1.9 1.9 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. ------ -.-...- - --------- - - _--- ---- Run Number --- 7 - ---- 8 -- ---- _--Avg- 9 - - ---- ----- -- -- - Entered Vehs- 205 198 228 215 Vehs Exited 208 198 227 214 Starting Vehs 8 7 7 6 Ending Vehs 5 7 8 7 Travel Distance (mi) 65 63 72 68 Travel Time (hr) 1.6 1.6 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 9 14 13 11 Fuel Used (gal) 1.9 1.9 2.1 2.0 2023 No Build PM SimTraffic Report MJY Page 4 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. stun Number -- 1 10 _..__ ... 2 . --- _ - - - --- - - - --- -- -- -, Vehs Entered 206 228 230 207 230 221 212 Vehs Exited 201 229 230 210 229 222 216 Starting Vehs 5 5 7 9 10 6 10 Ending Vehs 10 4 7 6 11 5 6 Travel Distance (mi) 64 72 72 65 72 70 67 Travel Time (hr) 1.7 1.8 1.8 1.7 1.9 1.7 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 19 18 11 13 19 13 8 Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.9 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. stun Number 7 8 9 Avg Vehs Entered 193 258 230 222 Vehs Exited 191 258 234 221 Starting Vehs 5 7 8 7 Ending Vehs 7 7 4 7 Travel Distance (mi) 61 81 73 70 Travel Time (hr) 1.5 2.0 1.8 1.8 Total Delay (hr) 0.1 0.2 0.1 0.1 Total Stops 13 14 13 14 Fuel Used (gal) 1.8 2.4 2.1 2.0 2023 No Build PM SimTraffic Report MJY Page 5 Queuing and Blocking Report Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private D ovement EB EB WB NB 2023 No Build PM 04/18/2022 Directions Served LT R LTR L Maximum Queue (ft) 32 53 24 22 Average Queue (ft) 10 19 1 2 95th Queue (ft) 31 42 10 13 Link Distance (ft) 843 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2023 No Build PM MJY SimTraffic Report Page 6 Bowman C O N S U l_ S I N G Appendix F Build (2023) Capacity Analysis bow 11ruIcunsul(in(.;.cOm Lanes, Volumes, Timings 2023 Build AM 1: Martinsburg Pike & YardmasterCt/Private Dwy 04/18/2022 ` inP Grruw - ------ ------ EB-L ---EBT- -- EBR WBL WBT WBR NBL NBT NOR SBL SBT SBR Lane Configurations *T r 4 T t r Traffic Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20 Future Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1 % -1 % Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 535 347 793 874 Travel Time (s) 14.6 9.5 12.0 13.2 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11 % 0% 0% 11 % 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free j-ntersedion Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 2023 Build AM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2023 Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 mersection Int Delay, s/veh Movement 1.5 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *' r T t r Traffic Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20 Future Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - - None - - None Storage Length - 290 - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 19 9 25 2 3 0 35 281 1 0 403 23 �tajorlMinor Minor2 Minorl Majorl Major2 Conflicting Flow All 756 755 403 784 778 282 426 0 0 282 0 0 Stage 403 403 - 352 352 - - - - - - - Stage 2 353 352 - 432 426 - - - - - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - - Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - - Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - - Pot Cap-1 Maneuver 324 325 593 238 303 750 904 - - 1292 - - Stage 1 607 567 - 554 611 - - - - - - - Stage 2 644 595 - 494 562 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 312 312 593 216 291 750 904 - - 1292 - - Mov Cap-2 Maneuver 312 312 - 216 291 - - - - - - - Stage 1 583 567 - 532 587 - - - - - - - Stage 2 615 572 - 466 562 - - - - - - - HCM Control Delay, s 14.7 19.4 1 0 HCM LOS B C for Lane/Maior Mvmt NBL NBT NBR EBW EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 904 - - 312 593 256 1292 - - HCM Lane V/C Ratio 0.039 - - 0.091 0.042 0.022 - - - HCM Control Delay (s) 9.1 - - 17.7 11.3 19.4 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.1 0.1 0 - - 2023 Build AM Synchro 10 Report MJY Page 2 Lanes, Volumes, Timings 2023 Build AM 2: Yardmaster Ct & Site Dwy 04/18/2022 ----- -------------- - --------- Cane Group EBL - EBT - - WBT - — WBR -- .._.... SBL - .-- SBR __ ----- _ -- i Lane Configurations Traffic Volume (vph) 0 27 21 33 20 0 Future Volume (vph) 0 27 21 33 20 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 451 535 256 Travel Time (s) 12.3 14.6 7.0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 2% 33% 38% 2% 2% 2% Shared Lane Traffic (%) Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 2023 Build AM Synchro 10 Report MJY Page 3 HCM 6th TWSC 2023 Build AM 2: Yardmaster Ct & Site Dwy 04/18/2022 Inifirw&6n­­ --- -- ---- - ---- -- ---- - -- - __­__­____. --- — ---- -- Int Delay, s/veh 1.8 S13LSBR Lane Configurations t T* Y Traffic Vol, veh/h 0 27 21 33 20 0 Future Vol, veh/h 0 27 21 33 20 0 Conflicting Peds, fflhr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length - - - 0 Veh in Median Storage, # - 0 0 - 0 Grade, % - -2 2 - 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 33 38 2 2 2 Mvmt Flow 0 31 24 38 23 0 Wi16r_Mn_6r— - _M__ ajo_ -r Conflicting Flow All 0 0 74 43 Stage 1 - - 43 - Stage 2 - 31 - Critical Hdwy - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy - 3.518 3.318 Pot Cap-1 Maneuver 0 - - 930 1027 Stage 1 0 - - 979 - Stage 2 0 - - 992 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 930 1027 Mov Cap-2 Maneuver - - - 930 - Stage 1 - - - 979 - Stage 2 - - - 992 - HCM Control Delay, s 0 0 9 HCM LOS A Whor-Lane/Major M -vm't- E---BT---W--BT-- Capacity (veh/h) - - - 930 HCM Lane V/C Ratio - - - 0.024 HCM Control Delay (s) - - - 9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 2023 Build AM Synchro 10 Report MJY Page 4 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 Summary of All Intervals - un Number ...... ---- -- - -- 1 -- --- - - 10 _ - .. - 2 - ....--__ .._-..._-.._._. 3 -- 4-- -..__.._.. 5 6, Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 771 725 747 682 715 696 737 Vehs Exited 768 724 744 684 716 696 741 Starting Vehs 6 4 4 6 7 5 7 Ending Vehs 9 5 7 4 6 5 3 Travel Distance (mi) 235 221 228 210 219 212 227 Travel Time (hr) 6.3 5.9 6.1 5.7 6.0 5.7 6.6 Total Delay (hr) 0.5 0.4 0.5 0.4 0.5 0.4 0.5 Total Stops 87 85 87 94 79 79 84 Fuel Used (gal) 7.3 6.9 7.0 6.6 6.7 6.6 7.0 Summary of All Intervals - - - ------ _.... 7 - 8 _9..._._ .. -Avg-- Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 678 726 680 716 Vehs Exited 675 733 681 715 Starting Vehs 3 10 5 4 Ending Vehs 6 3 4 4 Travel Distance (mi) 207 223 209 219 Travel Time (hr) 5.6 6.0 5.8 5.9 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 82 78 88 83 Fuel Used (gal) 6.4 7.0 6.7 6.8 Interval #0 Information Seedi Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 2023 Build AM SimTraffic Report MJY Page SimTraffic Simulation Summary 2023 Build AM 04/18/2022 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. ---- - - - - --_ - - - --- �2un Number 1 - - - - 10 - - 2 --- 3 - --- - -- 4 -- - -- 5 --- Vehs Entered 199 173 174 195 161 149 163 Vehs Exited 199 169 174 194 164 151 163 Starting Vehs 6 4 4 6 7 5 7 Ending Vehs 6 8 4 7 4 3 7 Travel Distance (mi) 61 53 54 60 49 45 50 Travel Time (hr) 1.7 1.5 1.5 1.6 1.3 1.2 1.3 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 33 25 19 18 17 13 23 Fuel Used (gal) 2.0 1.6 1.7 1.9 1.5 1.4 1.6 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. - - - --- -- - - - �tun Number - - - - - - - 7 - --- 8 --- - -- --- 9 - -_- -- - - -- ------ Avg Vehs Entered 179 173 167 172 Vehs Exited 177 173 169 174 Starting Vehs 3 10 5 4 Ending Vehs 5 10 3 5 Travel Distance (mi) 54 53 51 53 Travel Time (hr) 1.5 1.4 1.4 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 24 14 16 20 Fuel Used (gal) 1.7 1.6 1.6 1.7 2023 Build AM SimTraffic Report MJY Page 2 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run -Number----. -_ .___..__ .. 1----------__10... . ..... . ... 2...... ._ __.__ .3- _ Vehs Entered 217 190 214 177 198 222 205 Vehs Exited 214 192 212 176 192 216 205 Starting Vehs 6 8 4 7 4 3 7 Ending Vehs 9 6 6 8 10 9 7 Travel Distance (mi) 65 58 65 54 59 66 63 Travel Time (hr) 1.7 1.5 1.7 1.5 1.6 1.9 1.7 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 16 22 24 34 21 26 25 Fuel Used (gal) 1.9 1.8 2.0 1.7 1.8 2.1 1.9 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. dun Number 7 8 9 Avg Vehs Entered 192 203 191 201 Vehs Exited 191 207 187 200 Starting Vehs 5 10 3 5 Ending Vehs 6 6 7 5 Travel Distance (mi) 58 62 57 61 Travel Time (hr) 1.6 1.7 1.7 1.7 Total Delay (hr) 0.1 0.2 0.2 0.1 Total Stops 18 29 30 23 Fuel Used (gal) 1.8 2.1 1.9 1.9 2023 Build AM SimTraffic Report MJY Page 3 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. - _.__..- _-.-..- ___ un Number 1- _ 10 -2___.___3._.---._--- -_- ..._._4-_._---.-----A 5 6 Vehs Entered 182 174 176 147 162 167 174 Vehs Exited 186 177 175 148 170 170 175 Starting Vehs 9 6 6 8 10 9 7 Ending Vehs 5 3 7 7 2 6 6 Travel Distance (mi) 56 53 55 46 52 52 53 Travel Time (hr) 1.5 1.4 1.4 1.2 1.4 1.4 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 21 18 15 20 14 21 21 Fuel Used (gal) 1.8 1.6 1.7 1.4 1.6 1.6 1.6 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. �tun Number 7 8 _... 9 ------..T -- -- - ---- - - Avg Vehs Entered 155 167 149 164 Vehs Exited 152 166 150 166 Starting Vehs 6 6 7 5 Ending Vehs 9 7 6 4 Travel Distance (mi) 47 52 47 51 Travel Time (hr) 1.2 1.4 1.2 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 16 12 15 16 Fuel Used (gal) 1.4 1.5 1.4 1.6 2023 Build AM SimTraffic Report MJY Page 4 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. -._.-._...--- unNumber _ - -- - -- 1_. _ ..._ ------._...- 10 2 ---- -- ---- _. 3 - 4 -- ---- 5 _ - - - Vehs Entered 173 188 183 163 194 158 195 Vehs Exited 169 186 183 166 190 159 198 Starting Vehs 5 3 7 7 2 6 6 Ending Vehs 9 5 7 4 6 5 3 Travel Distance (mi) 54 57 55 50 59 48 61 Travel Time (hr) 1.4 1.5 1.5 1.3 1.6 1.3 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 17 20 29 22 27 19 15 Fuel Used (gal) 1.6 1.8 1.7 1.6 1.9 1.5 1.9 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number 7 - 8 9 - Avg Vehs Entered 152 183 173 176 Vehs Exited 155 187 175 177 Starting Vehs 9 7 6 4 Ending Vehs 6 3 4 4 Travel Distance (mi) 47 56 54 54 Travel Time (hr) 1.3 1.6 1.5 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 24 23 27 22 Fuel Used (gal) 1.5 1.7 1.8 1.7 2023 Build AM SimTraffic Report MJY Page 5 Queuing and Blocking Report 2023 Build AM 04/18/2022 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private D Movement EB EB WB NB NB SB Directions Served LT R LTR L TR T Maximum Queue (ft) 69 61 47 66 12 8 Average Queue (ft) 21 18 5 13 0 0 85th Queue (ft) 55 50 27 47 10 5 Link Distance (ft) 455 312 754 844 1pstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 2: Yardmaster Ct & Site Dwy SB Movement Directions Served LR Maximum Queue (ft) 38 Average Queue (ft) 16 95th Queue (ft) 41 Link Distance (ft) 226 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2023 Build AM SimTraffic Report MJY Page 6 Lanes, Volumes, Timings 2023 Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 bane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SB Lane Configurations r t r Traffic Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20 Future Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900. Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1, Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 535 347 793 874 Travel Time (s) 14.6 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free ---------------- ---- �ntersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min)15 2023 Build PM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2023 Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 intersection Int Delay, s/veh Movement 1.6 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4T+ T+ t r Traffic Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20 Future Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 36 0 66 1 0 0 31 571 0 0 311 21 MajorlMinor Minor2 Minorl Majorl Major2 Conflicting Flow All 944 944 311 988 965 571 332 0 0 571 0 0 Stage 1 311 311 - 633 633 - - - - - - - Stage 2 633 633 - 355 332 - - - - - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - - Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - - Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - - Pot Cap-1 Maneuver 269 293 735 204 231 508 1143 - - 1012 - - Stage 1 724 685 - 439 444 - - - - - - - Stage 2 502 511 - 641 625 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 263 285 735 182 225 508 1143 - - 1012 - - Mov Cap-2 Maneuver 263 285 - 182 225 - - - - - - - Stage1 704 685 - 427 432 - - - - - - - Stage 2 488 497 - 583 625 - - - - - - ---- Approach ----- EB - ----- -- - WB -. ---------- - - - NB - -- - -- - - - --------- -- - -----_ .. SB HCM Control Delay, s 14.1 24.9 0.4 0 HCM LOS B C Minor LanelMajor Mvmt NBL NBT NBR EBLn1 EBLn2WBLnl SBL SBT_ SBR Capacity (veh/h) 1143 - - 263 735 182 1012 - - HCM Lane V/C Ratio 0.027 - - 0.138 0.09 0.006 - - - HCM Control Delay (s) 8.2 - - 20.9 10.4 24.9 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.3 0 0 - - 2023 Build PM Synchro 10 Report MJY Page 2 Lanes, Volumes, Timings 2023 Build PM 2: Yardmaster Ct & Site Dwy 04/18/2022 Cane Group-__________. EBL - EBT WBT WBR SBL SBR Lane Configurations t T '!Yr Traffic Volume (vph) 0 54 16 33 42 0 Future Volume (vph) 0 54 16 33 42 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 451 535 256 Travel Time (s) 12.3 14.6 7.0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 2% 4% 18% 2% 2% 2% Shared Lane Traffic (%) Sign Control Free Free Stop j-ntersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min)15 2023 Build PM Synchro 10 Report MJY Page 3 HCM 6th TWSC 2023 Build PM 2: Yardmaster Ct & Site Dwy 04/18/2022 Int Delay, s/veh 2.7 --- --- — - - - - -- - - ---- - --- - - ----------- ------ - - EBL EBT WBT WBR SBL SBR Lane Configurations t Traffic Vol, vehlh 0 54 Future Vol, vehlh 0 54 Conflicting Peds, #/hr 0 0 Sign Control Free Free RT Channelized - None Storage Length - Veh in Median Storage, # - Grade, % - Peak Hour Factor 88 Heavy Vehicles, % 2 Mvmt Flow 0 T 16 33 16 33 0 0 Free Free - None 0 0 -2 2 88 88 4 18 61 18 88 2 38 Y 42 0 42 0 0 0 Stop Stop - None 0 - 0 - 0 88 88 2 2 48 0 �lajor/Minor Majorl Major2 Minor2 Conflicting Flow All 0 - 0 98 37 Stage 1 - - - - 37 - Stage 2 - - - - 61 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Cdtical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - - 901 1035 Stage 1 0 - - 985 - Stage 2 0 - - - 962 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - 901 1035 Mov Cap-2 Maneuver - - - 901 - Stage 1 - - - - 985 - Stage 2 - - - 962 - spproach -- T— EB WB SB - HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 901 HCM Lane V/C Ratio - - - 0.053 HCM Control Delay (s) - - - 9.2 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 2023 Build PM Synchro 10 Report MJY Page 4 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 Summary of All Intervals stun Number 1 10 2 3 4 5 Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 1010 939 1002 1002 953 937 997 Vehs Exited 1012 944 1003 1000 956 938 1004 Starting Vehs 14 9 9 6 12 9 13 Ending Vehs 12 4 8 8 9 8 6 Travel Distance (mi) 317 296 315 314 299 294 315 Travel Time (hr) 8.8 8.2 8.5 8.8 8.0 7.9 8.5 Total Delay (hr) 0.8 0.7 0.7 0.8 0.6 0.6 0.8 Total Stops 171 166 139 161 129 137 141 Fuel Used (gal) 10.0 9.5 9.8 10.0 9.3 9.1 9.9 Summary of All Intervals -- - - Run Nu - mber 7 - - - - 8 9 - - - - - Avg -- -- - ---- -- ._._...-------------- Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 1014 944 988 978 Vehs Exited 1010 944 986 979 Starting Vehs 6 10 7 8 Ending Vehs 10 10 9 8 Travel Distance (mi) 317 295 310 307 Travel Time (hr) 8.6 8.1 8.6 8.4 Total Delay (hr) 0.7 0.7 0.8 0.7 Total Stops 148 136 164 149 Fuel Used (gal) 10.0 9.2 9.9 9.7 Interval #0 Information Seeding Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 2023 Build PM SimTraffic Report MJY Page 1 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. �2un Number 1 10 -2 Vehs Entered 245 244 247 247 220 224 228 Vehs Exited 252 246 249 246 222 229 233 Starting Vehs 14 9 9 6 12 9 13 Ending Vehs 7 7 7 7 10 4 8 Travel Distance (mi) 78 77 78 77 69 72 73 Travel Time (hr) 2.1 2.1 2.1 2.1 1.8 1.9 1.9 Total Delay (hr) 0.2 0.2 0.2 0.2 0.1 0.1 0.1 Total Stops 40 36 32 36 29 30 30 Fuel Used (gal) 2.4 2.5 2.4 2.4 2.1 2.2 2.2 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. - -- -- - - - -- - - - ---- (�un Number --- - . -- -- . 7 - --- _ - 8 _..- __ 9 --- - -- - ---- -_ ._..-- - -- Avg Vehs Entered 269 217 224 236 Vehs Exited 268 219 229 240 Starting Vehs 6 10 7 8 Ending Vehs 7 8 2 5 Travel Distance (mi) 85 69 72 75 Travel Time (hr) 2.3 1.9 2.0 2.0 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 41 33 40 34 Fuel Used (gal) 2.7 2.2 2.3 2.3 2023 Build PM SimTraffic Report MJY Page 2 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. -. --- -- ---- _ --- �un Number - 1 _.._.......__ .. 10 ---- 2 3 4 5 6 Vehs Entered 259 210 241 241 235 256 255 Vehs Exited 261 208 240 236 233 251 256 Starting Vehs 7 7 7 7 10 4 8 Ending Vehs 5 9 8 12 12 9 7 Travel Distance (mi) 81 66 76 75 73 78 79 Travel Time (hr) 2.3 1.8 2.0 2.0 2.0 2.1 2.3 Total Delay (hr) 0.2 0.1 0.2 0.2 0.2 0.2 0.2 Total Stops 45 37 31 38 32 40 51 Fuel Used (gal) 2.5 2.1 2.3 2.3 2.3 2.5 2.6 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. -- N-um-- ber - ------ ----- -- - dun - ---- --- --- -7 - --- -8-- --- ---- _ .. 9 - --Avg -- ---- -- - - - -- - - Vehs Entered 277 239 269 248 Vehs Exited 278 235 264 247 Starting Vehs 7 8 2 5 Ending Vehs 6 12 7 7 Travel Distance (mi) 86 72 83 77 Travel Time (hr) 2.4 2.0 2.3 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 44 24 44 38 Fuel Used (gal) 2.7 2.2 2.6 2.4 2023 Build PM SimTraffic Report MJY Page 3 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. un Number -- -- 1 -- ----- -_ ..---3--- 10 - 2 - -.-..-- - 3 .---- 4------- 4 -------- 5 -- 6, Vehs Entered 248 245 241 272 245 228 268 Vehs Exited 244 246 240 276 246 229 266 Starting Vehs 5 9 8 12 12 9 7 Ending Vehs 9 8 9 8 11 8 9 Travel Distance (mi) 77 78 75 87 77 72 84 Travel Time (hr) 2.1 2.2 2.0 2.5 2.1 1.9 2.2 Total Delay (hr) 0.2 0.2 0.2 0.3 0.2 0.1 0.2 Total Stops 40 45 35 47 34 33 26 Fuel Used (gal) 2.5 2.5 2.3 2.9 2.4 2.2 2.6 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. ltun Number 7 8 9 Avg Vehs Entered 249 235 248 247 Vehs Exited 246 240 244 247 Starting Vehs 6 12 7 7 Ending Vehs 9 7 11 8 Travel Distance (mi) 77 74 78 78 Travel Time (hr) 2.1 2.1 2.2 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 29 37 41 36 Fuel Used (gal) 2.4 2.3 2.5 2.5 2023 Build PM SimTraffic Report MJY Page 4 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. - - un Number 1 10 -----2 _ _ _------.---3--- -----.--------- - 4 -------- - - - - ---- 5 - Vehs Entered 258 240 273 242 253 229 246 Vehs Exited 255 244 274 242 255 229 249 Starting Vehs 9 8 9 8 11 8 9 Ending Vehs 12 4 8 8 9 8 6 Travel Distance (mi) 80 76 87 76 80 72 79 Travel Time (hr) 2.2 2.1 2.4 2.1 2.1 1.9 2.2 Total Delay (hr) 0.2 0.2 0.2 0.2 0.2 0.1 0.2 Total Stops 46 48 41 40 34 34 34 Fuel Used (gal) 2.6 2.4 2.8 2.4 2.4 2.2 2.5 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. -- - -- --- ----- �tun Number - - - ---. _7 _...-- 8 _ -- _- 9 - - _--- -- - ------------ Avg-*-- Vehs Entered 219 253 247 246 Vehs Exited 218 250 249 246 Starting Vehs 9 7 11 8 Ending Vehs 10 10 9 8 Travel Distance (mi) 69 80 78 78 Travel Time (hr) 1.9 2.2 2.1 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 34 42 39 39 Fuel Used (gal) 2.2 2.5 2.5 2.5 2023 Build PM SimTraffic Report MJY Page 5 Queuing and Blocking Report 2023 Build PM 04/18/2022 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private ------- -- -------------EBEB --- WB - - NB - - - -- ... ....... ... .- _.----- - - - - - --- - - --- , Movement Directions Served LT R LTR L Maximum Queue (ft) 51 61 15 46 Average Queue (ft) 19 23 1 8 95th Queue (ft) 43 47 9 30 Link Distance (ft) 455 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Yardmaster Ct & Site Dwy Movement SB Directions Served LR Maximum Queue (ft) 55 Average Queue (ft) 25 95th Queue (ft) 51 Link Distance (ft) 226 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2023 Build PM SimTraffic Report MJY Page 6 Network wide Queuing Penalty: 0 2023 Build PM SimTraffic Report MJY Page 6 REZONING APPLICATION #04-22 84 LUMBER WINCHESTER Staff' Report for the Planning Commission Prepared: June 24, 2022 Staff Contacts: M. Tyler Klein, AICP, Senior Planner Reviewed Action Planning Commission: 07/20/2022 Pending Board of Supervisors: 08/10/2022 Pending EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 07/20/22 PLANNING COMMISSION IVIEETING: This is a proposal to rezone 2.21-acres from B3 (in(Iustrial Transition) District to the M I (Light Industrial) District with proffers, and 8.69-acres from the B3 (industrial Transition) District to the M 1 (Light industrial) District with proffers, totaling 10.9-acres. This rezoning application modifies approved land uscS associated with Rezoning Application (RCZ) #02-05. The intended use Of the proposed M I zoned parcels is a manufacturing facility (84 Lumber — tl-LISS plallt CXpallSloll). This site is located witllin the Sewer and Water Service Area (S\NISA) 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 M i (Light industrial) District is inconsistent with the future land use plan; however, the adjoining property (north) zoning designation is M 1, and the proposed rezoning would accommodate expansion of the CX1Stillg I11allUfaCtlll-illg operation by the owiler/applicant. Following a public hearing, a recommendation reglm-ding this rezoning application to the Board of Superi,isory it,otild be appropriate. The Applicant shoiild be prepared io adegii(itelp address all concerns raised by the Planning, Commission. Rezoning 1104-22 — 84 LUI1lbC1' Winchester Jule 24, 2022 Page 2 This report Iy prepared by the Frederick County Planning to provide information to the P/alll in, Commission and the Board of Supervisors to assist them in making a decision on thiv application. It mat, also be useful to others interested in this zoning /naffer. Unresolved issues concerning this application are note!/ by Staff where relevant throughout this Staff report. PROPOSAL: This is a proposal to rezone 2.21-acres from B3 (Industrial Transition) District to the M 1 (Light Industrial) District with proffers, and 8.69-acres from the B3 (Industrial Transition) District to the N41 (Light Industrial) District with proffers, totaling 10.9-acres. LOCATION: These properties are located northwest of the intersection ol'Martnlsbul•g Pike (Route 1 1) and Yardmaster Court (private roadway) and are idcnti f ied with Property ldenti fication Numbers (PIN's) #44-A-75}: and #44-A-75G in the Stonewall Magisterial District. MAGISTERIAL DISTRICT: Stonewall PROPERTY ID NUMBERS: 44-A-75)' & 44-A-75G PROPERTY ZONING: B3 (Industrial Transition) District PRESENT USE: Vacant/Ullllllproved ADJOINING PROPERTY ZONING & PRESENT USE: North: RA (Rural Areas) Use: Singlc-Family Detached Residential South: B3 (Industrial Transition) Use: Heavy Equipment Sales (.lames River)/Vacant East: B2 (General Business) Use: Office/Outdoor Storage West: M 1 (Light Industrial) Use: ManuN01.11-ulg (84 Lumber) Rezoning 804-22 — 54 Lumber Winchester June 24. 2022 Page 3 REVIEW EVALUATIONS: Planninl j & Zoning: I) Site History The original Frederick County Zoning Map (U.S.G.S. Stephenson Quaclrangle) depicts the zoning of the subject parcels as A2 (Agricultural General) District. The County's agricultural zoning districts were subsequently combined to form the RA (Rural Arcas) District upon adoption of all amendment to the Frederick County Zoning Ordinance on May 10, 1989. In 2004, the Board of Supervisors approved Rezoning Application (R1 Z) 4 1 1-04 which rezoned the properties to the B3 (industrial Transition) District with proffers. RI Z 1102-05 (approved May 13, 2005) revised the previously approved proffers for the subject properties to modify the proffered uses of the site. 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 conllnunity life. The primary goal of this plan is to protect and improve the living environment within Fredericl< County. it is in essence; the Comprehensive Plan is a composition of policies used to plan for the future physical cicveloprilent of Frederick County. The Area Plans and Appendix I of the Coll, pre}lens1ve Plan are the primary implcmentatloll tools and will be instrumental to the future planning efforts of the County. Comprehensive Plan Land U.ve C'ompatibilily The Northecul Frederick Land Use Plan of the Comprehensive Plan provides guidance on the Future development of the property. The Plan identifies the subject properties with a "business" land use designation; the property is also within the limits of the Scwer and Water Service Area (SWSA). The existing B3 (Industrial Transition) zoning is generally consistent with the goals of the Comprehensive Plan. The proposed M I (Light Industrial) zoning oil 10.9-acres is inconsistent with future land use map designation ("business"). However, the adjoining property (north) zoning designation is M 1 and is also owned by the applicant. The applicant states in the application that the rezoning of 10.9-acres to M 1 would enable expansion of the existing manufacturing operation. The intent of the M I District is to provide fiv a vuriely ol'lighl manufacturing, commercial office and heave' commerc'iCJI uses in Nell -planned udustri(!l settings. U.ves cite allowed which do not C/'L'Clte /10lSe, smoke, chJ.vl or Otliel' 11CJZal'dS. U.ve.S are ClIIOIVe(l which do not ClCINeI'.vGIJ CJllect nearby residential or business area.v. Such industrial areas shall be provided with sale and su%licient access. Rezoning 1104-22 — 84 Lumber Winchester June 24, 2022 Page 4 3) Access & Transportation The site will have commercial access from Yardmaster Court (private roadway), as required by approved REZ #02-05 proffers; there will be no direct access front the subject parcels to Route 11. The Concept Drawing included with the application also depicts inter -parcel connectivity to aj doining PIN #44-A-75B, the existing 84 Lumber truss plant and storage yard. The traffic study included with application shows that the proposed manufacturing facility (84 Lumber) does not negalivell, impact the operalions of 1he e.visling roadway netivork (Route 1 i & Yardmaster Court). 4) Potential Impacts & Proffers The rezoning proposes O1� a ChallbC ill the land use Of 10.9-acres to the M i (Light Industrial) District. All the other proffers, HICILICHlIg prohibited L1SCS, buffers, and site access, associated with the original REZ, #02-05, remain unchanged. VirlZinia Dept. of Transportation: The CIOCLli11CIltati011 within the appIIcatlon to rezone this property (44-A-75G/44-A-75F) from B3 to ivf 1 appears to havC little impact on ROL1tC i i (Martinsburg Pike). This route is the VDOT roadway which has been considered as the access to the property referenced. VDOT is satisfied that the transportation proffers offered in the 84 Lumber Truss Plant rezoning application of date April 26, 2022 address transportation concerns associated with this regLICSt. Pleasesee attached letter from FDOT dated May 31, 2022 addressed front Lloyd Ingram. Frederick Water: No comment. Please see attached letter from Eric Lawrence, Evecutive Director, dated A/lay 26, 2022. Frederick County Fire Marshall: Plan approved. Please see attached letter from Adam Ilounshell, Lieutenanl/f1s•sistant Fire Marshal dated Allan 19, 2022. Frederick County Public Works: We offer no additional comments at this time. Please see attached letler from .toe 1,11ilder, Director ol'Puhlic 111orks duled .tune 6, 2022. County of Frederick Attorney: Please see attached letlel' from Roderick B. 14171liams, County AtlorneY dated Allay 17, 2022. Following a public heaiing, a recommendation regarding tills rezoning application to the Board of Sllpel'1'iyol'1' )f,onld be appl'opi-sale Tlie Applicr111t sholild he pl'eprll'ed to adequatell? address all concerns raised by the Planning Commission. REZ # 04 - 22: 84 Lumber PINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to M1 Zoning Map 4 J. REZ04-22 l:9 , / f o�PS��R G� y P� :»1► MARTIPIS�URG HKE 0 Application Parcels Sewer and Water Service Area B2 (General Business District) B3 (Industrial Transition District) M1 (Light Industrial District) MH1 (Mobile Home Community District) 0 r 4 i 2786 MARiINSBURG PIKE "AIM u, N S Frederick County Planning & Development 107 N Kent St Winchester, VA 22601 540 - 665 - 5651 500 Feet toon Crented' Rune 93 9099 REZ # 04 - 22: 84 Lumber PINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to Ml Location Map 7�1'13, -, , i •�' • .> 4V .07 "M � � y ' r y , f i REZ #*04 22 REZ 404'22 k) 4k,1,009 e Ewa •;;� GO ,.. • ,. Parcels Sewer and Water Service Area 0 Tr . , t t� +� R h P�i•4. S Frederick County Planning & Development 107 N Kent St Winchester. VA 22601 540 - 665 - 5651 500 Feet Mon C:rPnleri, tune 93 9099 0 fir n 210 YARDMASTER CT REZ #04-22 =up i REZ # 04 - 22: 84 Lumber PINs: 44 - A - 75F, 44 - A - 75G Rezoning from B3 to M1 Long Range Land Use Map :a2s MARTINSBURG IIKE G'� P�°� CM 0 Application Parcels Sewer and Water Service Area Long Range Land Use Business 40) Mixed Use Industrial/Office Industrial Cul Rural Community Center Q Sensitive Natural Areas 0 28 MARTINSBURG IIKE 125 OF MIMUMB GM N REZ #04-22 =to INW2—;t49 MARTINSBURG PIKE 2729 MAIMNSBI/RG IIKE 500 Feet 2851 MARTINSBURG IIKE UOREU ND IN Ord , ,r N1,� ti Frederick County Planning & Development 107 N Kent St Winchester. VA 22601 540 - 665 - 5651 Mon (Tented lump 93 2079 PROFFER STATEMENT REZONING: RZ # Industrial Transition District (133) with Proffers to Light Industrial District (M 1) with Proffers PROPERTY: Tax Parcel # 44-(A)-75F 2.21 acres & Tax Parcel # 44-(A)-756 8.69 acres RECORD OWNER: Pierce Hardy Limited Partnership (both) APPLICANT: Pierce I lardy Limited Partnership ("Applicant") PROJECT NAME: 84 Lumber Truss Plant Expansion ORIGINAL DATE OF PROFFERS: April 26,2022 REVISED DATE May 17, 2022 REVISED DATE June 13, 2022 Preliminary Matters Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned Owner hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application #_ for the rezoning of combined 10.90 f acres from the Industrial Transition (B3) District with Proffers to the light Industrial (M I) District with Proffers, development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the Owner and such be approved by the Frederick County Board of Supervisors in accordance with the said Code and Zoning Ordinance. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and will have no effect whatsoever. These proffers shall be binding upon this Owner and their legal successors, heirs, or assigns. Approval of this proffer statement does not eliminate previously approved proffers associated 44- (A)-75C, 44-(A)-75D, 44-(A)-75E and 44- (A)-75F; which were approved under the conditions set forth in R7. #02-05 approved by the Frederick County Board of Supervisors on April 13, 2005. However, these proffers will alter the previously approved proffer for current Tax Map Parcels 44-(A)-75F $ 44- (A) 75G . The previous proffer will remain in force for the Property, to the extent that prior proffer is not inconsistent with the current proposed protTer. The subject properties, more particularly described as the lands owned by Pierce I tardy Limited Partnership, being all of Tax Map Parcel 44-(A)-75F & Tax Map Parcel 44- (A) 75 G and further described by Subdivision and Consolidation Plat prepared by Triad Engineering. Inc. dated December 29, 2021 (see attached Consolidation Plat). Page 1 of 4 A.) Generalized Development Plan The Owner hereby proffers to re -develop the combined 10.90 t acre property in substantial conformance with the attached Geometric Layout and Utility plan for an expansion of the existing adjacent 84 Lumber Truss Plant B.) Vehicle Per Day (VPD) and Land Use Restrictions I.) Conditional Rezoning Application # 'trip generation for the existing and proposed land uses were determined based upon the 1 Ith Edition of the Institute of Transportation Engineers' ("ITE") Trip Generation Report. Accordingly, ITE band Use Code 812 (Building and Lumber Store & small office buildings) was used to calculate the trips associated with the by- right 84 Lumber and ITE Land Use Code was used to calculate the trips associated with the proposed truss manufacturing plant. The Applicant hereby proffers to restrict development of the combined 10.90 acre property to an amount not to exceed a maximum of 570 VPD. 2.) The Owner hereby proffers to prohibit the following M-1 District land uses within the combined 10.90 ± acre property: ■ Local and suburban transit and interurban highway passenger transportation. • Business associations; membership organizations; and labor unions ■ Motor freight transportation, excluding warehousing and storage ■ Transportation by air • Transportation services • Truck stops C.) Transportation I.) Access to Martinsburg Pike (US Route 11) Direct access to Martinsburg Pike (US Route 11) is provided through Yardmaster Court to provide ingress and egress for the combined 10.9 t acre property. All other access will be prohibited Page 2 of 4 2.) Signalization Reference is made to Proffer C4 in 2005 proffers on this property. Owner acknowledges that it will bear a pro rata share of the cost of signalization, should a signal ever be needed. D.) North Buffer The Owner hereby proffers to construct a six foot high o p a q u e fence as the opaque element within the one -hundred foot wide Category "C" full screen adjacent to tax parcels 44-(A)-76A, 44-(A)- 76B, 44-(A)-76C, &44(A)-76D . E.) Monetary Contribution to Offset Impact of Development The undersigned owner of the above -described property hereby voluntarily proffers that in the event rezoning application # is approved, the undersigned will pay to the Treasurer of Frederick County, Virginia the following amount: $ .015/ building square foot, based upon any additional square footage added for the redeveloped site. This payment is intended to offset the additional cost to Frederick County, and more specifically Frederick County Fire and Rescue, due to an increased demand on public services. The proffer increments will be paid prior to issuance of the building occupancy permits. F.) Signatures The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in the interest of the Applicant and owner. In the event the Frederick County Board of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Page 3 of 4 Respectfully Submitted: WITNESS: Pierce Hardy Limited Partnership COMMONWEALTH OF PENNSYLVANIA SS COUNTY OF WASHINGTON' On this. the )5"' day oQttLy1J- 2022.. before me, Tamara Demarino, the undersigned officer, personally appeared Jim Zaunick, who acknowledged h 1 m self to be the Vice President of Pierce Hardy Limited Partnership, a Pennsylvania Limited Partnership, and that he, as such Vice President, being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the limited partnership by herself as Assistant Vice President. In witness whereof, l hereunto set my hand and official seal. Nota4 Public Commonwealth of Pennsylvania - Notary Seal Tamara R. DeMarino, Notary Public Washington County My commission expires November 3, 2022 Commission number 1225445 Member. Pennsylvania Association of Notaries Page 4 of 4 VICINITY MAP SCALE 9 ' = 2000' OWNER'S CERTIFICATE THE ABOVE AND FOREGOING CONSOLIDATION OF THE LAND OF PIERCE HARDY LIMITED PARTNERSHIP AS SHOWN ON THIS PLAT, AND IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. NAME, TITLE NAME, TITLE COMMONWEALTH OF VIRGINIA CITY / COUNTY OF: TO WIT: THE FORGOING OWNERS CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , 2022 BY NOTARY PUBLIC MY COMMISION EXPIRES: APPROVALS: FREDERICK COUNTY SUBDIVISION ADMINISTRATOR DATE SURVEYOR'S CERTIFICATE I, MARK CAMPBELL, A DULY LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT THE o PROPERTIES SHOWN HEREON ARE NOW IN THE NAME OF PIERCE HARDY LIMITED PARTNERSHIP AS RECORDED IN INSTRUMENT 210009828, INSTRUMENT 210010908, AND INSTRUMENT 120013224 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. GENERAL NOTES THE PROPERTIES SHOWN HEREON ARE LOCATED ON FREDERICK COUNTY TAX ASSESSMENT MAPS AND ARE IDENTIFIED AS TAX MAP 44-A-75G, TAX MAP 44-A-75F, AND TAX MAP 44-A-75B. 2. THE PROPERTIES SHOWN HEREON ARE NOW IN THE NAME OF THOSE LISTED BELOW AS FOUND AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. 0 N 3 N PIERCE HARDY LIMITED PARTNERSHIP 1019 ROUTE 519 EIGHTY FOUR, PA 15330-2813 INSTRUMENT 210009828 (TAX MAP 44-A-75G) INSTRUMENT 210010908 (TAX MAP 44-A-75F) INSTRUMENT 120013224 (TAX MAP 44-A-75B) BOUNDARY INFORMATION SHOWN HEREON IS BASED ON EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA AND A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING, INC. NORTH MERIDIAN INFORMATION SHOWN HEREON IS BASED A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING, INC. AND IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83). THE SURVEYED PROPERTIES SHOWN HEREON LIE WITHIN ZONE 'X', AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR FREDERICK COUNTY, VIRGINIA, COMMUNITY -PANEL NUMBER 51069CO250E DATED JANUARY 29, 2021. EXISTING 20' GREEN STRIP RECORDED INSTRUMENT 090008802 NOTED AS BEING ESTABLISHED "PER PARAGRAPH G OF PROFFER STATEMENT DATED FEBRUARY 18, 2005 ON FILE WITH FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT". THE PROPERTIES AS SHOWN HEREON ARE SUBJECT TO ALL COVENANTS AND RESTRICTIONS OF RECORD AND THOSE RECORDED HEREWITH. THE SURVEYOR HAS NOT BEEN PROVIDED A CURRENT TITLE REPORT AND THEREFORE CANNOT ATTEST TO ALL SERVITUDES, RESTRICTIONS, COVENANTS AND CONDITIONS THAT ENCUMBER THE PROPERTY. SETBACK LINES IDENTIFIED WITH A DEED REFERENCE MAY NOT REFLECT THE SETBACK ZONING INFORMATION B3 INDUSTRIAL TRANSITION DISTRICT (PART 604) DIMENSIONAL AND INTENSITY REQUIREMENTS (PER 165-601.02) FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS (FEET) - 50' FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS (FEET) - 35' SIDE YARD SETBACKS (FEET) - 15' REAR YARD SETBACKS (FEET) - 15' FLOOR AREA TO LOT AREA RATIO (FAR) - 1.0 MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA) - 25% MAXIMUM HEIGHT (FEET) - 35' M1 LIGHT INDUSTRIAL DISTRICT (PART 606) DIMENSIONAL AND INTENSITY REQUIREMENTS (PER 165-601.02) FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS (FEET) 75' FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS (FEET) 75' SIDE YARD SETBACKS (FEET) - 25' REAR YARD SETBACKS (FEET) - 25' FLOOR AREA TO LOT AREA RATIO (FAR) - 1.0 MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA) - 25% MAXIMUM HEIGHT (FEET) - 60' AREA TABLUATION TAX MAP 44-A-75G 378,378 S.F. 8.6864 AC. TAX MAP 44-A-75F 96,175 S.F. 2.2079 AC. TAX MAP 44-A-75B 435,597 S.F. 9.9999 AC. CONSOLIDATED AREA 910,150 S.F. 20.8942 AC. ti r Lo 0 N r 0 �n Co Co EASEMENTLEGEND E1 EX. 10' POTOMAC EDISON EASEMENT INSTRUMENT 060006159 (APPROXIMA TE L OCA TION) GS 1 EX. 20' GREEN STRIP INSTRUMENT 090008802 (SEE NOTE 6) SS 1 EX. 25x20' SAN/TARP SEWER EASEMENT INSTRUMENT 050017512 SS2 EX. 20' SANITARY SEWER EASEMENT INSTRUMENT 090008802 ST1 EX. 20' STORM SEWER EASEMENT INSTRUMENT 060019998 ST2 EX. 20' STORM SEWER EASEMENT INSTRUMENT 050017512 (APPROXIMATE LOCATION) W1 EX VARIABLE WIDTH WATERLINE EASEMENT INSTRUMENT 050017512 W2 EX. 15' WATERLINE EASEMENT INSTRUMENT 060019998 W3 EX. 15' WATERLINE EASEMENT INSTRUMENT 090008802 W4 EX. 15' PERMANENT FREDERICK WATER UTILITY EASEMENT INSTRUMENT 190005880 WS1 EX. 30' WATER AND SEWER EASEMENT INSTRUMENT 020014910 OWNERSHIP LEGEND LEGEND IRF IRON ROD FOUND SUBJECT PROPERTY LABEL INC WITNESS CORNER SEE SHEET 5 4 ADJOINING PROPERTY LABEL SEE SHEET 5 CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD I DELTA j TANGENT C1 275.00' 221.39' S 85°49'15" W 215.46' 46°07'35.00" 117.09' C2 225.00' 1 213.21' 1 S 89°54'17" W 205.32' 54°17'39.00" 115.37' LINE TABLE LINE BEARING DISTANCE L1 S 14055'47" W 182.63' L2 S 63050" 7" W 49.54' L3 S 62045'27" W 135.31' r- 0 Ii TAX MAP 44-A-75G PIERCE HARDY LIMITED PARTNERSHIP ZONE: B3 378,378 S.F. 8.6864 AC. TAX MAP 44-A-75F PIERCE HARDY LIMITED 2 PARTNERSHIP ZONE: B3 96,175 S.F. 2.2079 AC. TAX MAP 44-A-75B PIERCE HARDY LIMITED 3 PARTNERSHIP ZONE: M1 435,597 S.F. 9.9999 AC. JRE WINCHES TER L L C 4 INSTRUMENT 060002887 TAX MAP 44-A-75D ZONE: B3 NO TAX MAP NUMBER ASSIGNED WINCHESTER AND 5 WESTERN RAILROAD CO. DEED BOOK 207 AT PAGE 676 (CITY OF WINCHES TER) ZONE: NOT ASSIGNED TAX MAP 44-A-75H 6 FREDERICK COUNTY SANITATION AUTHORITY INSTRUMENT 190001260 ZONE: RA TAX MAP 44-A-75A KENILWORTH PROPERTIES, L L C INSTRUMENT 780000092 ZONE: RA TAX ft NP-14-A-77 KENIL WORTH 8 PROPERTIES. LLC INSTRUMENT 210000 9� ZONE RA TAX AJAP 44-A-7EA 9 DEBORAH A. MULL INS DEED BOOK 647 AT PAGE 310 ZONE: RA TAX MAP 44-A-76B 10 FL ORENCE H. CONARD DEED BOOK 415 AT PAGE 490 ZONE RA TAX ASAP 44-A-76C ANN H. WILDER DEED BOOK 415 AT PAGE 443 ZONE. RA TAA" MAP 44-A-76D EDWARD M. MAY AND 92 JUANI TA A. MA Y INSTRUMENT 050012634 ZONE: RA IRF (WC) -��70NE pR , 6>C:, 9 N 4 N 25' \ , 04, p563 SETBACK S\ V Z*** IRF O W1J--J N W b V (' Cl N b NQ c) m 0 0 Nu CONSOLIDATED AREA Z m 910,150S.F m D Im 20.8942 AC. w 50.0' _ IRF (BENT) �� - - � Zg' I W1 ZONE. M1 IRF SETBACK IRF T PROPERTYL/NE HEREBYD LE ETED L1 LW2 J _F - - -I ZONE: B3 IRF j_ElJ 8 �ST1J \ C2 2 �R���'� Q 9 0 IRF (BENT) W3 J L--J \ IRF �SS2 \ �--L C1 E1 J � oN 35' BRL INSTRUMENT 050017512 IRF N O O m W Z **** z v m ;� -arn_ --- _� 15' BRL INSTRUMENT 050017512 c n m D „ 30 BRL INSTRUMENT 050017512 m i ** Timm v m 100' MINIMUM - CATAGORY C n ZONING DISTRICT BUFFER o -n O n n Lo INSTRUMENT 050017512 D = O q�W3� 0 100' MINIMUM - CATAGORY C ~ �p J 50' l2 ZONING DISTRICT BUFFER a' SETBACK INSTRUMENT 090008802 62.0' _ 0 100 200 400 SS2� L W4J LGS 1 I CD IRF J IRF IRF o IRF S 18°4731 " W 378.13' -- - - — - MARTINSBURG PIKE - U.S. ROUTE 1 a (VARIABLE WIDTH PUBLIC RIGHT OF WAY) DEED BOOK 171 AT PAGE 295 LUMBER COMPANY April 26, 2022 Revised May 17, 2022 Department of Planning and Development Frederick County, VA 107 North Kent Street Winchester, VA 22601 Re: Impact Analysis Statement 84 Lumber - Yardmaster Court A. Site Sustainability The property is undeveloped and lightly vegetated with overgrowth and smaller tree saplings. The property is not within the 100-yr flood plain and there are no wetlands. The property is within zone "x" panel number 51069CO250E dated 1/29/21. The only steep slopes (<O.1 ac) are located at the southwest portion of the property abutting the existing 84 Lumber development. There are no known mature woodlands or prime agricultural soils. A geo tech report was performed for the site — although bedrock was encountered in certain locations, rock excavation can still be performed using hoe -ram or splitting techniques, as was performed in construction of the existing 84 Lumber facility. B. Surrounding Properties The property is located on the northeastern corner of the Yardmaster Court Subdivision. The property is bounded to the west by our current 84 Lumber facility, to the north by residential land and to the south by vacant warehouse land of the Yardmaster Court subdivision. The property is bounded to the east by Martinsburg Pike/US Route 11. Distance from the northerly property line to the adjacent residential dwellings is as follows I) Parcel 76 D approx. 17 feet 2) Parcel 76 C approx; 64 feet 3) Parcel 76B approx.. 47 feet 4) Parcel 76 A approx.. 45 feet Since any manufacturing or assembly operations for the truss plant facility will be within the enclosed building, any impacts to surrounding properties associated with dust, nose, glare, pollution, and odor would be minimal. C. Traffic Yardmaster Court is a two-lane undivided roadway with an auxiliary right tum lane, listed as a Local Road on VDOT's Functional Classification Map. It has an east -west alignment with a statutory speed limit of 25 mph. Martinsville Pike (State Route 1 1) is a two-lane undivided roadway with auxiliary tuming lanes, listed as a Major Collector on VDOT's Functional Classification Map. It has a north -south alignment with a posted speed limit of 45 mph. This intersection is currently a four -legged unsignalized intersection where Yardmaster Court/Private Driveway has an east -west alignment and Martinsburg Pike has a north -south alignment The eastbound approach consists of one shared left turn/through lane and one exclusive right tum lane. The westbound approach consists of one shared left tum/through/right turn lane. The northbound approach consists of one exclusive left turn lane and one shared through/right turn lane. The southbound approach consists of one exclusive left turn lane, one through lane, and one exclusive right turn lane. The Institute of Transportation Engineers (ITE) Trip Generation Manual, I Ith Edition was used to determine the number of trips generated by the proposed land use. . As indicated in the Traffic Impact Analysis, prepared by Bowman Consulting Group & dated April 20'h 2022, the project will not affect Yardmaster Court. 1019 Route 519 • Eighty Four, PA 15330 • 724-228-8820 0 LUMBER COMPANY D. Sewage Conveyance and Treatment The projected sewage flow for the project(one phase , max build out) is based on a total of 25 employees at 10 gpd/employee for a total of 250 gpd. Sewage flows will be collected by a public gravity sanitary sewer main along Yardmaster Court. The existing 8" sewer main is approximately 200 feet from the proposed buildings with restrooms. Min capacity for the existing sewer, with I % slope, is 2.4 MGD E. Water Supply Domestic water demand will be approximately 250 gal/day Fire flow demand will be approximately 1500 gal./min for the largest building (20,000 sf ). A fire flow test on the existing hydrants will be performed to verify existing water capacity -since he existing water main currently services the existing 84 Lumber truss plant facility, adequate supply is expected. The existing water main is approximately 200 feet from the proposed buildings requiring water service. F. Drainage An existing stormwater management easement is located at the southwest corner of the property. This easement serves as stormwater management for the existing 84 Lumber Truss facility to the west. This easement will be abandoned, and a new stormwater management facility will be constructed at the easterly edge of the property. The new stormwater facility will provide stormwater quality and quantity control for both the existing 84 Lumber truss plant as well as the proposed truss plant expansion. G. Solid Waste Disposal Facilities Based on the proposed operation, the expected sold waste from this facility will be less than 20 tons/year H. Historic Sites and Structures The land being rezoned is vacant and undeveloped, containing no historical structures. The adjoining properties also have no historic structures. 1. Impact on Community Facilities The existing adjacent 84 Lumber truss facility generated approximately 35 million dollars in sales in 2021. This proposed expansion can be expected to generate an additional 20-30 million in sales within the first five years. As a result of the development, payment in the amount of $.015 //building square foot is offered to offset additional costs to Frederick County, more specifically Fire and Rescue. J. Other Impacts The proposed office space shall consist of 2,000 total square feet, well below the maximum of 24,750 in a zoned M-I Property. Residential density will not apply Sinc - James A Zaunick, P.E. 1019 Route 519 Eighty Four, PA 15330 • 724-228-8820 Rezoning Comments Virginia Department of Transportation Mail to-. Virginia Department of Transportation Attn: Resident Engineer 14031 Old Valley Pike Edinburg, Virginia 22824 (540) 984-5600 Hand deliver to: Virginia Department of Transportation Attn: Resident Engineer 2275 Northwestern Pike Winchester, Virginia 22503 Applicant: Please till out the information as accurately as possible in order to assist the Virginia Department of Transportation with their review. Attach three copies of your application form. location map, proffer statement, impact analysis, and any other pertinent information. Applicant's [Name: Pierce Hardy Limited Partnership _ Telephone: 7214_228-8820 Ext. 1350 Mailing Address: 1019 Route 519 Eighty Four PA 15330 I .ocation of property: 210009828 (Tax Map 44-A-75G) , 210010908 (Tax Map 44-A-75F) Yardmaster Ct_ Winchester, VA 22603 Current zoning: 63 Zoning requested: M1 Acreage: 109 Virginia Department of Trai spor)tatior Comments: The documentation within the application to rezone this property (44-A-75G/44-A-75F) from B3 to M1 appears to have it e impact on ou e -la )nsUurg Pike}- This inu e"i is the VU0 I roadway which as been considered as the access to the property referenced. VDOT is satisfied that the transportation transportation concerns associated with this request. VDOT appreciates the opportunity to provide input on this potential rezoning. Please feel free to contact me.,at.540-534-3214 if you have any questions or concerns VDOT Signature & Date: Notice to VDOT - Please Return Form to Applicant 21 Rezoning Comments Frederick Water :Mail to: Frederick Water Attn: Engineer P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 Hand deliver to: Frederick Water Attu: Engineer 315 Tasker Road Stephens City, Virginia Applicant: Please fill out the inforimatioy►1 as acc►►►aat;-ly its p)ssible in order to assist the agency with (heiir! Attach a copy of your application form, location map, proffer statement, intpa:ct anal.vsi: and any other pertinent information. Applicant's Name: Pierce Hardy Limited Partnership Mailing Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 Ext.1350 Location of property: 210009828 (Tax Map 44-A-75G)1210010908 (Tax Map 44-A-75F) Yardmaster Ct. Winchester, VA 22603 Current zoning: B3 Zoning requested: M1 .acreage: !0.9 Frederick Water Comments: f Frederick Water Signature & Date: Notice to Frederick Water Please Return This Form to the Applicant 26 Rezoning Comments Frederick County Fire Marshal Mail to: Hand deliver to: Frederick County Fire Marshal Frederick County Fire & Rescue Dept. 1080 Coverstone Drive Attn: Fire Marshal Winchester, Virginia 22602 Public Safety Building (540) 665-6350 1080 Coverstone Drive Winchester, Virginia Applicant: Please fill out the information as accurately as possible in order to assist the Frederick County Fire Marshal with his review. Attach a copy of your application form, location asap, proffer" statement, impact analysis. and any other perdmot iaf r> thw Applicant's Name: Pierce Hardy Limited Partnership Telephone: 724-228-8820 Ext. 1350 Mailing Address: 1019 Route 519 Eighty Four, PA 15330 Location of property: 210009828 (Tax Map 44-A-75o) , 210010908 (Tax Map 44-A-75F) Yardmaster Ct. Winchester, VA 22603 Current zoning: B3 Fire Marshal's Comments: Fire Marshal's Signature & Date:._ Zoning requested: M1 Acreage: 10.9 s�-�q-a';t, Notice to Fire Marshal - Please Return This Form to the Applicant RECEIVED 23 IW1 13 202) Frederick County Fire and Res%ue Department Office of the Fire Marshal 1080 Coverstone Drive Winchester, VA 22602 Phone:540-665-6350 Fax:540-678-4739 fmo@fcva.us Phan Review Rezoning Status: Approved Business Name 84 Lumber 240 Yardmaster Ct Stephenson, Virginia 22656 Other: Printed Date: 05/19/2022 Pierce Hardy Limited Partnership Generall Information Received Date: 05/13/2022 Occupancy Type: Manufacturing Review Begin Date: 05/19/2022 Property Use: Manufacturing Review End Date: 05/19/2022 Activity Number 1051065 Hours: 1.0000 Review Cause: Application ,Activity Details Project Name Truss Plant Expansion Comments: Possible typo on page 3 letter E.) on Proffer Statement. $.015/ building square foot 0**0 Adam Hounshell Lieutenant/Assistant Fire Marshal Page I of 1 Rezoning Comments Frederick County Department of Public Works Mail to: Frederick County Dept. of Public Works Attn: Director of Engineering 107 North Kent Street Winchester, Virginia 22601 (540),665-5Fi43 Hand deliver to: Frederick County Dept. of Public works Attn: Director of Engineering 107 North Kent Street Suite 200 Winchester, Virginia Applicant: Please 171i out the informa+v�n &s accurately as possible ir.. order to assist the Uepailment of Public Works with their review. Attach a copy of your application form, location ,up, proffer r $t9tClit��tr �ninwci u{}aI�BIS and any other perflneat {tirt)t+'m"Jdoll. Applicant's Name: °ierce Hardy Limited Partnership Telephone: 724-228-8820 Extt.135C Mailing Au.:ress. 1019 Route 5` 9 _ Winchester, Vt� 22803 Location of property: 210009828 (Tax Map44-A-753) 21oo,0908 Tax Map 44-A-75F) Yardmaster Ct Wit nchester, ",!A 603 Current zoning: B3 Zoning requested: Acreage: 10.9 Department of Public Works Comments: �. We— O t ip no Public Works Signature & Date: Notice to Dept. of Pui44t Works - Please Return This Form to the Applicant 22 May 17, 2022 VIA EMAIL Mr. Guy A. Flament, Jr. Permit & Project Coordinator 84 Lumber Company 1019 Route 519, Building 4 Eighty Four, PA 15330 COUNTY OF FREDERICK Roderick B. Williams County Attorney 540/722-8383 Fax 540/667-0370 E-mail rwillia@fcva.us Re: Rezoning Application — Pierce Hardy Limited Partnership Tax Parcel Numbers 44-A-75F and 44-A-75G, 10.90± Acres (the "Property") Proposed Proffer Statement (the "Proffer Statement") Dear Mr. Flament: You have submitted to Frederick County for review the Proffer Statement, for the proposed rezoning of the Property, 10.90t acres in the Stonewall Magisterial District, from the B3 (Industrial Transition) District, with proffers, to the MI (Light Industrial) District, with proffers, by Pierce Hardy Limited Partnership (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: Preliminary Matters, I" paragraph — To avoid any ambiguity, the references to "Applicant" in this paragraph should be to "Owner". • Preliminary Matters, 2nd paragraph — This paragraph refers to a boundary survey plat dated April 30, 2021. The materials you sent included a draft consolidation plat, but not the referenced item. It may be appropriate to change the reference to the eventual consolidation plat and to parcels I and 2 as shown thereon. Proffer A — The proffer refers to an attached site plan, but no site plan accompanied the materials I received. Mr. Guy A. Flament, Jr. May 17, 2022 Page 2 • Proffer Cl — At the time of approval of the original 2005 proffers, dedication of Yardmaster Court as a public road had not taken place. It appears that the reference in Proffer C I to "a single shared commercial entrance" is, however, to what is now known as Yardmaster Court. Therefore, to avoid any ambiguity, it appears that the reference to "a single shared commercial entrance" should be changed to "Yardmaster Court". Proffer C2 — The proffer indicates that Proffer C2 from the 2005 proffers is complete, but it appears that Proffer C3 (additional right-of-way dedication along Route 1 1) from the 2005 proffers is also complete, so it may be most appropriate either to reference Proffer C3 from the 2005 proffers as complete as well or not to refer to either of the 2005 p ro ffe rs. • Proffer E — The proffer states the monetary contribution rate as $0.015 per square foot, the same as the 2005 proffers state, but the impact analysis letter dated April 26, 2002 indicates $0.15 per square foot. If the intent is for the rate to be $0.15 per square foot, a correction would be in order. 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. Sincerely, /*""M- Roderick B. Williams County Attorney cc: Wyatt Pearson, Director, Planning & Development, Frederick County (via email) John Bishop, Assistant Director, Planning & Development, Frederick County (via email) Tyler Klein, Senior Planner, Planning & Development, Frederick County (via email) To be completed by Planning Staff.- Fee Amount Paid S Zoning Amendment Numbcr Anticipated PC Hearing Date Date Received Anticipated BOS Hearing Date REZONING APPLICATION FREDERICK COUNTY, VA DEPARTMENT OF PLANNING & DEVELOPMENT 1. Property Owner(s) (please attach additional page(s) if more than two owners): Name: Pierce Hardy Limited Partnership Specific Contact Person if Other than Above: Guy Flament Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 ext. 1350 Email: guy.flament@84lumber.com Name: Specific Contact Person if Other than Above: Jim Zaunick Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 ext. 1380 Email: jim.zaunick@84lumber.com 2. Other Applicant Party (such as a contract purchaser) (please attach additional page(s) if necessary): Name: Specific Contact Person if Other than Above: Address: Telephone: Email: 3. Law firm, engineering firm, or other person, if any, serving as the primary contact person for this application: Firm Name: Bowman Specific Contact Person at Firm: Jerry Dove, PE, LEED AP Address: 101 South Street, SE Leesburg VA 20175 Telephone: 703-443-2400 Email: jdove@bowman.com Please note that, if a law firm, engineering firm, or other person, other than the owner of the property, will be acting on behalf of the owner and/or executing papers on behalf of the owner in connection with the rezoning, the owner will need to execute a power of attorney form granting the firm or person such authority. Page 12 4. Project Name (if any): 84 Lumber Winchester Truss Expansion 5. Property Information: a. Property Identification Numbcr(s): 44-A-75F 44-A-75G b. Total acreage of the parcel(s): 10.9 Total Acres c. Total acreage of parcel(s) to be rezoned (if other than whole parccl(s) is being rezoned): All 10.9 Total Acres d. Current zoning designation(s) and acreage(s) in each designation: 44-A-75F 2.21 Acres B3 and 44-A-75G 8.69 Acres B3 c. Proposed zoning designation(s) and acreage(s) in each designation: 44-A-75F 2.21 Acres M1 and 44-A-75G 8.69 Acres M1 f. Magisterial District(s): Stonewall g. Location - the property is located at (give street address(es) if assigned or otherwise exact location based on nearest road and distance from nearest intersection, using road names and route numbers): Both parcels are north of Yardmaster Court, VA 22656. Parcels are northwest of the intersection of Martinsburg Pike (US 11) and Yardmaster Ct. h. Adjoining Properties: Parcel 1D Number See Attached Use See Attached Please attach additional page(s) if necessary. Zonin Property identification numbers, magisterial districts, and deed book and page numbers/ instrument numbers may be obtained from the Office of the Commissioner of the Revenue, Real Estate Division, 107 North Kent Street, Winchester, VA 22601. Page 13 6. Disclosure of real parties in interest. Virginia Code j 15.2-2289 provides that localities may by ordinance require any applicant for a zoning amendment to make complete disclosure of the equitable ownership of the real estate to be affected including, in the case of corporate ownership, the name of stockholders, officers, and directors, and in any case the names and addresses of all real parties of interest. Frederick County has, by County Code § 165-101.09, adopted such an ordinance. For each business entity that is an owner or contract purchaser of the property, please list the name and address of each person owning an interest in, or who is an officer or director of, any entity that is an owner or contract purchaser of the property (you need not indicate the amount or extent of the ownership interest). Please note that this requirement does not apply to a corporation whose stock is traded on a national or local stock exchange and having more than 500 shareholders. See Attached Articles of Organization Please attach additional page(s) if necessary. 7. Checklist. Please check that the following items have been included with this application: 21 Location Map ✓❑ Plat Depicting Metes/Bounds of Proposed Zoning 0✓ Impact Analysis Statement 21 Proffer Statement (if any) ✓❑ Agency Comments ✓0 Fee Copies of Deed(s) to Property(ies) Tax Payment Verification 0 Digital copies (pdf's) of all submitted items Page 14 7. Signature(s): I (we), the undersigned, do hereby respectfully make application and petition the Frederick County Board of Supervisors to amend the zoning ordinance to change the zoning map of Frederick County, Virginia. I (we) authorize Frederick County officials to enter the property for site inspection purposes. I (we) understand that the sign issued when this application is submitted must be placed at the front property line at least seven days prior to the Planning Commission public hearing and the Board of Supervisors public hearing and maintained so as to be visible from the road right-of-way until the hearing. I (we) hereby certify that this application and its accompanying materials are true and accurate to the best of my (our) knowledge. Owner: Date Owner: signing on behalf of an entity, please state name of entity and your title: P. Who % ec %L cc- C Date If signing on behalf of an entity, please state name of entity and your title: Z.Z Other Applicant Party (if any): Date Z If signing on behalf of an entity, pleas/tate name of entity and your title: If additional signature lines are necessary, such as if more than two persons are owners, please use additional copies of this page. Page 15 ADJOINING PROPERTY OWNERS 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 NameDeborah Mullins P.O. Box 243 Stephenson, VA 22656 Property #44-A-76A NameFlorence Conard P.O. Box 202 Stephenson, VA 22656 Property #44-A-76B NameAnn Wilder P.O. Box 251 Stephenson, VA 22656 Property #44-A-76C NameEdward May 2851 Martinsburg Pike Stephenson, VA 22656 Property #44-A-76D NameAPAC Virginia, Inc. P.O. Box 339 Stephenson, VA 22656 Property #44-A-89 NameFranklin LF & Sons P.O. Box 339 Stephenson, VA 22656 Property #44-A-89A NameJRE Winchester LLC 1104 Leadbetter Road Ashland, VA 23005 Property #44-A-75 NameJRE Winchester LLC 11047 Leadbetter Road Ashland, VA 23005 Property #44-A-75D Name fl Property # Tel PIERCE HARDY LIMITED PAR`i'IYERSHIP .Unanimous Written Consent of the General Partner in Lieu of an Annual Meeting Apo. S>` , 20oll— The undersigned, being the, sole general partner (the "General Partner") of Pierce Hardy Limited Partnership , a Pennsylvania limited partnership (the "Partnership."), does hereby consent in writing, pursuant to all. applicable provisions of the Pennsylvania Uniform Limited Partnership Act of 2016, as amended, and the Amended and Restated Agreement of Limited Partnership dated. January 1, 2016, as amended, to the adoption of the following resolutions and to the Partnership actions hereinafter set forth and direct that they shall, in all respects, be deemed as valid Partnership actions as though such actions and resolutions had been duly approved and authorized at an annual meeting of theGeneral Partner of the Partnership, held as of the date -above set forth: Election of Officers RESOLVED, that the following persons are hereby unanimously elected to serve in the respective offices set forth beside their name until the.next annual meeting of the General Partner and until their successors) are duly elected and qualified: Margaret Hardy Knox Frank Cicero Paul J. Lentz Bethany L. Cypher Jim Zaunick Ed Baer 2. Ratification of Actions — President — Chief Operating Officer — Assistant Vice President — Assistant Vice: President Vice President Assistant Vice President RESOLVED; that -all other actions of the officers of the Partnership taken by such persons on behalf of the Partnership since the last annual meeting of the General Partner be, ,and hereby are, ratified°and approved as valid Partnership actions. The undersigned directs that this written consent shall, in all respects, be deemed to be in lieu of an annual meeting of the `General Partner of the Partnership, and. all notice requirements in connection herewith, whether by statute or otherwise, hereby ate waived. IN WITNESS. WHEREOF, the undersigned has duly executed this written, consent, to bd effective as o�the. date first above written. GENERAL PARTNER: Peter Jon Co. By: LAWA I I Maz ar t. .y x, President lolusasoa c0G Special Limited Power of Attorney County of Frederick, Virginia a Frederick Planning Website: www.fcva.us 4 nN Department of Planning & Development, County of Frederick, Virginia 107 North Kent Street, Winchester, Virginia 22601 Phone (540) 665-5651 Facsimile (540) 665-6395 Know All Men By These Presents That: Pierce Hardy Limited Partnership Name of Property Owner/Applicant Please note: If the property owncr/applicant is an entity, the name of the entity should appear above. If multiple persons own the property or are applicants, an executed power of attorney from each owner will be needed. 1019 Route 519 P_iqhty Four PA 1533n 724-228-8820 Mailing Address of Property Owner/Applicant Telephone Number as owner of, or applicant with respect to, the tract(s) or parcel(s) of land in Frederick County, Virginia, identified by following property identification numbers: 210009828 (Tax Map 44-A-75G) / 210010908 (Tax Map 44-A-75F) do hereby make, constitute, and appoint: Jim Zaunick and/or Guy Flament and/or their designee Name of Attorney -In -Fact 1019 Route 519 Eighty Four PA 15330 794-9g8-882n Mailing Address of Attomey-in-Fact Telephone Number to act as my true and lawful attorney -in -fact for and in my name, place, and stead, with the same full power and authority 1 would have if acting personally, to file and act on my behalf with respect to application with Frederick County, Virginia for the following, for the above identified property: xQ Rezoning Q Subdivision Conditional Use Permit U Site Plan 0 Master Development Plan (prelim. or final) Variance or Zoning Appeal and, further, my attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This appointment shall expire one year from the day that it is signed, or at such sooner time as I otherwise rescind or modify it. `-��- Signature Title ' sin behalf of an entity) Statc of CountylGity a A LxsK-1 n 4nn— To wit: 1, �jyy1Q�[A. �li h�(1 trt tny a Notary Public in and for the jurisdiction aforesaid, certify that the person who signed the foregoing instrument personally appeared before me and has acknowledged the samry before me in the jurisdiction aforesaid this 1d day of 20:2_.Z a' My Commission Expires: Cr 3,-2oaa P blic Registration Number: Commonwealth of Pennsylvania - Notary Seal Tamara R. DeMarino, Notary Public Washington County My commission expires November 3, 2022 Prepu d by: McCarthy & Akm, P.L.C. Amarap aid C-,u&. m Caw 302 Wat Baaawcn Strca Winchutcr, VA 22601 -, F phi, r� I � ► a.� @ � c� � , L� Prepared by: McCarthy & Akers, P.L.C. J. Douglas McCarthy, Esq., VSB No. 65713 Return to: McCarthy & Akers, P.L.C. 302 W. Boscawen Street Winchester, Virginia 22601 Grantees' address: UCG /1 LUtt 519 L_19Q ruw' i4 1ar�i� Consideration: $300,000.00 Assessment: $291,000.00 Parcel ID: 44-A-75F Title Insurer: Fidelity National Title Insurance Company THIS DEED, made and dated this INL day of J uh"Q, , 2021, by and between EVANLYNN L.L.C., a Virginia limited liability company, hereinafter called the Grantor, and PIERCE HARDY LIMITED PARTNERSHIP, a Pennsylvania limited partnership, hereinafter called the Grantee. WITNESSETH: That for and in consideration of the sum of One Dollar and other good and valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby grant and convey, with General Warranty and English covenants of title unto the Grantee, in fee simple, all of the following described realty, to -wit: All of that certain lot or parcel of land together with all improvements thereon and appurtenances thereunto belonging, containing 2.2078 acres, situate in Stonewall Magisterial District, Frederick County, Virginia, as shown on the plat and survey of Richard A. Edens, L.S., dated June 26, 2006 and recorded with Deed as Instrument No. 060019998, among the land records of Frederick County, Virginia. AND BEING the same real estate conveyed to Evanlynn L.L.C., a Virginia limited liability company, by deed from The Adams Development Group, Inc., a West Virginia corporation, dated October 24, 2006, and recorded October 24, 2004 in the Clerk's Office Circuit Court, Frederick County, Virginia as Instrument No. 060019998. 1 Reference is hereby made to the aforesaid instruments and the references therein contained for more particular descriptions of the property herein conveyed. This conveyance is made subject to all easements, rights of way and restrictions of record, affecting the subject property. WITNESS the following signatures and seals: Evanlynn L.L.C., a Virginia I' ited liability compan rantor t(SEAL) By Adam E. Smith, Member/Manager COMMONWEALTH OF VIR IN A; CIT COUNTY OF �1 j pr , to -wit: The foregoing instrument was acknowledged before me this 106( day of JvK'P_ , 2021 by Adam E. Smith as Member/Manager of Evanlynn, L.L.C., a Virginia limited liability company. My commission expires: My commission number: T• JPpp,UL.pNOTARY PUBLIC '• 0 = JTARY PUBLIC 0 ; RE G N 7902083 '; Z n : MY COMMISSION: Q • O EXPIRES ; 10/31/2024: �,� - ,�I�.; iii�;�'1:I;v 1;;_i�iC;kCq��i�l►;�'I. • � F .• i hiir,�;irl;►►Io�Itnfwritnl�;w��sOror>jurnrltc�mren and with c0g1ir(.: , . �1.�nowIM91,F�I11L�11t thE�Y . UOt1116'N�O wasAinitt0drorol'Ord. faXImD0S0dhvSer..58.1-902o1 58.1-801 have twwn and paid, if assessable Prcp,rcd by: WC&nhy 6: Ake,., P.L.C. 2 ! _ cork mod,-_ • [... , l.t 302 Wit B..c..rcn Sm. Winchester, VA 22601 T A X R E C E I P T - N FREDERICK COUNTY C. WILLIAM ORNDOFF, JR P.O. BOX 225 Y E A R 2 0 2 1- 1st H A WINCHESTER VA 22604-0225 2021 REAL ESTATE 2.21 ACRES 44 A Acres: Land: 288800 Imp: EVANLYNN LLC 290 AIRPORT RD STE 6 WINCHESTER VA 22602 T A X R E C E I P T - Y E A R N FREDERICK COUNTY C. WILLIAM ORNDOFF, JR P.O. BOX 225 WINCHESTER VA 22604-0225 2021 REAL ESTATE 2.21 ACRES 44 A Acres: Land: 288800 Imp: EVANLYNN LLC 290 AIRPORT RD STE 6 WINCHESTER VA 22602 Ticket 4:00116960001 cxo Date 5/05/2021 Register: WEB/$$ Trans. #: 43980 Dept # RE202101 ACCT# 8045494 Previous 75F Balance $ 880.84 2.21 Principal Being Paid $ 880.84 0 Penalty $ .00 Interest $ .00 Amount Paid $ 880.84 *Balance Due as of 5/05/2021 $ .00 2 0 2 1- 2nd H A Ticket #:00116960002 c Date 5/05/2021 Register: WEB/$$ Trans. #: 43980 Dept # RE202102 ACCT# 804S494 Previous 7SF Balance $ 880.84 2.21 Principal Being Paid $ 880.84 0 Penalty $ .00 Interest $ .00 Amount Paid $ 880.84 *Balance Due as of 5/05/2021 $ .00 T A X R E C E I P T - Y E A R 2 0 2 1- 1st H A Ticket 4:00056450001 Ca>(D H FREDERICK COUNTY Date 6/09/2021 C. WILLIAM ORNDOFF, JR Register: LMS/LMSA P.O. BOX 225 Trans. #: 18858 Dept # RE202101 WINCHESTER VA 22604-0225 ACCT# 8047520 2021 REAL ESTATE Previous 8.69 ACRES 44 A 75G Balance $ 1855.32 Acres: 8.69 Principal Being Paid $ 1855.32 Land: 608300 Imp: 0 Penalty $ .00 Interest $ .00 CAMS INVESTMENTS LLC Amount Paid $ 1855.32 212 THWAITE LN Balance Due WINCHESTER VA 22603 as of 6/09/2021 $ .00 T A X R E C E I P T N - Y E A R 2 0 2 1- 2nd H A Ticket #:00056450002 ok@ FREDERICK COUNTY Date : 11/30/2021 C. WILLIAM ORNDOFF, JR Register: JKH/JKHA P.O. BOX 225 Trans. #: 09805 Dept # RE202102 WINCHESTER VA 22604-0225 ACCT# 8047520 2021 REAL ESTATE Previous 8.69 ACRES 44 A 75G Balance $ 1855.31 Acres: 8.69 Principal Being Paid $ 1855.31 Land: 608300 Tmpi 0 Penalty $ .00 Interest $ .00 PIERCE HARDY LIMITED PARTNERSHIP Amount Paid $ 1855.31 101.9 ROUTE 519 BLDG 4 *Balance Due EIGHTY FOUR PA 15330 as of 11/30/2021 $ .00 • 0 August 16, 2022 Pierce Hardy Limited Partnership Attn: Guy Flament 1019 Route 519 Eighty -Four, PA 15330 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 Fax: 540/ 665-6395 RE: REZONING #04-22 94 Lumber PINs: 44-A-75F and 44-A-75G Dear Mr. Flament: This letter serves to confirm action taken by the Frederick County Board of Supervisors at their meeting on August 10, 2022. The above -referenced application was approved to rezone 2.21-acres from B3 (Industrial Transition) District to the M 1 (Light Industrial) District with proffers, and 8.69- acres from the B3 (Industrial Transition) District to the M 1 (Light Industrial) District with proffers, totaling 10.9-acres. This rezoning application modifies approved land uses associated with Rezoning Application (REZ) #02-05 and removes the requirement for a berm as part of the landscape buffer. The intended use of the proposed M 1 zoned parcels is a manufacturing facility (84 Lumber — truss plant expansion). These properties are located northwest of the intersection of Martinsburg Pike (Route 11) and Yardmaster Court (public roadway) and are identified with Property Identification Numbers (PfN's) #44-A-75F and #44-A-75G in the Stonewall Magisterial District. The proffer statement originally dated April 26, 2022 and revision date of May 17, 2022 and June 13, 2022, that was approved as a part of this rezoning application is unique to the above referenced property and is binding regardless of ownership. Enclosed is a copy of the adopted proffer statement for your records. Pursuant to §165.102.06E, the County Attorney will present the written proffer to the Frederick County Clerk of Circuit Court for recordation. Please do not hesitate to contact this office if you have any questions regarding the appro,,a] of this rezoning application. Sincerely M. TY lezein, AICP Senior Planner MTK/pd Attachments cc: Judith McCann -Slaughter, Supervisor Stonewall District Justin Kerns and William A. Orndoff, Stonewall District Planning Commissioners Debra Bonarti, Real Estate Rod Williams, County Attorney w/Proffer and Resolution Jim Zaunick, 1019 Route 519, Eighty Four, PA 15330 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Telephone: 724-228-8820 ext. 1380 To be completed by Planning St�a,/�� Fee Amount Paid S I I, O Zoning Amendment Number da Anticipated PC Hearing Date '112.0 Date Received (P a Anticipated BOS Hearing Date _. REZONING APPLICATION FREDERICK COUNTY, VA DEPARTMENT OF PLANNING & DEVELOPMENT 1. Property Owner(s) (please attach additional page(s) if more than two owners): Name: Pierce Hardy Limited Partnership Specific Contact Person if Other than Above: Guy Flament Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 ext. 1350 Email: guy.flament@841umber.com Name: Specific Contact Person if Other than Above: Jim ZBunick Address: 1019 Route 519 Eighty Four, PA 15330 Email: jim.zaunick@841umber.com 2. Other Applicant Party (such as a contract purchaser) (please attach additional page(s) if necessary): Name: Specific Contact Person if Other than Above: Address: _ Telephone: Email: 3. Law firm, engineering firm, or other person, if any, serving as the primar% contact person for this application: Firm :dame: Bowman Specific Contact Person at Fimi: Jerry Dove, PE, LEED AP Address: 101 South Street, SE Leesburg VA 20175 Telephone: 703-443-2400 Email: ldove@bowman.com Please note that, if a law firm, engineering firm, or other person, other than the owner of the property, will be acting on behalf of the owner and/or executing papers on behalf of the owner in connection with the rezoning, the owner will need to execute a power of attorney form granting the firm or person such authority. Page 12 4. Project Name (if any): 84 Lumber Winchester Truss Expansion 5. Property Information: a. Property Identification Number(s): 44-A-75F 44-A-75G b. Total acreage of the parcel(s): 10.9 Total Acres c. Total acreage of parcel(s) to be rezoned (if other than whole parcel(s) is being rezoned): All 10.9 Total Acres d. Current zoning designation(s) and acreage(s) in each designation: 44-A-75F 2.21 Acres B3 and 44-A-75G 8.69 Acres B3 c. Proposed zoning designation(s) and acreage(s) in each designation: 44-A-75F 2.21 Acres M1 and 44-A-75G 8.69 Acres M1 f. Magisterial District(s): Stonewall g. Location - the property is located at (give street address(es) if assigned or otherwise exact location based on nearest road and distance from nearest intersection, using road names and route numbers): Both parcels are north of Yardmaster Court, VA 22656. Parcels are northwest of the intersection of Martinsburg Pike (US 11) and Yardmaster Ct. h. Adjoining Properties: Parcel ID Number Use Zoning See Attached See Attached See Attached Please attach additional page(s) if necessary. Property identification numbers, magisterial districts, and deed book and page numbers! instrument numbers may be obtained from the Office of the Commissioner of the Revenue, Real Estate Division, 107 North Kent Street, Winchester, VA 22601. Page 13 6. Disclosure of real parties in interest. Virginia Code § 15.2-2289 provides that localities may by ordinance require any applicant for a zoning amendment to make complete disclosure of the equitable ownership of the real estate to be affected including, in the case of corporate ownership, the name of stockholders, officers, and directors, and in any case the names and addresses of all real parties of interest. Frederick County has, by County Code § 165-101.09, adopted such an ordinance. For each business entity that is an owner or contract purchaser of the property, please list the name and address of each person owning an interest in, or who is an officer or director of, any entity that is an owner or contract purchaser of the property (you need not indicate the amount or extent of the ownership interest). Please note that this requirement does not apply to a corporation whose stock is traded on a national or local stock exchange and having more than 500 shareholders. See Attached Articles of Organization Please attach additional page(s) if necessary. 7. Checklist. Please check that the following items have been included with this application: lkl Location :Nap Plat Depicting Metes/Bounds of Proposed Zoning 0 Impact Analysis Statement Proffer Statement (if any) 0 Agency Comments ✓� Fee R1 Copies of Deed(s) to Property(ies) 0 Tax Payment Verification Digital copies (pdfs) of all submitted items Page 14 Adjoining Properties Parcel ID Number Use Zoning 44-A-75B Truss Manufacturing Facility Residence M1 44-A-76A RA 44-A-766 Residence RA 44-A-76C Residence RA 44-A-76D Residence Construction and Paving Company RA 44-A-89A B2 44-A 89A Construction and Paving Company B2 44-A-75 Vacant Land B3 44-A-75D Vacant Land 1133 0 • • • 7. Signature(s): I (we), the undersigned, do hereby respectfully make application and petition the Frederick County Board of Supervisors to amend the zoning ordinance to change the zoning map of Frederick County, Virginia. I (we) authorize Frederick Countv officials to enter the property for site inspection purposes. I (we) understand that the sign issued when this application is submitted must be placed at the front property line at least seven days prior to the Planning Commission public hearing and the Board of Supervisors public hearing and maintained so as to be visible from the road right-of-way until the hearing. I (we) hereby certify that this application and its accompanying materials are true and accurate to the best of my (our) knowledge. Z Owner: Date ,41 signing on behalf of an entity, please state name of entity and your title: / J . A (-.) ki rc- /- (3,. // c (- -, r Owner: Date If signing on behalf of an entity, please state name of entity and your title: Other Applicant Party (if any): _ Date If signing on behalf o ranentity, pleas : talc name of entity and your title: If additional signature lines are necessary, such as if more than two persons are owners, please use additional copies of this page. Page 15 • E Special Limited Power of Attorney County of Frederick, Virginia d Frederick Planning Website: www.fcva.us Department of Planning & Development, County of Frederick, Virginia 107 North Kent Street, Winchester, Virginia 22601 Phone (540) 665-5651 Facsimile (540) 665-6395 Know All Men By These Presents That: Pierce Hardy Limited Partnership Name of Property Owner/Applicant Please note: If the property owncuapplicant is an entity. the name of the entity should appear ahocc If multiple persons own the property or arc applicants, an executed power of attorney from each owner will be needed. 1019 Rnt tte 519,Fi9hty Four PA 15330 724-228-8820 Mailing Address of Property Owner Applicant Telephone Number as owner of, or applicant with respect to, the tract(s) or parcel(s) of land in Frederick County, Virginia, identified by following property identification numbers: 210009828 (Tax Map 44-A-75G) / 210010908 (Tax Map 44-A-75F) do hereby make, constitute, and appoint: Jim Zaunick and/or Guy Flament and/or their designee Name of Attorney -In -Fact 1019 Route 519 Eighty Four PA 15330 724-228-8s2n Mailing Address of Attomey-In-Fact I elephone Number to act as my true and lawful attorney4n-tact for and in my name, place, and stead, with the same full power and authority 1 would have if acting personally, to file and act on my behalf with respect to application with Frederick County, Virginia for the follow in , for the above identified properh - X Rezoning Subdivision Conditional Use Permit X Site Plan :Master Development Plan (prelim. or final) Variance or Zoning Appeal and, further, my attorney -in -tact shall have the authority tooffer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This appointment shall expire one year from the day that it is signed, or at such sooner time as I otherwise rescind or modify it. Signature Title si on behalf of an entity) L,S ZA vN �_' L- i -.- State en n syl,rC,tn I C� , CountyfQty of YV ASV) % �CI4tVI_- , To wit: -D� y-i "d , a Notary Public in and for the jurisdiction aforesaid, certify that the person who signed the foregoing instrument personally appeared before me and has acknowledged the samy before me in the jurisdiction aforesaid this �_ day of , 20�.Z 4)_ (/) My Commission Expires: )�OV [ Wlbf-y' 3' -2Oa a P blic Registration Number: 1,22S 145 Commonwealth of Pennsylvania - Notary Seel Tamara R. DeMarino, Notary Public Washington County My Commission expires November 3, 2022 Geffiffilss be +225445 Member, Pennsylvania Association of Notaries PIERCE HARDY LIMITED PARTNERSHIP Unanimous Written Consent of the General Partner in Lieu of an Annual Meetint* r- I S` , 20-.�J— The undersigned, being die sole general partner (the "General Partner") of Pierce Hardy Limited Partnership, a Pennsylvania limited partnership (the "Partnership'), does hereby consent in writing, pursuant to all applicable provisions of the Pennsylvania Uniform Limited Partnership Act of 2016, as amended, and the Amended and Restated Agreement of Limited Partnership dated January 1, 2016, as amended, to the adoption of the following resolutions and to the Partnership actions hereinafter set forth and direct that they shall, in all respects, be deemed as valid Partnership actions as though such actions and resolutions had been duly approved and authorized at an annual meeting of the General Partner of the Partnership, held as of the date above set forth: Election of Officers RESOLVED, that the following persons are hereby unanimously elected to serve in the respective offices set forth beside their name until the next annual meeting of the General Partner and until their successor(s) are drily elected and qualified: Margaret Hardy Knox Frank Cicero Paul J. Lentz Bethany L. Cypher Jim Zaunick Ed Baer Ratification of .Actions - President - Chief Operating Officer - Assistant Vice President Assistant Vice President Vice President Assistant Vice President RESOLVED, that all other actions of the officers of the Partnership taken by such persons on behalf of the Partnership since the last annual meeting of the General Partner be, and hereby are, ratified and approved as valid Partnership actions. The undersigned directs that this written consent shall, in all respects, be deemed to be in lieu of an annual meeting of the General Partner of the Partnership, and all notice requirements in connection herewith, whether by statute or otherwise, hereby are waived. (01iA»)0 l I IN WITNESS WHEREOF, the undersigned has duly executed this written consent, to be effective as of the date first above written. GENERAL PARTNER: Peter Jon Co. By: Mar at, a 1y K ox, President IC!245450.1 1 220010330 PROFFER STATEMENT REZONING: RZ. # 0 q - I2 Industrial Transition District (133) with Proffers to Light Industrial District (M 1) with Proffers PROPERTY: Tax Parcel # 44-(A)-75F 2.21 acres & Tax Parcel # 44-(A)-75G 8.69 acres 54rlewat l -Dti--S+f IOr- RECORD OWNER: Pierce Ilardy Limited Partnership (both) APPLICANT: Pierce Hardy Limited Partnership ("Applicant") PROJECT NAME: 84 Lumber Truss Plant Expansion ORIGINAL DATE OF PROFFERS: April26,2022 REVISED DATE May 17, 2022 REVISED DATE June 13, 2022 REVISED DATE. August 10, 2022 Preliminary Matters Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned Owner hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application # 01-77, for the rezoning of combined 10.90 t acres from the Industrial Transition (133) District with Proffers to the Light Industrial (MI) District with Proffers, development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the Owner and such be approved by the Frederick County Board of Supervisors in accordance with the said Code and Zoning Ordinance. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and will have no effect whatsoever. These proffers shall be binding upon this Owner and their legal successors, heirs, or assigns. Approval of this proffer statement does not eliminate previously approved proffers associated 44- (A)-75C, 44-(A)-75D, 44-(A)-75E and 44- (A)-75F; which were approved under the conditions set forth in RZ #02-05 approved by the Frederick County Board of Supervisors on April 13, 2005. However, these proffers will alter the previously approved proffer for current Tax Map Parcels 44-(A)-75F $ 44- (A) 75G . The previous proffer will remain in force for the Property, to the extent that prior proffer is not inconsistent with the current proposed proffer. The subject properties, more particularly described as the lands owned by Pierce Hardy Limited Partnership, being all of Tax Map Parcel 44-(A)-75F & Tax Map Parcel 44- (A) 75 G and further described by Subdivision and Consolidation Plat prepared by Triad Engineering, Inc. dated December 29, 2021 (see attached Consolidation Plat). Page 1 of 4 A),;,e;bt�"� rkyelopment Plan ± acre The Owner hereby proffers to c-develop the he attached Geometric combined and Utility plan property an in substantial conformance with t expansion of the existing adjacent 84 Lumber Truss Plant B.) Vehicld Use Restrictions I.) Conditional Rezoning Application #_ Trip generation for the existing and proposed land uses were determined based upon the I Ith Edition of the Institute of Transportation Engineers' ("ITE") Trip Generation Report. Accordingly, ITE Land Use Code 812 (Building and Lumber Store & small office buildings) was used to calculate the trips associated with the by- right 84 Lumber and ITE Land Use Code was used to calculate the trips associated with the proposed truss manufacturing plant. The Applicant hereby tp I toers to exceed arict development of the max'mum of 570 Vppcombined 10.90 acre property to an amount 2.) The Owner hereby proffers to prohibit the following M-I District land uses within the combined 10.90 t acre property: • Local and suburban transit and interurban highway passenger transportation. • Business associations; membership organizations; and labor unions • Motor freight transportation, excluding warehousing and storage • Transportation by air ■ Transportation services ■ Truck stops C.) Tmnsvrtation I.) Access to Martinsburg Pike (US Route 11) Direct access to Martinsburg Pike (US Route 11) is provided through Yardmaster Court to provide ingress and egress for the c o m b i n e d 10.9 t acre property. All other access will be prohibited Page 2 of 4 2.) Signalization Reference is made to Proffer C4 in 2005 proffers on this property. Owner acknowledges that it will bear a pro rats share of the cost of signalization, should a signal ever be needed. D.) North BuFfef The Owner hereby proffers to construct a six foot berm as the opaque element within the one -hundred foot wide Category " " full l&�(A) adjacent to tax parcels 44-(A)-76A, 44-(A)-76B, 44-(A� 76D . E,) A���+�� ��ntribut�on to Offset Impact of veloomcnt The undersigned owner of the above -described property hereby voluntarily proffers that in the event rezoning application # is approved, the undersigned will pay to the Treasurer of Frederick County, Virginia the following amount: $ .10/ building square foot, based upon any additional square footage added for the redeveloped site. This payment is intended to offset the additional cost to Frederick County, and more specifically Frederick County Fire and Rescue, due to an increased demand on public services. The proffer increments will be paid prior to issuance of the building occupancy permits. F.) Signatures The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in the interest of the Applicant and owner. In the cvcnt the Frederick County Board of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Page 3 of 4 u • Respectfully Submitted: WITNESS: � .e�/ �.� COMMONWEALTH OF PENNSYLVANIA COUNTY OF WASIfIi`6-FON Jim 7.aunick, Vice President Pierce Hardy Limited Partnership SS On this, the 1b"' day of a5d,2022, before me, Tamara Demarino, the undersigned officer, personally appeared Jimlaunick, who acknowledged h i m self to be the Vice President of Pierce Harms Limited Partnership, a Pennsylvania Limited Partnership, and that he, as such Vice President, being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the limited partnership by herself as Assistant Vice President. In witness whereof, 1 hereunto set my hand and official seal. Note Public Commonw"M or Penro"nfs - Notary MW Tamara R. DoMwino, Notary pubNC WuNnpton County My commission expires November 3, 2022 Comw *moon number 1225u5 Mwnber. P«ftyrwn a AMecis"n el Moae1N Page 4 of 4 I LYI oaH u MALM: J y w w 1LORfKY" N (.'J+MPI� - MN M O-DO tM ✓ .. / Jfi -- " • �� �7fo MUM M/ /I M'L .•'J Iow Y /1H 11. 1/I PAX 'w p[}p �! /11 •I 111a //. . .. . 16f fmlMlu _ _ I& ticfv Y � V1f K)Y(.M .. . '.tom Y W/ M7 JM A WI ! _ tY /IY' + fx jl J� Ij ol r+ :N / • i YY,4t iyp II ,� `yo ill O �• r ^ , �6 is "� ., .w -- �+/.� � „� -•'o'er' l ;_ '.. e t �. [� , • / � - .F�,, - , ;1r.1 Yow n »aq �'� I N Ir,r„//r � - . • .' %-� 2.000 sr Off10E . ® �r-'J r+//f• (»I-- BUILDING- 'nEIGNt<35' J w+m w -'K Ks'!R, l :u W N + M v� ",: Mf f rJ r ova wt[�r 1wr' - K QA7 N %X'UOE ,s "•;+ OAS m q+rY u~OY>: nn..a o �n u f .� s `aMR MICI II (�C1s) fua mlvcn o �,n afrs of 4 r + .. _ . ns w Yttl// wf�. al • I 1 •+''•.• .. 1+.1 : ' i 1 1. '^ 9u1LL R fM-b K GRIP 111C Dj [{,E! V Ellfi�ji { ED VIEI r . r� 8 Q 24 ORDINANCE Action: PLANNING COMMISSION: July 20, 2022 Public Hearing Held, Recommended Approval BOARD OF SUPERVISORS: August 10, 2022 Adopted ORDINANCE AMENDING THE ZONING DISTRICT MAP REZONING #04-22 84 LUMBER WHEREAS, REZONING #04-22 84 Lumber submitted to rezone 2.21-acres from B3 (Industrial Transition) District to the M 1 (Light Industrial) District with proffers, and 8.69-acres from the B3 District to the M 1 District with proffers, totaling 10.9-acres. These properties are located northwest of the intersection of Martinsburg Pike (Route 11) and Yardmaster Court and are identified by Property Identification Numbers 44-A-75F and 44-A-75G in the Stonewall Magisterial District; and WHEREAS, the Frederick County Planning Commission held a public hearing on this Rezoning on July 20, 2022 and recommended approval; and WHEREAS, the Frederick County Board of Supervisors held a public hearing on this Rezoning during then' regular meeting on August 10, 2022; and WHEREAS, the Frederick County Board of Supervisors finds the approval of this Rezoning to be in the best interest of the public health, safety, and welfare. NOW, THEREFORE, BE 1T ORDAINED by the Frederick County Board of Supervisors, that Chapter 165 of the Frederick County Code, Zoning, is amended to revise the Zoning District Map to rezone 2.21-acres fi•om B3 (Industrial Transition) District to the MI (Light Industrial) District with proffers, and 8.69- acres from the B3 District to the M 1 District with proffers, totaling 10.9-acres with amended proffer statement bearing signature date June 13, 2022. The conditions voluntarily proffered in writing by the Applicant and the Property Owner are attached. This ordinance shall be in effect on the date of adoption. Passed this 10`11 day of August 2022 by the following recorded vote: Charles S. DeHaven, Jr., Chairman Aye Shawn L. Graber Aye J. Douglas McCarthy Aye Robert W. Wells Aye Josh E. Ludwig Ayc Judith McCann-Slauglitcr Aye Blaine P. Dunn Aye A COPY ATTEST r Michael L. BollhoALnistrator Frederick County Res No. 013-22 PDRes #27-22 1 �J Rd78s• YuI. 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(e.4 •J - . fw.0 R Sir » K was ht fR�•r DETAMED '� - — 6 .24 RECEIVED J U L 18 2022 FREDERICK COUNTY PLANNING AND DEVELOPMENT PROFFER STATEMENT REZONING: RZ # Industrial Transition District (133) with Proffers to Light Industrial District (M 1) with Proffers PROPERTY: Tax Parcel # 44-(A)-75F 2.21 acres & "fax Parcel # 44-(A)-75G 8.69 acres RECORD OWNER: Pierce Hardy Limited Partnership (both) APPLICANT: Pierce Hardy Limited Partnership ("Applicant") PROJECT NAME: 84 Lumber Truss Plant Expansion ORIGINAL DATE OF PROFFERS: April 26,2022 REVISED DATE May 17, 2022 Preliminar, Matters Pursuant to Section 15.2-2296 Ft. Seq. of the Code of Virginia. 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned Owner hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application #_ for the rezoning of combined 10.90 t acres from the Industrial transition (133) District with Proffers to the Light Industrial (M 1) District with Proffers, development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the Owner and such be approved by the Frederick County Board of Supervisors in accordance with the said Code and "Zoning Ordinance. In the event that such rezoning is not granted, then these: proffers shall be deemed withdrawn and will have no effect whatsoever. These proffers shall be binding upon this Owner and their legal successors, heirs, or assigns. Approval of this proffer statement does not eliminate previously approved proffers associated 44- (A)-75C, 44-(A)-75D, 44-(A)-75E and 44- (A)-75F; which were: approved under the conditions set forth in RZ. #02-05 approved by the Frederick County Board of Supervisors on April 13, 2005. However, these proffers will alter the previously approved proffer for current Tax Map Parcels 44-(A)-75F S 44- (A) 75G . The previous proffer will remain in force for the Property. to the extent that prior proffer is not inconsistent with the current proposed proffer. The subject properties, more particularly described as the lands owned by Pierce Hardy Limited Partnership, being all of Tax Map Parcel 44-(A)-75F & Tax Map Parcel 44- (A) 75 G and further described by Subdivision and Consolidation Plat prepared by Triad Engineering, Inc. dated December 29, 2021 (see attached Consolidation Plat). Page 1 of 4 A.) Generalized Develolment Plan The Owner hereby proffers to re -develop the combined 10.90 t acre property in substantial conformance with the attached Geometric Layout and Utility plan for an expansion of the existing adjacent 84 Lumber Truss Plant B.) Vehicle Per Day (VPD) and Land Use Restrictions 1.) Conditional Rezoning Application #_ Trip generation for the existing and proposed land uses were determined based upon the I I th Edition of the Institute of Transportation Engineers' ("ITE") "frip Generation Report. Accordingly, ITE Land Use Code 812 (Building and Lumber Store & small office buildings) was used to calculate the trips associated with the by- right 84 Lumber and ITE Land Use Code was used to calculate the trips associated with the proposed truss manufacturing plant. The Applicant hereby proffers to restrict development of the combined 10.90 acre property to an amount not to exceed a maximum of 570 VPD. 2.) The Owner hereby proffers to prohibit the following M-I District land uses within the combined 10.90 t acre property: • Local and suburban transit and interurban highway passenger transportation. • Business associations; membership organizations; and labor unions • Motor freight transportation, excluding warehousing and storage • Transportation by air • Transportation services • Truck stops C.) Transportation I.) Access to Martinsburg Pike (US Route 11) Direct access to Martinsburg Pike (US Route 11) is provided through Yardmaster Court to provide ingress and egress for the combined 10.9 -� acre property. All other access will be prohibited Page 2 of 4 D.) North Buffer The Owner hereby proffers to construct a six foot high o p a q u e fence as the opaque element within the one -hundred foot wide Category "C" full screen adjacent to tax parcels 44-(A)-76A, 44-(A)- 76B, 44-(A)-76C, &44(A)-76D . E.) Monetary Contribution to Offset Impact of [h.velopment The undersigned owner of the above -described property hereby voluntarily proffers that in the event rezoning application # is approved, the undersigned will pay to the Treasurer of Frederick County, Virginia the following amount: S .015/ building square foot, based upon any additional square footage added for the redeveloped site. This payment is intended to offset the additional cost to Frederick County, and more specifically Frederick County Fire and Rescue, due to an increased demand on public services. The proffer increments will be paid prior to issuance of the building occupancy permits. F.) Signatures The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in the interest of the Applicant and owner. In the event the Frederick County Board of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Page 3 of 4 Respectfully Submitted: WITNES nn Zaunick. Vice President Pierce Hardy Limited Partnership COMMONWEALTH OF PENNSYLVANIA SS COUNTY OF WASI-INGlON On this, the 1'� Ih day of N . , 2022, before me, Tamara Demarino, the undersigned officer, personally appeared Jim Z.aunick, who acknowledged h i m self to be the Vice President of Pierce Hardy Limited Partnership, a Pennsylvania Limited Partnership, and that he, as such Vice President, being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the limited partnership by herself as Assistant Vice President. In witness whereof, I hereunto set my hand and official seal. � � aPublic No ary Commonwealth of Pennsylvania - Notary Seal Tamara R. OeMarino, Notary Public Washington County My commission expires November 3, 2022 Commission number 1225445 Member, Pennsylvania Association of Notaries Page 4 of 4 • O Rezoning Comments Virginia Department of Transportation Mail to: Virginia Department of Transportation Attn: Resident Engineer 14031 Old Valley Pike Edinburg, Virginia 22824 (540)984-5600 Hand deliver to: Virginia Department of Transportation Attn: Resident Engineer 2275 Northwestern Pike Winchester, Virginia 22603 Applicant: Please fill out the information as accurately as possible in order to assist the Department of Transportation with their review. Attach three copies of your application location map, proffer statement, impact analysis, and any other pertinent information. Applicant's Name: Pierce Hardy Limited Partnership Telephone: 724-228-8820 Ext. 1350 Mailing Address: 1019 Route 519 Eighty Four. PA 15330 Location of property: 210009828 (Tax Map 44-A-75G) / 210010908 (Tax Map 44-A-75F) Yardmaster Ct. Current zoning: B3 Winchester, VA 22603 Zoning requested: M1 Acreage: 10-9 Virginia form, Virginia Department of Transportation Comments: The documentation within the application to rezone this property (44-A-75G/44-A-75F) from B3 to M1 appears fo—>f ave ]iifle impacf on oute 1-1-(Martinsburg Pike). --This rout'eis the VD roadway which as been considered as the access to the property referenced. VDOT is satisfied that the transportation proffers-offered-irrthe-84-L-umber -Truss-Plant-rezoning-application-of-date-April 26-2022-address transportation concerns associated with this request. VDOT appreciates the opportunity to provide input on this potential rezoning. Please feel free to contact me at 540-534-3214 if you have any questions or concerns. VDOT Signature & Date: 1 L . �_ — 77 �e -1 7-:Z Notice to VDOT - Please Return Form to Applicant 21 • • Rezoning Comments Frederick Water Mail to: Frederick Water Attn: Engineer P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 Hand deliver to: Frederick Water Attn: Engineer 315 Tasker Road Stephens City, Virginia j Applicant: Please (Ill out the information as accurately as possible in order to assist the agency with their review. Attach a copy of your application form, location map, proffer statement, impact analysis, and any other pertinent information. Applicant's Name: Pierce Hardy Limited Partnership Mailing Address: 1019 Route 519 Telephone: 724-228-8820 Ext.1350 Eighty Four, PA 15330 Location of property: 210009828 (Tax Map 44-A-75G) / 210010908 (Tax Map 44-A-75F) Yardmaster Ct. Winchester, VA 22603 Current zoning: B3 "Zoning requested: N11 Acreage: 10.9 Frederick Water Comments: !`j O Cs�w1 n�cJ (S Frederick Water Signature & Date: _ S ZZ Notice to Frederick Water Please Return This Form to the Applicant 26 E Rezoning Comments Frederick County Fire Marshal Mail to: Hand deliver to: Frederick County Fire Marshal Frederick County Fire & Rescue Dept- 1080 Coverstone Drive Attn: Fire Marshal Winchester, Virginia 22602 Public Safety Building (540) 665-6350 1080 Coverstone Drive Winchester, Virginia Applicant: Please fill out the information as accurately as possible in order to assist the Frederick County Fire Marshal with his review. Attach a copy of your application form, location map, proffer statement, impact analysis, and any other pertinent information. Applicant's Name: Pierce Hardy Limited Partnership Mailing Address: 1019 Route 519 Eighty Four, PA 15330 Telephone: 724-228-8820 Ext.1350 Location of' property: 210009828 (Tax Map 44-A-75G) / 210010908 (Tax Map 44-A-75F) Yardmaster Ct. Winchester, VA 22603 Current zoning: B3 "Zoning requested: M1 Acreage: 10•9 Fire Marshal's Comments: /g -aa, Fire Marshal's Signature & Date: _ Notice to Fire Marshal - Please Return This form to the Applicant 23 MAY 1 8 2022 11 • Frederick County Fire and Rescue Department Office of the Fire Marshal 1080 Coverstone Drive Winchester, VA 22602 Phone:540-665-6350 Fax:540-678-4739 fmo@fcva.us Plan Review Rezoning Status: Approved Business Name 84 Lumber 240 Yardmaster Ct Stephenson, Virginia 22656 Other: Printed Date: 05/19/2022 Pierce Hardy Limited Partnership Generall Information Received Date: 05/13/2022 Occupancy Type: Manufacturing Review Begin Date: 05/19/2022 Property Use: Manufacturing Review End Date: 05/19/2022 Activity Number: 1051065 Hours: 1.0000 Review Cause: Application Activity. Details Project Name Truss Plant Expansion Comments: Possible typo on page 3 letter E.) on Proffer Statement. $.015/ building square foot A 41 � Adam Hounshell Lieutenant/Assistant Fire Marshal Page 1 of 1 • RECEI V r) 3a,-�A!�, 3 �! i 1 jai)_2 Frederick County Public Works & Inspections Rezoning Comments Frederick County Department of Public Works Nlail to: Frederick County Dept. of Public Works Attn: Director of Engineering 107 North Kent Street Winchester, Virginia 22601 (540)665-5643 Hand deliver to: Frederick County Dept. of Public Works Attn: Director of Engineering 107 North Kent Street Suite 200 Winchester, Virginia Applicant: Please fill out the information as accurately as possible in order to assist the Department of i Public Works with their review. Attach a copy of your application form, location map, proffer statement, impact analysis, and any other pertinent information. Applicant's Name: Pierce Hardy Limited Partnership Mailing Address: 1019 Route 519 Winchester, VA 22603 Telephone: 724-228-8820 Ext.1350 Location of property: 210009828 (Tax Map 44-A-75G) / 210010908 (Tax Map 44-A-75F) Yardmaster Ct. Winchester, VA 22603 Current zoning: B3 Zoning requested: M1 -- _. Acreage: 10-9 - — Department of Public Works Comments: We- 0 n 0 C 2, Public Works Signature & Date: i Notice to Dept. of POI c Works - Please Return This Form to the Applicant 22 May 17, 2022 VIA EMAIL Mr. Guy A. Flamcnt, Jr. Permit & Project Coordinator 84 Lumber Company 1019 Route 519, 131.1ilding 4 Eighty Four, PA 15330 COUNTY OF FREDERICK Roderick B. Williams County Attorney 540/722-8383 Fax 540/667-0370 E-mail rwillia@fcva.us Re: Rezoning Application — Piet -cc Hardy Limited Partnership Tax Parcel Numbers 44-A-75F and 44-A-75G, 10.90f Acres (the "Property") Proposed Proffer Statement (the "Proffer Statement") Dear Mr. Flament: You have submitted to Frederick County for review the Proffer Statement, for the proposed rezoning of the Property, 10.901 acres in the Stonewall Magisterial District, from the B3 (Industrial Transition) District, with proffers, to the M 1 (Light Industrial) District, with proffers, by Pierce Hardy Limited Partnership (the "Owner"). I have now reviewed the Proffer Statement and it is my opinion that the Proffcr 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: Preliminary Matters, I" paragraph — To avoid any ambiguity, the references to "Applicant" in this paragraph should be to "Owner". • Preliminary Matters, 2"`i paragraph — This paragraph refers to a boundary survey plat dated April 30, 2021. The materials you sent included a draft consolidation plat, but not the referenced item. It may be appropriate to change the reference to the eventual consolidation plat and to parcels l and 2 as shown thereon. Proffcr A — The proffer refers to an attached site plan, bUt no site plan accoinpamed the materials I received. Mr. Guy A. Flament, Jr. May 17, 2022 Page 2 • Proffer C 1 — At the time of approval of the original 2005 proffers, dedication of Yardmaster Court as a public road had not taken place. It appears that the reference in Proffer C 1 to "a single shared commercial entrance" is, however, to what is now known as Yardmaster Court. Therefore, to avoid any ambiguity, it appears that the reference to "a single shared commercial entrance" should be changed to "Yardmaster Court". Proffer C2 — The proffer indicates that Proffer C2 fi•om the 2005 proffers is complete, but it appears that Proffer C3 (additional right-of-way dedication along Route 1 1) from the 2005 proffers is also complete, so it may be most appropriate either to reference Proffer C3 from the 2005 proffers as complete as well or not to refer to either of the 2005 proffers. • Proffer C — The proffer states the monetary contribution rate as $0.015 per square foot, the same as the 2005 proffers state, but the impact analysis letter dated April 26, 2002 indicates $0.15 per square foot. If the intent is for the rate to be $0.15 per square foot, a correction would be in order. 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. Sincerely, Roderick B. Williams County Attorney cc: Wyatt Pearson, Director, Planning & Development, Frederick County (via email) John Bishop, Assistant Director, Planning & Development, Frederick County (via email) Tyler Klein, Senior Planner, Planning & Development, Frederick County (via email) *-I 1 Ai Fe Traffic Impact Analysis s SITE 84 Lumber Truss Plant Martinsburg Pike and Yardmaster Court Frederick County, Virginia Prepared for: 84 Lumber April 20'h, 2022 9 • 0 Traffic Impact Analysis 84 Lumber Truss Plant Martinsburg Pike and Yardmaster Court Frederick County, Virginia Prepared April 20'h, 2022 Prepared for: 84 Lumber 0 Prepared by: Bowman Bowman Consulting Group, Ltd LTF[ OF yr �f /Z o/Z Z o U MICHAEL YOUNG Y Lic. No. 0402060103 Traffic Project Manager: Michael Young, P.E. Bowman Job It 130155-01-003 r: SIONA • • Table of Contents ExecutiveSummary ........................................................................................................................................................v Introduction.......................................................................................................................................................................1 BackgroundInformation..............................................................................................................................................1 Scopeof Work.............................................................................................................................................................2 ExistingRoadway Network..........................................................................................................................................3 ExistingIntersection Configuration..........................................................................................................................3 DataCollection.................................................................................................................................................................4 TurningMovement Counts....................................................................................................................................4 ProgrammedImprovements..................................................................................................................................4 Traffic Forecast and Background Traffic.................................................................................................................S ProposedDevelopment................................................................................................................................................5 Trip Generation and Trip Distribution.....................................................................................................................5 CapacityAnalysis.............................................................................................................................................................6 Capacity Analysis of Existing Conditions (Year 2022)...................................................................................7 • Capacity Analysis Comparison — No Build vs. Build Conditions (Year 2023).......................................8 Summary.........................................................................................................................................................................11 Conclusion...................................................................................................................................................................... 11 List of Figures Figure1. Site Location..................................................................................................................................................1 Figure2. Conceptual Plan...........................................................................................................................................2 Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection.............4 List of Tables Table1. Site Trip Generation......................................................................................................................................S Table2. HCM Level of Service Criteria....................................................................................................................6 Table 3. 2022 Existing Conditions Capacity Analysis — Martinsburg Pike and Yardmaster Court/ PrivateDwy........................................................................................................................................................................7 Table 4. 2023 AM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private Dwy....................................................................................................................................................................................... 8 Table 5. 2023 PM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private Dwy....................................................................................................................................................................................... 9 Table 6. 2023 AM Peak Hour Capacity Analysis — Yardmaster Court and Site Dwy........................... 10 Table 7. 2023 PM Peak Hour Capacity Analysis — Yardmaster Court and Site Dwy ............................10 :7 �J 0 • Appendices Appendix A: Conceptual Plan Appendix B: Turning Movement Counts Appendix C: Traffic Volume and Traffic Distribution Exhibits Appendix D: Existing (2022) Capacity Analysis Appendix E: No Build (2023) Capacity Analysis Appendix F: Build (2023) Capacity Analysis • • IV 0 0 • Executive Summary This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for the proposed 84 Lumber Truss Plant development located in Frederick County, VA. The purpose of this analysis is to determine the potential impact (if any) to the existing traffic operations of the surrounding roadway network caused by the proposed development. Description of Proposed Development The proposed development is to be located at the northwest corner of the intersection of Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. The proposed site will consist of a Truss Plant including 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. Access to the proposed site will be provided via three (3) full -access driveways connecting to Yardmaster Court: one (1) proposed truck driveway, one (1) proposed customer/employee • driveway, and one (1) existing employee driveway. To provide a conservative analysis of the driveway operations for the site, the access to the proposed site will be evaluated as one site driveway connecting to Yardmaster Court. Scope of Work The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines. To examine the projected impact of the proposed development's site traffic on the existing roadway network, the following study intersections were analyzed in this report: • Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway (Unsignalized) • Yardmaster Court and Proposed Site Driveway (Unsignalized) For the purposes of this analysis, it is anticipated that the proposed development will be constructed and fully operational by the year 2023. Therefore, the following scenarios were evaluated as part of this study: • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) v 0 • Programmed Improvements It is Bowman's understanding that there are no programmed roadway improvements within the project vicinity. Trip Generation Trip generation for the proposed development was calculated based on the calculations and formulae contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual, I " Edition. The proposed 84 Lumber Truss Plant Development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. Capacity Analysis Results To evaluate the traffic operations with the proposed development in place, capacity analyses were completed at the two (2) study intersections included in this report. The purpose for this analysis was to compare the results of the No Build and Build Conditions to identify areas impacted by the proposed development. • The results of the capacity analysis indicate that there are no projected changes to levels of service at the study intersections from No Build to Build Conditions. • Conclusion Based on the results of the analysis contained in this report, the addition of the site traffic associated with the proposed development is not expected to adversely impact the operations of the existing roadway network. vi • Introductio This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for the proposed 84 Lumber Truss Plant development located in Frederick County, VA. The purpose of this analysis is to determine the potential impact (if any) to the existing traffic operations of the surrounding roadway network caused by the proposed development. Background Information The proposed development is to be located at the northwest corner of the intersection of Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. Figure 1 depicts the site location. • Figure 1. Site Location The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. The conceptual plan for the proposed site is depicted on Figure 2 and included in Appendix A. 0 • 0 • • �n.i41t. 7— _ _ • E:isurg Employee Dwy s Proposed Customer' Employee Dwy Figure 2. Conceptual Plan Proposed Truok Dwy As shown in Figure 2. access to the proposed site will be provided via three (3) full -access driveways connecting to Yardmaster Court: one (1) proposed truck driveway, one (1) proposed customer/employee driveway, and one (1) existing employee driveway. To provide a conservative analysis of the driveway operations for the site, the access to the proposed site will be evaluated as one site driveway connecting to Yardmaster Court. Scope of Work The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines. In accordance with VDOT requirements, the following items were analyzed in this report: • Trip generation calculations for the proposed development • Traffic assignment (trip distribution) for the proposed development • Capacity and queuing analyses For the purposes of this analysis, it is anticipated that the proposed development will be constructed and fully operational by the year 2023. Therefore, the following scenarios were evaluated as part of this study: Study Periods • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) 2 • • Intersections Evaluated • Martinsburg Pike and Yardmaster Court/Private Driveway (US 11) (Unsignalized) • Yardmaster Court and Proposed Site Driveway (Unsignalized) Programmed Improvements • It is Bowman's understanding that there are no proposed roadway improvements within the Project vicinity. Background Growth Rate • Historical traffic volumes along Martinsburg Pike published by VDOT for the previous five (5) years indicate that there has been a decrease in background traffic from 7,800 daily vehicles in 2015 to 7,600 daily vehicles in 2019. • Therefore, in order to provide a conservative amount of background traffic growth, a background growth rate of 2.0% per year will be used in the study. Existing Roadway Network • Mortinsbura Pike (US 71) within the identified study area is a two-lane undivided roadway with auxiliary turning lanes, listed as a Major Collector on VDOT's Functional Classification Map. It has a north -south alignment with a posted speed limit of 45 mph. • Yardmaster Court within the identified study area is a two-lane undivided roadway with an auxiliary right turn lane, listed as a Local Road on VDOT's Functional Classification Map. It has an east -west alignment with a statutory speed limit of 25 mph. Existing Intersection Configuration Intersection of Martinsburg Pike and Yardmaster Court/Private Driveway This intersection is currently a four -legged unsignalized intersection where Yardmaster Court/Private Driveway has an east -west alignment and Martinsburg Pike has a north -south alignment as shown on Figure 3. 3 0 • • Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection The eastbound approach consists of one shared left turn/through lane and one exclusive right turn lane. The westbound approach consists of one shared left turn/through/right turn lane. The northbound approach consists of one exclusive left turn lane and one shared through/right turn lane. The southbound approach consists of one exclusive left turn lane, one through lane, and one is exclusive right turn lane. • Data Collection Turning Movement Counts Turning movement counts were collected at the Martinsburg Pike and Yardmaster Court/Private Driveway intersection during the morning (7:00 AM - 9:00 AM) and evening (4:00 PM - 6:00 PM) peak periods. The turning movement counts were collected on Wednesday, March 23", 2022. The roadway network AM peak hour was determined to be from 8:00 AM - 9:00 AM, and the PM peak hour was determined to be from 4:15 PM - 5:15 PM. A copy of the turning movement counts is included in Appendix B. Programmed Improvements It is Bowman's understanding that there are no proposed roadway improvements within the project vicinity. 4 0 0 • Traffic Forecast and Background Traffic For the purposes of this analysis, it is anticipated that the 84 Lumber Truss Plant Development will be constructed and fully operational by the year 2023. The following scenarios were evaluated as part of this study: • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) The 2022 Existing Peak Hour Traffic Volumes are depicted on Exhibit 1 in Appendix C. As previously mentioned, a background growth rate factor of 2.0% per year was applied to the traffic counts to grow the existing volumes to Future Conditions. This growth rate factor was applied to project the 2022 Existing Traffic Volumes one (1) year to develop the 2023 No Build Peak Hour Traffic Volumes, which are depicted on Exhibit 2 in Appendix C. Proposed Development The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed • development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. • Trip Generation and Trip Distribution The Institute of Transportation Engineers (ITE) Trip Generation Manua(, 11"' Edition was used to determine the number of trips generated by the proposed land use. Table 1 displays the trip generation for the proposed development. Tnkich 1 c itp Trin ranpratinn Development"' Land Use Site Units Weekday AM Peak Hour Weekday PM Peak Hour Average Weekday In Out Total In Out Total In 1 Out Total Building Materials and Lumber Store 812 31,750 S.F. 31 19 50 32 39 71 270 271 5-11 Small Office Buildings 712 2,000 S.F 2 1 3 1 3 4 1.1 15 29 Total 33 20 53 33 42 75 284 296 570 M ao; as an rra'MP ro r, J/ F—, C=r:anon F,q, ry rn r,.p G . . crro 11rn Fcr— As shown in Table 1, the proposed 84 Lumber Truss Plant Development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. 5 • 0 • These traffic volumes were then distributed to the roadway network in accordance with a site traffic distribution pattern developed from the 2022 traffic counts. The site trip distribution is depicted on Exhibit 3 in Appendix C, and the site -generated trips are depicted on Exhibit 4 in Appendix C. The projected site trips were then added to the 2023 No Build Traffic Volumes to create the 2023 Build Peak Hour Traffic Volumes, which are depicted on Exhibit 5 in Appendix C. Capacity Analysis The study intersections were analyzed for each scenario using the 61h Edition of the Highway Capacity Manual (HCM) methodologies using the computer software package Synchro 10 with SimTraffic. The analysis uses capacity, Level of Service (LOS), control delay, and queuing as the criteria for the performance of the intersections. The analysis models were developed per the standards and requirements included in VDOT's Traffic Operations and Safety Analysis Manual (TOSAM) — Version 2.0. Capacity, as defined by the HCM, is a measure of the maximum number of vehicles in an hour that can travel through an intersection or section of roadway under typical conditions. Level of • Service (LOS) is a marker of the driving conditions and perception of drivers while traveling during the given time period. LOS ranges from LOS "A", which represents free -flow conditions, to LOS "F", which represents breakdown conditions. Table 2 shows the LOS for intersections as defined by the HCM. Tahie 2. HCM I evel of Service Criteria Unsignalixed Intersections Level of Service Average control Delay (sec/veh) A 510 B >10-IS c >15.25 D >25-35 E >35-50 F >_50 Control delay is a measure of the total amount of delay experienced by an individual vehicle and includes delay related to deceleration, queue delay, stopped delay, and acceleration. Table 2 shows the amount of control delay (in seconds per vehicle) that corresponds to the LOS for signalized and unsignalized intersections. The reported queues, or linear distance of delayed vehicles, for the intersections in this study are the 951h percentile queues reported by SimTraffic after 10 runs of 60 minutes each with a 15- • minute seeding time. They are reported to ensure that the storage lengths of lanes at 0 0 0 intersections are of adequate length and that queued vehicles will not interfere with free flow vehicles or adjacent intersections. Capacity analyses were completed for the following scenarios during the morning and evening peak hours: • Existing Conditions (2022) • Future Conditions (2023) without the proposed development (No Build) • Future Conditions (2023) with the proposed development (Build) Capacity Analysis of Existing Conditions (Year 2022) A capacity analysis under the Existing Year 2022 Conditions was conducted for the study intersection previously described in this report. The Existing Conditions capacity analysis results are included in Appendix D. Intersection of Martinsburg Pike (US 7 7) and Yardmaster Court/Privote Driveway Based on the results of the capacity analysis under Existing Conditions, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway currently operates at an acceptable overall level of service "A" during both the morning and evening peak hours. All turning movements and approaches currently operate at a LOS C or better during both the morning and evening peak hours. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 3. Table 3. 2022 Existing Conditions Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Privatin n%Ary WTERSEC T1ON AM Peak Hour PM Peak Hour Conditions Conditions CELAY(S) LOS Maxxnum Qreuo (1q DELAYS) LOS Maxinurn (kreue (h)' kdAi: Matti sbury Pike and YatdtnasterCourtiRlwAoDwy (2022Existkry Conditions) Approach Movement Storage (ft► E13 LT 535 176 C 62 181 C 32 R 290 115 a 59 101 6 53 Approach - 151 C - 123 a -- 4t13 Approach 192 C 48 217 C 24 18 L 90 9 1 A 42 8 1 A 20 TR 280 00 A 0 --- 00 A 0 Approach -- 0 5 — A -- 02 A -- L 175 00 A 0 00 A 0 T -1000 0 0 A 0 00 A 0 R 275 00 A 0 00 A 0 Approach -- 0 0 A -- 00 A OVERALL 1.0 A 1 0.9 A • 'Extracted frorn Sim Traffic simulation software 7 • Capacity Analysis Comparison — No Build vs. Build Conditions (Year 2023) Capacity analyses were conducted for the No Build and Build Conditions for the proposed year 2023. The primary purpose for this approach was to compare the results in order to identify areas impacted by the proposed development. The capacity analysis results are included in Appendices E and F. Intersection of Martinsburg Pike (US 17) and Yardmaster Court/Private Driveway Morning Peak Hour Based on the results of the capacity analysis during the morning peak hour, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable overall level of service "A" during both the No Build and Build Conditions, with an increase in delay of 0.6 seconds. There are no projected changes in levels of service from No Build to Build Conditions. The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate at a LOS A during both the No Build and Build Conditions. The side -street (Yardmaster Court) turning movements and approaches are all projected to operate at a LOS C or better during both • the No Build and Build Conditions. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 4. Table 4. 2023 AM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Private Dw INTERSECTION AM Peak (No Build) AM Peak (Build) Conditions Conditions DELAYS) LOS Maxxnunr (kteue (It)' DELAYS) LOS Maxknum Queue (it)' ku en ect ion11: Mortktsbur{TPikeand Yardmaster CourWr'rwate Dwy (2023 No f3u:d Conditions VS. 2023 BulI Cond6ons) Approach Movement StaraZe Ift) EH LT 535 163 C 62 177 C 69 R 290 112 B 52 113 B 61 Approach 14 2 B 1,17 B 111.6 Approach — 178 C JS 1 194 C 47 I13 L 90 90 A 13 91 A 66 TR 280 00 A 0 00 A 12 Approach -- 0 4 A 1 0 A L 175 00 A 0 00 A 0 T +1.000 00 A 0 00 A 8 R 275 00 A 0 00 A 0 Approach — 0 0 A 00 A WERALL 0.9 A 1.5 A 'Extracted from SimTraffic simulation software • i 0 U • Evening Peak Hour • Based on the results of the capacity analysis during the evening peak hour, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable overall level of service "A" during both the No Build and Build Conditions, with an increase in delay of 0.7 seconds. There are no projected changes to levels of service from No Build to Build Conditions. The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate at a LOS A during both the No Build and Build Conditions. The side -street (Yardmaster Court/Private Driveway) turning movements and approaches are all projected to operate at a LOS C or better during both the No Build and Build Conditions. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table S. Table 5. 2023 PM Peak Hour Capacity Analysis — Martinsburg Pike and Yardmaster Court/ Privatp nwv KI ERSECT" PM Ptak (No Build) PM Ptak (Build) Conditions Conditions DELAYS) LOS Maxxnum Oueue (It)' DELAYS) LOS Maxinum Oueue (tq' intptiedion /1: Mortinsburg Pike and Yardman ter CourtiPri+ate Dwy (2023 No Wild Conditions vs.2023 Build Conditions) Approach Movement storage (ft) EB LT 535 185 C 32 209 C 51 R 290 102 B 53 104 B 61 Approach - 125 B -- 141 B -- S'19 Approach -• 22 1 C 24 24 9 C 15 19 L 90 8 t A 22 8 2 A 36 TR 280 00 A 0 00 A 0 Approach - 02 A -- 04 A -- L 175 00 A 0 00 A 0 T r1,000 00 A 0 00 A 0 R 275 00 A 0 00 A 0 Approach -• 0 0 A -- 00 A OVERALL 0.9 A - 1.6 A 'Extracted from SimTraffic simulation software Intersection of Yardmaster Court and Proposed Site Driveway Morning Peak Hour Based on the results of the capacity analysis during the morning peak hour, the southbound approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to operate at a LOS A under Build Conditions. All other movements are free -flowing, and therefore do not produce delay. • The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 6. T-kit- ti 7M2 AKA DanL Ifni it ('annrity Analvcic — YarrlmattPr Cntirt and Site Dwv --- �- - - — --- - - — AM Peak (No Build) AM Peak (Build) Conditions Conditions NIT ERSEC TION DELAYS) LOS Maximum Queue (ft)' DELAYS) LOS Maxxnum Oueue (fq' Inters ion_>� Approach Movement Stora a ft Yardinster Court and Site Dwy (2023 No Build Conditions S6 Approach 90 A 33 vs. 2023 Build C(odtions) 'Extracted from SimTraffic simulation software Evening Peak Hour Based on the results of the capacity analysis during the evening peak hour, the southbound approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to operate at a LOS A under Build Conditions. All other movements are free -flowing, and therefore do not produce delay. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 7. • T_1,1_ 7 )nOQ DfAA DonL I-Tnr it rnnnrifir Analvcic - Varr(mactPr C-nurt and Site Dwv • l PM Peak (No Build) PM Peak (Build) Conditions Conditions INTERSECTION OELAY(5) LOS Maxinur° (k1000 (ft)' CfLA S) LOS Maxhnrm QICnC (fl)' 1CtCfiCLIi0t1R: Approach M''lovement Stora eft Yardrnm ter Court and Site Dwy (2023 No Build Conditions Sg Approach 92 A 55 vs. 2023 Wild Conditions) 'Extracted from SimTraffic simulation software As previously discussed and to provide a conservative analysis of the driveway operations for the site, the access to the proposed site was evaluated as one site driveway connecting to Yardmaster Court. The capacity analysis results above indicate that the proposed driveway approach analyzed is projected to operate at an acceptable LOS A during both the morning and evening peak hours. Therefore, because the traffic anlayzed at this location would be divided among the three (3) proposed site driveways, it is anticipated that the 3 driveways will also operate at a LOS A during both the morning and evening peak hours. 10 • • Summary The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. To evaluate the traffic operations with the proposed development in place, capacity analyses were completed at the two (2) study intersections included in this report. The purpose for this analysis was to compare the results of the No Build and Build Conditions to identify areas impacted by the proposed development. The results of the capacity analysis indicate that there are no projected changes to levels of service at the study intersections from No Build to Build Conditions. Conclusion Based on the results of the analysis contained in this report, the addition of the site traffic • associated with the proposed development is not expected to adversely impact the operations of the existing roadway network. • 11 BoM swU LmI' Iailln 0" Appendix A Conceptual Plan 0 0 0 P96KItlfi: SITE INiORY�TION ® REVISIONS TRUSS PIriNT EXPANSION IP ECi iN O Un I N SGLE: 1'-60'-0 JOB NO. W-17B1-01 PROPOSED LEE/UTxJrY PUN B1 LUMBER ARO.WsTER COURr sTORE xo. "a, SHEET N0. cOZ 1019 ROUTE 519 WNIY fOUR, . 15 FREDER/CK COUNTY oE'N m- BY: LS —E: 1I 22 21 (724) 22B-SBSB UfNCHEsfER, VA Bowman • t; i> i\! 5 U !. 'i I i l G Appendix B • Turning Movement Counts • • is • • Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: 15746201 CITY/STATE: Frederick, VA DATE: Wed, Mar 23 2022 353 250 Peak -Hour: 8:00 AM -- 9:00 AM 113 116 1 + + 5 348 0 5 Peak 15-Min: 8:45 AM -- 9:00 AM + + 20 112 0 + �. J • �. 21 • 8 J t 0 • 5 38.1 ♦ 25 ! t 0 ♦ 20 8 ♦ Q79 • 3 375 ♦ ., • 0 27 ♦ 11 1 f 2 ♦ 9 a: 333 ♦ 36A 1 P 50 ♦ 333 13 242 1 7' 538 112 0 361 256 / Counts Q V aL i } `y Co V n `} S 12.2 133 DATA THAT 0RfVE5CCAAMUWTAES Jl� ® J 0 0 0 L �.� a , to o I o �� I o o 0 l r 0 a 0 0F_ N/A L L N/A ♦ •• • N/A ® tN" N/A •<4> • N/A ♦ l f ♦ F1 C N/A I � , N/A r + • 15-Min Count Period Martinsburg Pike Northbound Martinsburg Pike Southbound Yardmaster Ct/Private Dwy Eastbound Yardmaster Ct/Private Dwy Westbound Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 7:15 AM 6 55 0 1 49 0 0 0 0 0 70 5 0 87 2 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 136 143 7:30 AM 7:45 AM 4 53 1 2 72 0 0 0 0 0 88 4 0 89 1 0 1 2 0 1 2 2 0 0 0 0 1 0 0 1 0 0 153 171 603 8:00 AM 8:15 AM 5 57 0 2 53 0 0 0 0 0 68 0 0 76 1 0 3 4 4 1 2 1 0 0 0 0 1 0 0 2 0 0 139 141 606 604 8:30 AM 8:45 AM 3 52 1 3 80 0 0 0 0 0 94 0 0 110 4 0 0 1 2 6 0 3 0 0 0 2 0 0 0 0 0 0 158 203 609 1 641 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles Heavy Trucks 12 320 0 8 32 0 0 0 0 440 16 0 64 4 4 0 0 12 0 4 0 8 4 0 0 0 0 0 812 116 Buses Pedestrians 0 0 0 0 0 Bicycles Scooters 0 0 0 0 0 0 0 0 0 0 0 0 0 Comments: Report generated on 3/28/2022 3:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 • • • 0 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: 15746202 CITY/STATE: Frederick, VA DATE: Wed, Mar 23 2022 291 sal Peak -Hour: 4:15 PM -- 5:15 PM 24 3 + + s za6 0 5 + � Peak 15-Min: 4:30 PM -- 4:45 PM + + 20 u 0 0 ♦ � 16 ♦ 15 1 t 0♦ 1 O r � ♦ 0 1 188 • 0 J O r t 00 0 `.: ♦ 0 54 • 39 , C 1 ♦ 0 1 , P ll 526 0 3.7 ♦ 5.1, -1, 0 ♦ 0 f r' 18.2 3 0 326 537 } QuaLi `y Counts 25 3.4 DATA THAT O WES COMMUN1T1E5 J1� ®+� -10 0 0 L a, t0 0 0 0 • ♦ 0 , 0 �- 0 , C 0 , , o 0 0 N`A t N/A t L N/A r -. ♦ N/A N/A ♦<4> ♦ N/A — - N/A � 1 � , N/A + + 15-Min Count Period Martinsburg Pike Northbound Martinsburg Pike Southbound Yardmaster Ct/Private Dwy Eastbound Yardmaster Ct/Private Westbound Dwy Total Hourly Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 4:15 PM 4 134 0 0 7 135 0 0 0 73 4 0 0 66 2 0 1 0 0 5 0 0 4 0 0 0 0 0 0 0 0 0 221 214 4:30 PM 1 127 0 0 0 73 2 0 10 0 23 0 0 0 0 0 236 4:45 PM 1 132 0 0 0 64 0 0 0 0 1 0 0 0 0 0 198 869 5:00 PM 2 132 0 0 0 83 1 0 5 0 11 0 1 0 0 0 235 883 S:15 PM 0 97 0 0 0 62 0 0 3 0 8 0 2 0 0 0 172 841 S:30 PM 5:45 PM 0 118 0 0 1 78 0 0 0 79 3 0 0 63 2 0 3 0 0 10 0 0 6 0 0 0 0 0 0 0 0 0 213 150 818 1 770 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right u Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles Heavy Trucks 4 508 0 0 4 16 0 0 292 8 0 0 8 0 40 0 0 92 0 0 4 0 0 0 0 0 0 0 944 32 Buses Pedestrians Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/28/2022 3:27 PM C N SU LT Ii\jrBowman Appendix C Traffic Volume and Traffic Distribution Exhibits d Y CL M 3 a R (5) (286) (0) '- 0 (0) 5 348 0 F— 3 (0) tJ y Lj 2 (1) Private Dvvy Yardmaster Court (15) 8 T (0) 8 13 242 1 (39) 11 7� (11) (526) (0) d Y 'a c 1h� , 1' NOT TO SCALE Legend 2022 Existing EXHIBIT 123 - AM Peak Hour Traffic Volumes Bowman Peak Hour Traffic Volumes 1 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROTECT NO Frederick County, VA 130155-01-003 a Y a m N C t4 (5) (292) (0) 4-' 0 (0) 5 355 0 F 3 (0) EJ l L> 2 (1) Private Dywy Yardmaster Court (15) 8 T (0) 8 13 247 1 (39) 11 (11) (537) (0) lv Y a rn L N c� C 1 NOT TO SCALE Legend 2023 No Build EXHIBIT 123 - AM Peak Hour Traffic Volumes Bovvman Peak Hour Traffic Volumes 2 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROJECT NO Frederick County, VA 130155.01-003 0 0 • • • a Y 'a m L 7 Vf C ST S A d N (100%) 'L` 100% 45% E— tj L> L> 'F Private Dwy Yardmaster Court (45%) <1T -> 55% (55%) 7. v Y 'a rn c N NOT TO SCALE Legend EXHIBIT Trip Distribution 123 - AM Peak Hour Traffic Volumes Bowman 3 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROTECT NO Frederick County, VA 130155-01-003 • • 0 0 0 v Y 'a rn c 3 R o g a (42) V1 (15) L 20 4—' 33 (33) 15 F <j L> E— 4 y I> Private Dwy Al Yardmaster Court (19) 9 T > —> 18 (23) 11 7� (18) d Y 'a rn .a c .t �I N NOT TO SCALE Legend EXHIBIT Site Trips 123 - AM Peak Hour Traffic Volumes Bo EC (123) - PM Peak Hour Traffic Volumes an 84 Lumber Truss Plant TIA PROJECT NO Frederick County, VA 130155-01-003 • • • . • v Y 'a rn c 3 R o � a i+ (0) (42) (20) (292) (0) 4—, 0 (0) 0 20 33 (33) 20 355 0 <— 3 (0) 4 Lj E— 21 (16) 4 + I> 2 (1) Private Dwy (0) 0 Yardmaster Court (34) 17 5 t T (54) 27 (0) 8 —> 31 247 1 (62) 22 7� (29) (537) (0) v 'a rn c F N NOT TO SCALE Legend 2023 Build EXHIBIT 123 - AM Peak Hour Traffic Volumes Bowman Peak Hour Traffic Volumes 5(123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA PROJECT No Frederick County, VA 130155-01-003 0 9 • Bowman 0 t: O M S U i "f I N G Appendix D Existing (2022) Capacity Analysis 0 0 � 0 • Lanes, Volumes, Timings 2022 Existing AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBk Lane Configurations +' r +T+ T T r Traffic Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5 Future Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 733 347 793 874 Travel Time (s) 20.0 9.5 12.0 13.2 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 • 2022 Existing AM Synchro 10 Report MJY Page 1 • • HCM 6th TWSC 2022 Existing AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 Intersection Int Delay, s/veh Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r + T t Traffic Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5 Future Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None - None - None Storage Length 290 90 175 275 Veh in Median Storage, # 0 - 0 - 0 - 0 - Grade, % -2 - 2 - 1 - -1 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 10 10 14 3 4 0 16 306 1 0 441 6 Major/Minor Minor2 Minorl Majorl Major2 i Conflicting Flow All 782 780 441 795 786 307 447 0 0 307 0 0 Stage 441 441 - 339 339 - - - - - - - Stage 2 341 339 - 456 447 - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 4.1 Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - • Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 _ 2.2 Pot Cap-1 Maneuver 311 314 564 233 299 725 886 1265 Stage 581 546 - 565 620 - - - Stage 2 653 603 - 477 549 - - - Platoon blocked, % Mov Cap-1 Maneuver 304 308 564 219 294 725 886 1265 Mov Cap-2 Maneuver 304 308 - 219 294 - - - Stage 1 571 546 555 609 Stage 2 637 592 457 549 Approach EB WB NB SB HCM Control Delay, s 15.1 19.2 0.5 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 886 306 564 259 1265 HCM Lane V/C Ratio 0.019 0.066 0.025 0.024 - HCM Control Delay (s) 9.1 17.6 11.5 19.2 0 HCM Lane LOS A C B C A HCM 95th %tile Q(veh) 0.1 0.2 0.1 0.1 0 . 2022 Existing AM Synchro 10 Report MJY Page 2 9 • SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 • Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 672 621 653 657 583 612 616 Vehs Exited 676 623 647 655 586 616 616 Starting Vehs 5 6 5 5 7 9 5 Ending Vehs 1 4 11 7 4 5 5 Travel Distance (mi) 210 194 203 204 182 192 192 Travel Time (hr) 5.4 4.8 5.1 5.1 4.5 4.8 4.7 Total Delay (hr) 0.4 0.3 0.3 0.3 0.3 0.3 0.2 Total Stops 47 35 34 41 35 36 32 Fuel Used (gal) 6.2 5.6 6.1 5.9 5.2 5.7 5.6 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 661 645 633 637 Vehs Exited 665 647 633 636 Starting Vehs 7 6 3 5 Ending Vehs 3 4 3 5 Travel Distance (mi) 207 201 198 198 Travel Time (hr) 5.2 5.0 5.0 5.0 Total Delay (hr) 0.3 0.3 0.3 0.3 Total Stops 43 35 37 39 Fuel Used (gal) 6.0 5.8 5.8 5.8 Interval #0 Information Seeding Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. is 2022 Existing AM SimTraffic Report MJY Page 1 0 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 • Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 150 141 133 147 139 146 119 Vehs Exited 148 138 132 147 143 152 123 Starting Vehs 5 6 5 5 7 9 5 Ending Vehs 7 9 6 5 3 3 1 Travel Distance (mi) 46 43 41 45 44 47 38 Travel Time (hr) 1.2 1.1 1.0 1.2 1.1 1.2 0.9 Total Delay (hr) 0.1 0.0 0.1 0.1 0.1 0.1 0.0 Total Stops 11 4 10 14 8 9 7 Fuel Used (gal) 1.4 1.2 1.3 1.3 1.2 1.4 1.1 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 165 140 153 144 Vehs Exited 167 141 149 144 • Starting Vehs 7 6 3 5 Ending Vehs 5 5 7 5 Travel Distance (mi) 52 43 47 45 Travel Time (hr) 1.3 1.1 1.2 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 9 10 8 10 Fuel Used (gal) 1.5 1.3 1.4 1.3 • 2022 Existing AM MJY SimTraffic Report Page 2 • 0 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 • Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 214 186 200 197 183 220 200 Vehs Exited 215 188 201 197 184 212 196 Starting Vehs 7 9 6 5 3 3 1 Ending Vehs 6 7 5 5 2 11 5 Travel Distance (mi) 68 58 63 61 58 68 62 Travel Time (hr) 1.8 1.5 1.6 1.6 1.4 1.7 1.5 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 17 12 6 15 5 10 13 Fuel Used (gal) 2.0 1.7 1.9 1.8 1.6 2.0 1.8 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited • Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) • 2022 Existing AM MJY 7 8 9 Avg 218 203 194 203 214 201 197 200 5 5 7 5 9 7 4 5 67 62 61 63 1.7 1.6 1.6 1.6 0.1 0.1 0.1 0.1 17 11 16 14 2.0 1.8 1.8 1.9 SimTraffic Report Page 3 • SimTraffic Simulation Summary • Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited • Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) • 2022 Existing AM MJY �9 2022 Existing AM 04/18/2022 1 10 2 3 4 5 6 142 139 148 152 130 112 140 146 138 150 152 125 123 141 6 7 5 5 2 11 5 2 8 3 5 7 0 4 45 43 46 48 40 36 44 1.1 1.1 1.1 1.2 1.0 0.9 1.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 11 10 5 4 10 7 5 1.4 1.3 1.3 1.3 1.2 1.1 1.3 7 8 9 Avg 136 153 128 138 140 159 129 141 9 7 4 5 5 1 3 4 43 49 40 43 1.1 1.2 1.0 1.1 0.1 0.1 0.0 0.1 6 6 5 7 1.2 1.4 1.1 1.3 SimTraffic Report Page 4 • • SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 • Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 166 155 172 161 131 134 157 Vehs Exited 167 159 164 159 134 129 156 Starting Vehs 2 8 3 5 7 0 4 Ending Vehs 1 4 11 7 4 5 5 Travel Distance (mi) 52 49 53 50 41 41 49 Travel Time (hr) 1.3 1.2 1.4 1.2 1.0 1.0 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 Total Stops 8 9 13 8 12 10 7 Fuel Used (gal) 1.5 1.4 1.6 1.4 1.2 1.2 1.4 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 142 149 158 152 Vehs Exited 144 146 158 150 • Starting Vehs 5 1 3 4 Ending Vehs 3 4 3 5 Travel Distance (mi) 45 46 50 48 Travel Time (hr) 1.1 1.1 1.2 1.2 Total Delay (hr) 0.0 0.0 0.1 0.1 Total Stops 11 8 8 8 Fuel Used (gal) 1.3 1.3 1.5 1.4 • 2022 Existing AM SimTraffic Report MJY Page 5 • • Queuing and Blocking Report 2022 Existing AM 04/18/2022 • Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 62 59 48 42 Average Queue (ft) 15 11 6 4 95th Queue (ft) 47 40 31 23 Link Distance (ft) 687 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, 0 • • 2022 Existing AM SimTraffic Report MJY Page 6 0 • K-1 Lanes, Volumes, Timings 2022 Existing PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 -* --* '~ ',- t `� 1 .I -• f- Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r +T+ T T r Traffic Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5 Future Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 810 347 793 874 Travel Time (s) 22.1 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min) 15 2022 Existing PM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2022 Existing PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 • Intersection Int Delay, s/veh Movement 0.9 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r 4+ '� T T r Traffic Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5 Future Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None - None - - None Storage Length 290 90 175 - 275 Veh in Median Storage, # 0 - 0 - 0 - 0 - Grade, % -2 - - 2 - 1 - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 16 0 41 1 0 0 12 560 0 0 304 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 888 888 304 911 893 560 309 0 0 560 0 0 Stage 1 304 304 - 584 584 - - - - - - - Stage 2 584 584 - 327 309 - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 4.1 Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - • Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 2.2 Pot Cap-1 Maneuver 292 314 741 232 256 515 1166 1021 Stage 1 730 689 - 470 470 - - - Stage 2 531 535 - 665 641 - - - - Platoon blocked, % Mov Cap-1 Maneuver 290 311 741 217 253 515 1166 1021 - Mov Cap-2 Maneuver 290 311 - 217 253 - - - Stage 1 723 689 465 465 - - Stage 2 526 530 628 641 - Approach EB WB NB SIB HCM Control Delay, s 12.3 21.7 0.2 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1166 290 741 217 1021 HCM Lane V/C Ratio 0.01 0.055 0.056 0.005 - HCM Control Delay (s) 8.1 - 18.1 10.1 21.7 0 HCM Lane LOS A C B C A HCM 95th %tile Q(veh) 0 0.2 0.2 0 0 2022 Existing PM Synchro 10 Report MJY Page 2 • SimTraffic Simulation Summary • Summary of All Intervals Run Number Start Time End Time Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Summary of All Intervals Run Number Start Time End Time Total Time (min) Time Recorded (min) • # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #0 Information Seedi Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. • 2022 Existing PM 04/1812022 1 10 2 3 4 5 6 4:00 4:00 4:00 4:00 4:00 4:00 4:00 5:15 5:15 5:15 5:15 5:15 5:15 5:15 75 75 75 75 75 75 75 60 60 60 60 60 60 60 5 5 5 5 5 5 5 4 4 4 4 4 4 4 908 822 891 882 892 900 851 903 826 893 889 889 907 852 5 7 9 9 8 12 7 10 3 7 2 11 5 6 285 260 281 279 281 285 269 7.2 6.6 7.1 7.0 7.1 7.2 6.7 0.5 0.4 0.5 0.5 0.5 0.5 0.4 61 60 60 56 54 63 45 8.4 7.5 8.1 8.0 8.0 8.3 7.7 7 8 9 Avg 4:00 4:00 4:00 4:00 5:15 5:15 5:15 5:15 75 75 75 75 60 60 60 60 5 5 5 5 4 4 4 4 831 897 905 878 832 900 903 880 7 10 3 7 6 7 5 6 262 283 285 277 6.6 7.1 7.2 7.0 0.4 0.5 0.5 0.5 47 59 55 55 7.5 8.3 8.1 8.0 • 2022 Existing PM SimTraffic Report MJY Page 1 • SimTraffic Simulation Summary • Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 • 2022 Existing PM 04/18/2022 10 2 3 4 5 6 Vehs Entered 227 193 221 232 196 191 189 Vehs Exited 228 195 222 232 199 195 188 Starting Vehs 5 7 9 9 8 12 7 Ending Vehs 4 5 8 9 5 8 8 Travel Distance (mi) 71 61 70 72 62 61 60 Travel Time (hr) 1.8 1.6 1.7 1.8 1.5 1.6 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 12 15 14 17 13 14 14 Fuel Used (gal) 2.0 1.7 2.0 2.1 1.8 1.8 1.7 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 206 221 214 210 Vehs Exited 208 221 210 210 isStarting Vehs 7 10 3 7 Ending Vehs 5 10 7 7 Travel Distance (mi) 66 69 67 66 Travel Time (hr) 1.6 1.8 1.7 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 15 11 13 Fuel Used (gal) 1.9 2.0 1.8 1.9 • 2022 Existing PM SimTraffic Report MJY Page 2 �J • 0 0 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 258 205 222 223 240 277 250 Vehs Exited 258 205 221 226 242 275 246 Starting Vehs 4 5 8 9 5 8 8 Ending Vehs 4 5 9 6 3 10 12 Travel Distance (mi) 81 65 70 71 76 87 79 Travel Time (hr) 2.0 1.6 1.8 1.8 1.9 2.3 2.0 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 15 13 21 13 13 24 15 Fuel Used (gal) 2.4 1.9 2.1 2.0 2.1 2.6 2.3 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 245 227 240 239 Vehs Exited 239 230 240 239 Starting Vehs 5 10 7 7 Ending Vehs 11 7 7 7 Travel Distance (mi) 76 72 75 75 Travel Time (hr) 1.9 1.8 1.9 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 15 14 16 16 Fuel Used (gal) 2.2 2.1 2.1 2.2 • 2022 Existing PM SimTraffic Report MJY Page 3 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 • Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 217 196 218 224 226 211 207 Vehs Exited 216 196 220 224 219 215 210 Starting Vehs 4 5 9 6 3 10 12 Ending Vehs 5 5 7 6 10 6 9 Travel Distance (mi) 69 62 70 71 70 67 65 Travel Time (hr) 1.7 1.6 1.8 1.7 1.7 1.6 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 15 15 14 13 9 12 10 Fuel Used (gal) 2.0 1.8 2.0 2.1 2.0 1.9 1.9 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 190 191 228 212 Vehs Exited 197 192 227 212 • Starting Vehs 11 7 7 7 Ending Vehs 4 6 8 7 Travel Distance (mi) 61 61 72 67 Travel Time (hr) 1.5 1.5 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 6 14 15 12 Fuel Used (gal) 1.7 1.8 2.1 1.9 • 2022 Existing PM SimTraffic Report MJY Page 4 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 • Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 206 228 230 203 230 221 205 Vehs Exited 201 230 230 207 229 222 208 Starting Vehs 5 5 7 6 10 6 9 Ending Vehs 10 3 7 2 11 5 6 Travel Distance (mi) 64 72 72 64 72 69 65 Travel Time (hr) 1.6 1.8 1.8 1.6 1.9 1.7 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 19 17 11 13 19 13 6 Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.8 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 190 258 223 220 Vehs Exited 188 257 226 220 • Starting Vehs 4 6 8 7 Ending Vehs 6 7 5 6 Travel Distance (mi) 59 81 71 69 Travel Time (hr) 1.5 2.0 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 14 16 13 14 Fuel Used (gal) 1.7 2.4 2.1 2.0 • 2022 Existing PM SimTraffic Report MJY Page 5 0 0 Queuing and Blocking Report 2022 Existing PM 04/18/2022 is Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 32 53 24 20 Average Queue (ft) 10 19 1 2 95th Queue (ft) 31 43 10 12 Link Distance (ft) 764 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penally (veh) Network Summary Network wide Queuing Penalty: 0 • • 2022 Existing PM SimTraffic Report MJY Page 6 Bowman Is <., 0 M S U i_ ( I M G Appendix E 40 No Build (2023) Capacity Analysis 0 Lanes, Volumes, Timings 1: Martinsburg Pike & Yardmaster Ct/Private Dwy • --* -§• --,* it "`_' Lane Group EBL EBT EBR WBL WBT *-- WBR '` \ NBL T NBT 1* NBR 2023 No Build AM 04/18/2022 �+ : *1 SBL SBT SBR Lane Configurations +T r +T+ T Vi t r Traffic Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5 Future Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 898 347 793 874 Travel Time (s) 24.5 9.5 12.0 13.2 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35,4% ICU Level of Service A Analysis Period (min) 15 • • 2023 No Build AM Synchro 10 Report MJY Page 1 • 0 HCM 6th TWSC 2023 No Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 • Intersection Int Delay, s/veh Movement 0.9 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T T r Traffic Vol, vehlh 8 8 11 2 3 0 13 247 1 0 355 5 Future Vol, veh/h 8 8 11 2 3 0 13 247 1 0 355 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None None - None - None Storage Length - - 290 90 - 175 275 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - -2 - 2 - 1 - -1 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 9 9 13 2 3 0 15 281 1 0 403 6 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 716 715 403 729 721 282 409 0 0 282 0 0 Stage 403 403 - 312 312 - - - - - - - Stage 2 313 312 - 417 409 - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 4.1 Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - • Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 2.2 Pot Cap-1 Maneuver 343 342 593 262 328 750 918 1292 Stage 1 607 567 - 587 639 - - - Stage 2 674 619 - 505 573 - - - Platoon blocked, % Mov Cap-1 Maneuver 336 337 593 248 323 750 918 1292 - Mov Cap-2 Maneuver 336 337 - 248 323 - - - Stage 1 597 567 578 629 Stage 2 659 609 486 573 Approach EB WB NB SB HCM Control Delay, s 14.2 17.8 0.4 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLnl SBL SBT SBR Capacity (vehlh) 918 336 593 288 1292 HCM Lane V/C Ratio 0.016 0.054 0.021 0.02 - HCM Control Delay (s) 9 16.3 11.2 17.8 0 - HCM Lane LOS A C B C A HCM 95th %tile Q(veh) 0 0.2 0.1 0.1 0 • 2023 No Build AM Synchro 10 Report MJY Page 2 • SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 is Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 688 653 673 666 587 623 631 Vehs Exited 688 656 668 664 589 627 631 Starting Vehs 5 7 5 5 7 9 5 Ending Vehs 5 4 10 7 5 5 5 Travel Distance (mi) 216 206 211 209 184 197 198 Travel Time (hr) 5.5 5.2 5.3 5.2 4.6 5.0 4.9 Total Delay (hr) 0.4 0.3 0.3 0.3 0.2 0.3 0.2 Total Stops 51 32 41 38 34 38 28 Fuel Used (gal) 6.4 6.0 6.2 6.0 5.3 5.8 5.7 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 • # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 655 670 640 648 Vehs Exited 659 669 638 649 Starting Vehs 7 6 3 5 Ending Vehs 3 7 5 5 Travel Distance (mi) 207 210 201 204 Travel Time (hr) 5.1 5.2 5.1 5.1 Total Delay (hr) 0.3 0.3 0.3 0.3 Total Stops 35 40 32 36 Fuel Used (gal) 6.0 6.1 5.8 5.9 Interval #0 Information Seeding Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. • 2023 No Build AM SimTraffic Report MJY Page 1 0 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 • Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 fi Vehs Entered 166 145 149 163 143 151 138 Vehs Exited 163 144 144 162 147 156 140 Starting Vehs 5 7 5 5 7 9 5 Ending Vehs 8 8 10 6 3 4 3 Travel Distance (mi) 52 45 46 51 45 49 44 Travel Time (hr) 1.3 1.1 1.2 1.3 1.1 1.2 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 10 8 10 12 10 9 6 Fuel Used (gal) 1.5 1.3 1.4 1.5 1.3 1.5 1.3 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 170 148 169 155 Vehs Exited 171 149 165 153 • Starting Vehs 7 6 3 5 Ending Vehs 6 5 7 5 Travel Distance (mi) 53 46 53 48 Travel Time (hr) 1.3 1.2 1.3 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 8 10 6 9 Fuel Used (gal) 1.5 1.4 1.5 1.4 • 2023 No Build AM SimTraffic Report MJY Page 2 • • SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 • Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 ti Vehs Entered 202 182 188 178 153 200 188 Vehs Exited 204 183 192 181 153 198 184 Starting Vehs 8 8 10 6 3 4 3 Ending Vehs 6 7 6 3 3 6 7 Travel Distance (mi) 64 58 60 56 49 63 59 Travel Time (hr) 1.7 1.4 1.5 1.4 1.2 1.6 1.4 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 17 6 8 10 3 14 10 Fuel Used (gal) 1.9 1.7 1.7 1.6 1.3 1.9 1.7 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 190 190 171 184 Vehs Exited 187 187 177 185 • Starting Vehs 6 5 7 5 Ending Vehs 9 8 1 5 Travel Distance (mi) 59 59 55 58 Travel Time (hr) 1.5 1.5 1.5 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 11 11 13 11 Fuel Used (gal) 1.8 1.7 1.7 1.7 i2023 No Build AM MJY SimTraffic Report Page 3 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 • Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 150 151 156 164 139 122 148 Vehs Exited 154 149 159 157 134 125 147 Starting Vehs 6 7 6 3 3 6 7 Ending Vehs 2 9 3 10 8 3 8 Travel Distance (mi) 48 47 49 51 43 39 46 Travel Time (hr) 1.2 1.2 1.2 1.3 1.1 0.9 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 Total Stops 10 10 9 6 8 5 4 Fuel Used (gal) 1.4 1.4 1.4 1.4 1.2 1.1 1.4 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 144 170 132 148 Vehs Exited 148 176 130 148 • Starting Vehs 9 8 1 5 Ending Vehs 5 2 3 5 Travel Distance (mi) 46 55 41 46 Travel Time (hr) 1.1 1.3 1.0 1.2 Total Delay (hr) 0.1 0.1 0.0 0.1 Total Stops 4 6 6 8 Fuel Used (gal) 1.3 1.6 1.1 1.3 • 2023 No Build AM SimTraffic Report MJY Page 4 0 SimTraffic Simulation Summary Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) • 2023 No Build AM 04/18/2022 1 10 2 3 4 5 6 170 175 180 161 152 150 157 167 180 173 164 155 148 160 2 9 3 10 8 3 8 5 4 10 7 5 5 5 53 56 56 51 48 47 50 1.3 1.4 1.4 1.2 1.2 1.2 1.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 14 8 14 10 13 10 8 1.6 1.6 1.7 1.5 1.4 1.3 1.4 7 8 9 Avg 151 162 168 161 153 157 166 162 5 2 3 5 3 7 5 5 48 50 53 51 1.2 1.3 1.3 1.3 0.1 0.1 0.1 0.1 12 13 7 10 1.4 1.5 1.5 1.5 • 2023 No Build AM SimTraffic Report MJY Page 5 Queuing and Blocking Report 2023 No Build AM 04/18/2022 • Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 62 52 45 44 Average Queue (ft) 14 11 6 3 95th Queue (ft) 43 39 27 21 Link Distance (ft) 852 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penally (veh) Network Summary Network wide Queuing Penalty: 0 • • 2023 No Build AM SimTraffic Report MJY Page 6 • 0 0 IE Lanes, Volumes, Timings 2023 No Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 - --* '- ',- t -. ,,- Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r +T. T T r Traffic Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5 Future Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 889 347 793 874 Travel Time (s) 24.2 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 2023 No Build PM Synchro 10 Report MJY Page 1 • • HCM 6th TWSC 2023 No Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 Intersection Int Delay, s/veh Movement 0.9 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r 4+ T+ t r Traffic Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5 Future Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None - None - None Storage Length 290 90 175 275 Veh in Median Storage, # 0 - 0 - - 0 - 0 - Grade, % -2 - 2 - 1 - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 16 0 41 1 0 0 12 571 0 0 311 5 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 906 906 311 929 911 571 316 0 0 571 0 0 Stage 311 311 - 595 595 - - - - - - Stage 2 595 595 - 334 316 - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 4.1 Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 2.2 Pot Cap-1 Maneuver 284 308 735 226 250 508 1159 1012 Stage 1 724 685 - 463 464 - - - Stage 2 524 529 - 659 636 - - - Platoon blocked, % Mov Cap-1 Maneuver 282 305 735 212 248 508 1159 1012 Mov Cap-2 Maneuver 282 305 - 212 248 - - - Stage 1 717 685 - 458 459 - Stage 2 519 524 - 622 636 Approach EB WB NB SB HCM Control Delay, s 12.5 22.1 0.2 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1159 282 735 212 1012 HCM Lane V/C Ratio 0.01 0.057 0.056 0.005 - HCM Control Delay (s) 8.1 - 18.5 10.2 22.1 0 HCM Lane LOS A C B C A HCM 95th %tile Q(veh) 0 0.2 0.2 0 0 - • 2023 No Build PM Synchro 10 Report MJY Page 2 • SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 • Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 922 829 891 889 906 900 893 Vehs Exited 917 832 893 892 903 907 895 Starting Vehs 5 7 9 9 8 12 8 Ending Vehs 10 4 7 6 11 5 6 Travel Distance (mi) 291 263 282 281 286 286 283 Travel Time (hr) 7.4 6.7 7.2 7.1 7.2 7.2 7.1 Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.5 0.4 Total Stops 60 55 58 56 54 59 44 Fuel Used (gal) 8.5 7.5 8.1 8.1 8.2 8.2 8.1 Summary of All Intervals Run Number 7 8 9 Avg Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 • # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 849 918 912 891 Vehs Exited 849 921 911 892 Starting Vehs 7 10 3 7 Ending Vehs 7 7 4 7 Travel Distance (mi) 269 290 288 282 Travel Time (hr) 6.8 7.3 7.3 7.1 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 48 59 52 54 Fuel Used (gal) 7.7 8.5 8.2 8.1 Interval #0 Information Seeding Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. • 2023 No Build PM SimTraffic Report MJY Page 1 • SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 • Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 234 193 221 232 203 191 210 Vehs Exited 235 195 222 232 207 195 210 Starting Vehs 5 7 9 9 8 12 8 Ending Vehs 4 5 8 9 4 8 8 Travel Distance (mi) 74 61 70 73 65 61 67 Travel Time (hr) 1.9 1.6 1.7 1.8 1.6 1.6 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 12 16 14 17 15 12 14 Fuel Used (gal) 2.1 1.7 2.0 2.1 1.9 1.7 1.9 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 206 228 214 214 Vehs Exited 208 228 210 214 . Starting Vehs 7 10 3 7 Ending Vehs 5 10 7 7 Travel Distance (mi) 66 72 67 68 Travel Time (hr) 1.6 1.8 1.7 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 17 10 13 Fuel Used (gal) 1.9 2.1 1.9 1.9 • 2023 No Build PM SimTraffic Report MJY Page 2 • 0 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 • Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 258 205 222 223 247 277 257 Vohs Exited 258 205 222 226 249 275 259 Starting Vehs 4 5 8 9 4 8 8 Ending Vehs 4 5 8 6 2 10 6 Travel Distance (mi) 82 65 70 71 78 88 82 Travel Time (hr) 2.0 1.6 1.8 1.8 2.0 2.3 2.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 15 13 20 13 12 24 12 Fuel Used (gal) 2.4 1.9 2.1 2.0 2.2 2.6 2.4 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 245 234 240 241 Vehs Exited 242 237 240 241 • Starting Vehs 5 10 7 7 Ending Vehs 8 7 7 6 Travel Distance (mi) 77 74 76 76 Travel Time (hr) 1.9 1.8 2.0 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 14 14 16 16 Fuel Used (gal) 2.2 2.1 2.2 2.2 • 2023 No Build PM SimTraffic Report MJY Page 3 • SimTraffic Simulation Summary Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) • 2023 No Build PM 04/18/2022 1 10 2 3 4 5 6 224 203 218 227 226 211 214 223 203 219 224 218 215 210 4 5 8 6 2 10 6 5 5 7 9 10 6 10 71 64 70 71 71 67 67 1.8 1.6 1.8 1.7 1.7 1.6 1.7 0.1 0.1 0.1 0.1 0.1 0.1 0.1 14 8 13 13 8 10 10 2.0 1.8 2.0 2.0 1.9 1.9 1.9 7 8 9 Avg 205 198 228 215 208 198 227 214 8 7 7 6 5 7 8 7 65 63 72 68 1.6 1.6 1.8 1.7 0.1 0.1 0.1 0.1 9 14 13 11 1.9 1.9 2.1 2.0 2023 No Build PM SimTraffic Report MJY Page 4 • • SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 • Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 206 228 230 207 230 221 212 Vehs Exited 201 229 230 210 229 222 216 Starting Vehs 5 5 7 9 10 6 10 Ending Vehs 10 4 7 6 11 5 6 Travel Distance (mi) 64 72 72 65 72 70 67 Travel Time (hr) 1.7 1.8 1.8 1.7 1.9 1.7 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 19 18 11 13 19 13 8 Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.9 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 193 258 230 222 Vehs Exited 191 258 234 221 • Starting Vehs 5 7 8 7 Ending Vehs 7 7 4 7 Travel Distance (mi) 61 81 73 70 Travel Time (hr) 1.5 2.0 1.8 1.8 Total Delay (hr) 0.1 0.2 0.1 0.1 Total Stops 13 14 13 14 Fuel Used (gal) 1.8 2.4 2.1 2.0 • 2023 No Build PM SimTraffic Report MJY Page 5 • U Queuing and Blocking Report • Intersection: 1: Martinsbu Movement EB Directions Served LT Maximum Queue (ft) 32 Average Queue (ft) 10 95th Queue (ft) 31 Link Distance (ft) 843 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penally (veh) Network Summary Network wide Queuing Penalty: 0 • Pike & Yardmaster Ct/Private D EB WB NB R LTR L 53 24 22 19 1 2 42 10 13 312 290 90 2023 No Build PM 04/18/2022 • 2023 No Build PM SimTraffic Report MJY Page 6 n U BowmLY Ian Appendix F Build (2023) Capacity Analysis 0 0 • � 9 Lanes, Volumes, Timings 2023 Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r + T t r Traffic Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20 Future Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 535 347 793 874 Travel Time (s) 14.6 9.5 12.0 13.2 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles(%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 2023 Build AM Synchro 10 Report MJY Page 1 0 • • HCM 6th TVVSC 2023 Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 Intersection Int Delay, slveh Movement 1.5 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r 44 '� T T r Traffic Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20 Future Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None - - None - None Storage Length 290 90 - 175 275 Veh in Median Storage, # 0 - 0 - 0 - 0 - Grade, % -2 - 2 - 1 - -1 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 19 9 25 2 3 0 35 281 1 0 403 23 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 756 755 403 784 778 282 426 0 0 282 0 0 Stage 1 403 403 - 352 352 - - - - - - - Stage 2 353 352 - 432 426 - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 4.1 Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - Follow-up Hdwy • 3.725 4.342 3.624 3.95 4 3.3 2.686 2.2 Pot Cap-1 Maneuver 324 325 593 238 303 750 904 1292 Stage 607 567 - 554 611 - - - Stage 2 644 595 - 494 562 - - - Platoon blocked, % Mov Cap-1 Maneuver 312 312 593 216 291 750 904 1292 Mov Cap-2 Maneuver 312 312 - 216 291 - - - Stage 1 583 567 532 587 - Stage 2 615 572 466 562 - Approach EB WB NB SB HCM Control Delay, s 14.7 19.4 1 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLnl SBL SBT SBR Capacity (veh/h) 904 312 593 256 1292 HCM Lane V/C Ratio 0.039 0.091 0.042 0.022 - HCM Control Delay (s) 9.1 17.7 11.3 19.4 0 HCM Lane LOS A C B C A HCM 95th %tile Q(veh) 0.1 0.3 0.1 0.1 0 • 2023 Build AM Synchro 10 Report MJY Page 2 0 Lanes, Volumes, Timings 2023 Build AM 2: Yardmaster Ct & Site Dwy 04/18/2022 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations t T y Traffic Volume (vph) 0 27 21 33 20 0 Future Volume (vph) 0 27 21 33 20 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 451 535 256 Travel Time (s) 12.3 14.6 7.0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 2% 33% 38% 2% 2% 2% Shared Lane Traffic (%) Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 • 2023 Build AM Synchro 10 Report MJY Page 3 0 • HCM 6th TWSC 2023 Build AM 2: Yardmaster Ct & Site Dwy 04/18/2022 • Intersection Int Delay, s/veh Movement 1.8 EBL EBT WBT WBR SBL SBR Lane Configurations T Traffic Vol, veh/h 0 27 21 33 20 0 Future Vol, veh/h 0 27 21 33 20 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % -2 2 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 33 38 2 2 2 Mvmt Flow 0 31 24 38 23 0 Major/Minor Majorl Major2 Mlnor2 } Conflicting Flow All 0 0 74 43 Stage 1 - - 43 - Stage 2 31 - Critical Hdwy 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - . Follow-up Hdwy _ 3.518 3.318 Pot Cap-1 Maneuver 0 _ 930 1027 Stage 1 0 979 - Stage 2 0 992 - Platoon blocked, % Mov Cap-1 Maneuver - 930 1027 Mov Cap-2 Maneuver 930 - Stage 1 979 Stage 2 992 Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) EBT WBT WBR SBLn1 930 0.024 9 A 0.1 2023 Build AM Synchro 10 Report MJY Page 4 • • SimTraffic Simulation Summary 2023 Build AM 04/18/2022 • Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 771 725 747 682 715 696 737 Vehs Exited 768 724 744 684 716 696 741 Starting Vehs 6 4 4 6 7 5 7 Ending Vehs 9 5 7 4 6 5 3 Travel Distance (mi) 235 221 228 210 219 212 227 Travel Time (hr) 6.3 5.9 6.1 5.7 6.0 5.7 6.0 Total Delay (hr) 0.5 0.4 0.5 0.4 0.5 0.4 0.5 Total Stops 87 85 87 94 79 79 84 Fuel Used (gal) 7.3 6.9 7.0 6.6 6.7 6.6 7.0 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 678 726 680 716 Vehs Exited 675 733 681 715 Starting Vehs 3 10 5 4 Ending Vehs 6 3 4 4 Travel Distance (mi) 207 223 209 219 Travel Time (hr) 5.6 6.0 5.8 5.9 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 82 78 88 83 Fuel Used (gal) 6.4 7.0 6.7 6.8 Interval #0 Information Seedin Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. • 2023 Build AM SimTraffic Report MJY Page 1 • 0 � 0 • • SimTraffic Simulation Summary 2023 Build AM 04/18/2022 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 199 173 174 195 161 149 163 Vehs Exited 199 169 174 194 164 151 163 Starting Vehs 6 4 4 6 7 5 7 Ending Vehs 6 8 4 7 4 3 7 Travel Distance (mi) 61 53 54 60 49 45 50 Travel Time (hr) 1.7 1.5 1.5 1.6 1.3 1.2 1.3 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 33 25 19 18 17 13 23 Fuel Used (gal) 2.0 1.6 1.7 1.9 1.5 1.4 1.6 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 179 173 167 172 Vehs Exited 177 173 169 174 Starting Vehs 3 10 5 4 Ending Vehs 5 10 3 5 Travel Distance (mi) 54 53 51 53 Travel Time (hr) 1.5 1.4 1.4 1A Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 24 14 16 20 Fuel Used (gal) 1.7 1.6 1.6 1.7 2023 Build AM SimTraffic Report MJY Page 2 0 SimTraffic Simulation Summary • Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number • 2023 Build AM 04/18/2022 1 10 2 3 4 5 6 Vehs Entered 217 190 214 177 198 222 205 Vehs Exited 214 192 212 176 192 216 205 Starting Vehs 6 8 4 7 4 3 7 Ending Vehs 9 6 6 8 10 9 7 Travel Distance (mi) 65 58 65 54 59 66 63 Travel Time (hr) 1.7 1.5 1.7 1.5 1.6 1.9 1.7 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 16 22 24 34 21 26 25 Fuel Used (gal) 1.9 1.8 2.0 1.7 1.8 2.1 1.9 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited • Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) • 2023 Build AM MJY 7 8 9 Avg 192 203 191 201 191 207 187 200 5 10 3 5 6 6 7 5 58 62 57 61 1.6 1.7 1.7 1.7 0.1 0.2 0.2 0.1 18 29 30 23 1.8 2.1 1.9 1.9 SimTraffic Report Page 3 0 0 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 • Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 182 174 176 147 162 167 174 Vehs Exited 186 177 175 148 170 170 175 Starting Vehs 9 6 6 8 10 9 7 Ending Vehs 5 3 7 7 2 6 6 Travel Distance (mi) 56 53 55 46 52 52 53 Travel Time (hr) 1.5 1.4 1.4 1.2 1.4 1.4 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 21 18 15 20 14 21 21 Fuel Used (gal) 1.8 1.6 1.7 1.4 1.6 1.6 1.6 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 155 167 149 164 Vehs Exited 152 166 150 166 • Starting Vehs 6 6 7 5 Ending Vehs 9 7 6 4 Travel Distance (mi) 47 52 47 51 Travel Time (hr) 1.2 1.4 1.2 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 16 12 15 16 Fuel Used (gal) 1.4 1.5 1.4 1.6 • 2023 Build AM SimTrallic Report MJY Page 4 • 0 � 0 K7 � 0 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 173 188 183 163 194 158 195 Vehs Exited 169 186 183 166 190 159 198 Starting Vehs 5 3 7 7 2 6 6 Ending Vehs 9 5 7 4 6 5 3 Travel Distance (mi) 54 57 55 50 59 48 61 Travel Time (hr) 1.4 1.5 1.5 1.3 1.6 1.3 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 17 20 29 22 27 19 15 Fuel Used (gal) 1.6 1.8 1.7 1.6 1.9 1.5 1.9 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 152 183 173 176 Vehs Exited 155 187 175 177 Starting Vehs 9 7 6 4 Ending Vehs 6 3 4 4 Travel Distance (mi) 47 56 54 54 Travel Time (hr) 1.3 1.6 1.5 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 24 23 27 22 Fuel Used (gal) 1.5 1.7 1.8 1.7 2023 Build AM SimTraffic Report MJY Page 5 n 0 Queuing and Blocking Report • Intersection: 1: Martinsbu Movement EB Directions Served LT Maximum Queue (ft) 69 Average Queue (ft) 21 95th Queue (ft) 55 Link Distance (ft) 455 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) is • Pike & Yardmaster Ct/Private EB WB NB NB SB R LTR L TR T 61 47 66 12 8 18 5 13 0 0 50 27 47 10 5 312 754 844 290 Intersection: 2: Yardmaster Ct & Site Dwy 90 0 0 0 0 2023 Build AM 04/18/2022 Movement SB Directions Served LR Maximum Queue (ft) 38 Average Queue (ft) 16 95th Queue (ft) 41 Link Distance (ft) 226 Upstream Blk Time (%) Queuing Penally (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2023 Build AM SimTraffic Report MJY Page 6 • w Lanes, Volumes, Timings 2023 Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 • --* -* .— *-- t r,- 1,. 1 41 —. f- Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r +T+ T T r Traffic Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20 Future Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 535 347 793 874 Travel Time (s) 14.6 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 JI • 2023 Build PM Synchro 10 Report MJY Page 1 HCM 6th TWSC 2023 Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 40 Intersection Int Delay, s/veh Movement 1.6 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r +T+ T+ T r Traffic Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20 Future Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None None - None - - None Storage Length - 290 90 175 - 275 Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - -2 - 2 - 1 - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 36 0 66 1 0 0 31 571 0 0 311 21 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 944 944 311 988 965 571 332 0 0 571 0 0 Stage 1 311 311 - 633 633 - - - - - - - Stage 2 633 633 - 355 332 - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 4.1 Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - • Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 _ 2.2 Pot Cap-1 Maneuver 269 293 735 204 231 508 1143 1012 Stage 1 724 685 - 439 444 - - - Stage 2 502 511 - 641 625 - - - - Platoon blocked, % Mov Cap-1 Maneuver 263 285 735 182 225 508 1143 - 1012 Mov Cap-2 Maneuver 263 285 - 182 225 - - - Stage 1 704 685 - 427 432 Stage 2 488 497 - 583 625 Approach EB WB NB SB HCM Control Delay, s 14.1 24.9 0.4 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1143 263 735 182 1012 - HCM Lane V/C Ratio 0.027 0.138 0.09 0.006 - HCM Control Delay (s) 8.2 20.9 10.4 24.9 0 HCM Lane LOS A C B C A HCM 95th %tile Q(veh) 0.1 0.5 0.3 0 0 - • 2023 Build PM Synchro 10 Report MJY Page 2 Lanes, Volumes, Timings 2023 Build PM 2: Yardmaster Ct & Site Dwy 04/18/2022 All Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations t tl Y Traffic Volume (vph) 0 54 16 33 42 0 Future Volume (vph) 0 54 16 33 42 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 451 535 256 Travel Time (s) 12.3 14.6 7.0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 2% 4% 18% 2% 2% 2% Shared Lane Traffic (%) Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13,3% ICU Level of Service A Analysis Period (min) 15 • • 2023 Build PM Synchro 10 Report MJY Page 3 HCM 6th TWSC 2023 Build PM 2: Yardmaster Ct & Site Dwy 04/18/2022 0 Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations T T Y Traffic Vol, veh/h 0 54 16 33 42 0 Future Vol, veh/h 0 54 16 33 42 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % -2 2 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 4 18 2 2 2 Mvmt Flow 0 61 18 38 48 0 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 0 0 98 37 Stage 1 - - - 37 - Stage 2 61 - Critical Hdwy - 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 3.518 3.318 Pot Cap-1 Maneuver 0 901 1035 Stage 1 0 985 - Stage 2 0 - 962 - Platoon blocked, % Mov Cap-1 Maneuver - 901 1035 Mov Cap-2 Maneuver 901 - Stage 1 985 Stage 2 962 Approach EB WB SB HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) 901 HCM Lane V/C Ratio 0.053 HCM Control Delay (s) 9.2 HCM Lane LOS A HCM 95th %tile Q(veh) 0.2 2023 Build PM Synchro 10 Report MJY Page 4 • • SimTraffic Simulation Summary • Summary of All Intervals Run Number Start Time End Time Total Time (min) Time Recorded (min) # of Intervals # of Recorded Intervals Vehs Entered Vehs Exited Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) • • Summary of All Intervals 2023 Build PM 04/18/2022 1 10 2 3 4 5 6 4:00 4:00 4:00 4:00 4:00 4:00 4:00 5:15 5:15 5:15 5:15 5:15 5:15 5:15 75 75 75 75 75 75 75 60 60 60 60 60 60 60 5 5 5 5 5 5 5 4 4 4 4 4 4 4 1010 939 1002 1002 953 937 997 1012 944 1003 1000 956 938 1004 14 9 9 6 12 9 13 12 4 8 8 9 8 6 317 296 315 314 299 294 315 8.8 8.2 8.5 8.8 8.0 7.9 8.5 0.8 0.7 0.7 0.8 0.6 0.6 0.8 171 166 139 161 129 137 141 10.0 9.5 9.8 10.0 9.3 9.1 9.9 Run Number 7 8 9 Avg Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 1014 944 988 978 Vehs Exited 1010 944 986 979 Starting Vehs 6 10 7 8 Ending Vehs 10 10 9 8 Travel Distance (mi) 317 295 310 307 Travel Time (hr) 8.6 8.1 8.6 8.4 Total Delay (hr) 0.7 0.7 0.8 0.7 Total Stops 148 136 164 149 Fuel Used (gal) 10.0 9.2 9.9 9.7 Interval #0 Information Seeding Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. 2023 Build PM SimTraffic Report MJY Page 1 • SimTraffic Simulation Summary is Interval #1 Information 1 • 2023 Build PM 04/18/2022 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 245 244 247 247 220 224 228 Vehs Exited 252 246 249 246 222 229 233 Starting Vehs 14 9 9 6 12 9 13 Ending Vehs 7 7 7 7 10 4 8 Travel Distance (mi) 78 77 78 77 69 72 73 Travel Time (hr) 2.1 2.1 2.1 2.1 1.8 1.9 1.9 Total Delay (hr) 0.2 0.2 0.2 0.2 0.1 0.1 0.1 Total Stops 40 36 32 36 29 30 30 Fuel Used (gal) 2.4 2.5 2.4 2.4 2.1 2.2 2.2 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number Vehs Entered Vehs Exited • Starting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 7 8 9 Avg 269 217 224 236 268 219 229 240 6 10 7 8 7 8 2 5 85 69 72 75 2.3 1.9 2.0 2.0 0.2 0.2 0.2 0.2 41 33 40 34 2.7 2.2 2.3 2.3 • 2023 Build PM SimTraffic Report MJY Page 2 • SimTraffic Simulation Summary • Interval #2 Information 2 2023 Build PM 04/18/2022 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 259 210 241 241 235 256 255 Vehs Exited 261 208 240 236 233 251 256, Starting Vehs 7 7 7 7 10 4 8 Ending Vehs 5 9 8 12 12 9 7 Travel Distance (mi) 81 66 76 75 73 78 79 Travel Time (hr) 2.3 1.8 2.0 2.0 2.0 2.1 2.3 Total Delay (hr) 0.2 0.1 0.2 0.2 0.2 0.2 0.2 Total Stops 45 37 31 38 32 40 51 Fuel Used (gal) 2.5 2.1 2.3 2.3 2.3 2.5 2.6 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number Vehs Entered Vehs Exited isStarting Vehs Ending Vehs Travel Distance (mi) Travel Time (hr) Total Delay (hr) Total Stops Fuel Used (gal) 7 8 9 Avg 277 239 269 248 278 235 264 247 7 8 2 5 6 12 7 7 86 72 83 77 2.4 2.0 2.3 2.1 0.2 0.2 0.2 0.2 44 24 44 38 2.7 2.2 2.6 2.4 • 2023 Build PM SimTraffic Report MJY Page 3 • • SimTraffic Simulation Summary 2023 Build PM 04/18/2022 • Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 248 245 241 272 245 228 268 Vehs Exited 244 246 240 276 246 229 266 Starting Vehs 5 9 8 12 12 9 7 Ending Vehs 9 8 9 8 11 8 9 Travel Distance (mi) 77 78 75 87 77 72 84 Travel Time (hr) 2.1 2.2 2.0 2.5 2.1 1.9 2.2 Total Delay (hr) 0.2 0.2 0.2 0.3 0.2 0.1 0.2 Total Stops 40 45 35 47 34 33 26 Fuel Used (gal) 2.5 2.5 2.3 2.9 2.4 2.2 2.6 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 249 235 248 247 Vehs Exited 246 240 244 247 • Starting Vehs 6 12 7 7 Ending Vehs 9 7 11 8 Travel Distance (mi) 77 74 78 78 Travel Time (hr) 2.1 2.1 2.2 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 29 37 41 36 Fuel Used (gal) 2.4 2.3 2.5 2.5 • 2023 Build PM SimTraffic Report MJY Page 4 • � 0 0 i SimTraffic Simulation Summary 2023 Build PM 04/18/2022 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 258 240 273 242 253 229 246 Vehs Exited 255 244 274 242 255 229 249 Starting Vehs 9 8 9 8 11 8 9 Ending Vehs 12 4 8 8 9 8 6 Travel Distance (mi) 80 76 87 76 80 72 79 Travel Time (hr) 2.2 2.1 2.4 2.1 2.1 1.9 2.2 Total Delay (hr) 0.2 0.2 0.2 0.2 0.2 0.1 0.2 Total Stops 46 48 41 40 34 34 34 Fuel Used (gal) 2.6 2.4 2.8 2.4 2.4 2.2 2.5 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 219 253 247 246 Vehs Exited 218 250 249 246 Starting Vehs 9 7 11 8 Ending Vehs 10 10 9 8 Travel Distance (mi) 69 80 78 78 Travel Time (hr) 1.9 2.2 2.1 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 34 42 39 39 Fuel Used (gal) 2.2 2.5 2.5 2.5 2023 Build PM SimTraffic Report MJY Page 5 9 Queuing and Blocking Report • Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private D Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 51 61 15 46 Average Queue (ft) 19 23 1 8 95th Queue (ft) 43 47 9 30 Link Distance (ft) 455 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Yardmaster Ct & Site Movement SB Directions Served LR Maximum Queue (ft) 55 Average Queue (ft) 25 95th Queue (ft) 51 Link Distance (ft) 226 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) • Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2023 Build PM 04/18/2022 • 2023 Build PM SimTraffic Report MJY Page 6 Receipt: 21000015415 COURT ADDRESS: 5 NORTH KENT STREET WINCHESTER. VA 22601 PHONE' :540-667-5770 OFFICIAL RECEIPT FREDERICK CIRCUIT COURT DEED RECEIPT DATE : C6129,'2021 TIME : 14:39:29 RECEIPT f : 21000015418 TRANSACTION #: 21062900045 CASHIER: KKB REGISTER n : 67 00 INSTRUMENT: 210010908 BOOK: GRANTOR: EVANLYNN LLC GRANTEE : PIERCE HARDY LIMITED PA, RTNERSHIP RECEIVED OF: FIDELITY NA. T iBRUCE ADDRESS : 1019 ROUTE 519 EIGHT FOUR, PA i533C DATE OF DEED : 06i10'2021 CHECK: S 1.387.00 CHECK NUMBER : 5090022C1 DESCRIPTION 1 : ST DIST 2 : PARCEL OF LAND, 2.2078 ACRES CONSIDERATION : S300.000 00 A/VAL : $291.000.00 CAS E = : C69CLR2 i 0010908 FILING TYPE: DBS PAGE: RECORDED : 061129i2021 EX: N EX: N ACCOUNT I CODE DESCRIPTION PAID 035 IVIRGINIA OUTDOOR FOUNDATION $3.00 036 (DEED PROCESSING FEE I S20.00 038 ISTATE GRANTOR TAX S150.00 039 (STATE GRANTEE TAX I S750.00 106 TECHNOLOGY TRST FND S5.00 PAGES: 002 PIN OR MAP : 4-A-75F Page', of 1 PAYMENT : FULL PAYMENT AT: 14:36 LOC:CO PCT : 100`/0 OF 0 NAMES : 0 ACCOUNT CODE DESCRIPTION PAID 145 VSLF I S3.50 212 TRANSFER FEE I S1.00 213 (COUNTY GRANTEE TAX S250.00 220 �COUNlY GRANTOR TAX ( S150.00 301 (CLERK RECORDING/INDEXING FEE S14.50 TENDERED : S 1,387.00 AMOUNT PAID: S 1.347 00 APPLIED TO NEXT CASE: S 40.00 PAYOR'S COPY CLERK OF COURT: REBECCA. P HOGAN RECEIPT COPY 1 OF 2 • T A X R E C E I P T x - Y E A R 2 0 2 1- 1st H A Ticket #:00116960001 @@ FREDERICK COUNTY Date 5/05/2021 C. WILLIAM ORNDOFF, JR Register: WEB/$$ P.O. BOX 225 Trans. #: 43980 • WINCHESTER VA 22604-0225 Dept # ACCT# RE202101 8045494 2021 REAL ESTATE Previous 2.21 ACRES 44 A ` 75F Balaiice $ 880.84 Acres:. 2..21 Principal $ezg Paid $ 880.84 Land: 288800 Imps 0: Penalty $ 00 Interest $ EVANLYNN LLC Amount Paid $ .00 880.84 290 AIRPORT RD STE 6 *Balanc.e':Due WINCHESTER VA 22662 as of 5/O5/2021 $ 00 0 T A X R E C E I P T - Y E AR H 2 0 2 1- 2nd H A Ticket #:00116960002 @@ FREDERICK COUNTY - Date 5/05/2021 C. WILLIAM ORNDOFF, JR Register: WEB/$$ P.O. BOX 225 Trans. #: 43980 Dept 4 RE202102 WINCHESTER VA 226044225. ACCT# 8045494 2021 REAL ESTATE Previous 2.21 ACRES 44 A 75F" Balance $ 880.84 Acres:. 2 7.21 Principal $eing Paid $ 880.84 Land: 288800 'Imp:; 0: Penalty $ .00 Interest $ .00 EVANLYNN LLC - Amount .Paid $ 880.84 290 AIRPORT RD STE '6. *Balance Due WINCHESTER VA 226ff2 as of 5J05/2021 $ .00 T A X R E C E I P T - Y E A R 2 0 2 1- 1st H A Ticket #:00056450001 @@ 9 FREDERICK COUNTY Date 6/09/202140 C. WILLIAM ORNDOFF, JR Register: LMS/LMSA P.O. BOX 225 Trans. #: 18858 WINCHESTER VA 226.04-0225 Dept # ACCT# RE202101 8047520 2021 REAL ESTATE Previous 8.69 ACRES 44 A' 7$1Balance $ 1855.32 Acres:, Princ ipa1,Being Paid $ 1855.32 Land: 508300 Imp:; 0; Penalty $ .00 Interest $ CAMS INVESTMENTS 'LLC Amount Paid $ .00 1855.32 212 THWAITE LN *Balance:Due WINCHESTER VA 22603 as of 6:/0/2021 $ 00 T A X R E C E I P T - Y E A R H 2 0 2 1- 2nd H A Ticket #:00056450002 @@ FREDERICK COUNTY Date 11/30/2021 C. WILLIAM ORNDOFF, JR Register: JKH/JKHA P.O. BOX 225 Trans. #: 09805 Dept # RE202102 WINCHESTER VA 22604-0225 ACCT# 8047520 2021 REAL ESTATE Previous 8.69 ACRES 44 A 75G- Balance $ 1855.31 Acres: 8.6.9 Principal Being Paid $ 1855.31 Land. 608300 Imp 0 Penalty $ 00 Interest $ .00 PIERCE HARDY LIMITED :PARTNERSHIP Amount Paid $ 1855.31 1019 ROUTE 519 BLDG 4 *Balance Due EIGHTY FOUR PA 15330 :as of: 11j30/2021 $ 00 0 0 0 0 M 0 a� o z -I (n (L ri ff) U) 71Ln v, V) .� m r-, In a) �J o +J o rl F14 O o Ln 0x >1 o r- +J 0) CC CD o •� rn � m a� s4 o -0 .r+ '0 4-10 +� r m ro ax �-4 ob 0 U H GREGORY F. HUTCHINSON ATTORNEYATLAW 124 B. BRAOOOCK BT. WINCHEBTER, VA 22B01 THIS DEED, made and dated this ��' day ofL ,yam 2021, by and between CAMS INVESTMENTS, LL,C, a Virginia limited liability company, hereinafter called the Grantor; and PIERCE HARDY LIMITED PARTNERSI-IIP, a Pennsylvania limited partnership, hereinafter called the Grantee. WITNESSETH: That for and in consideration of the sum of Ten Dollars, and other valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby grant and convey with General Warranty and English covenants of title unto the Grantee, in fee simple, the following property: All that certain lot or parcel of land together with the improvements thereunto belonging, lying and being situate in Stonewall Magisterial District, Frederick County, Virginia, containing 8.6863 acres, more or less, according to a certain plat of survey by Richard A. Edens, dated April 24, 2007, and duly recorded in the Clerk's Office of the Circuit Court of Frederick County, Virginia, as Instrument Number 070007323; AND BEING the same property that was conveyed to Cams Investments, LLC, a Virginia limited liability company, by deed from Robert C. Adams, dated September 14, 2010, and recorded November 15, 2010, in said Clerk's Office in Instrument No. 100011044. Said deed having been corrected by Deed of Correction conveying subject property to Cynthia J. Adams dated December 1, 2010, and recorded in the aforesaid Clerk's Office as Instrument Number 00012062; AND FURTHER BEING the same property conveyed to Cams Investments, LLC, by deed from Cynthia J. Adams, dated December 9, 2010 and recorded December 13, 2010 in the aforesaid Clerk's Office as Instrument Number 100012063. Reference is hereby made to the aforesaid instruments and the attachments and the references therein contained, for a more particular description of the property hereby conveyed. C� • 13RE13ORY F. HUTCHINSON ATTORr,jEy AT LAW 12:1 ©, I9RADDnt-X ST. WINCHESTE,I. VA =-SO'I This convcyallce is 111ade s►Iblect to all easements, fights Of' way and restrictions of record, il'any, al"Ceding the subject property. WITNESS the following slgnaturc and seal: CAMS INVI- STMENTS, LLC, a Virginia limited liability company By: �`� ;Y`" �— C —Ao.---- (SEAL) C1`I 'I'I IIA .I. AID)!\J\iS, Manager STATE Oh VIRGINIA, CITY of WINCI IEST'EI:, to -wit: ThC l01'Cg011lg illstRIMCllt was acicnowledgeci before nic in my City and State this C�n6 clay of' (���iyt.2� 2021, by Cynthia J. Adams, Manager, CAMS INVESTMENTS, LLC, a Virginia limited liability company. My Commission I xpires: NOTARY PUBLIC 0 Deed prepared by Gregory F, I lutchins0n VSB 1115489 124 South Braddock Strcet Winchester, VA 22601 Insured by hicielity National Title Insurance Company VIRRIVIA: t kFl IFF(II K I I II 11111 VS(' 1. h1�illsnumem ui wilUngwustllutuuCeutoIneon and with cettifi Cate ad<nowledgc)ment theretoannexed was admlttea10record. Tax imposed by Sec. 58.1-802 of $-" , and 58.1-801 have been paid, ifassessable. ( 2 l a, CILA Receipt: 210000i5416 COURT ADDRESS: 5 NORTH KENT STREET WINCHESTER. VA 22601 PHONE # :540-667-5770 OFFICIAL RECEIPT FREDERICK CIRCUIT COURT DEED RECEIPT DATE : 06129i2021 TIME: 14:39:29 RECEIPT f : 21000015418 TRANSACTION # : 21062901DO45 CASHIER: KKB REGISTER,: B700 INSTRUMENT: 210010908 BOOK: GRANTOR: EVANLYNN LLC GRANTEE: PIERCE HARDY LIMITED PARTNERSHIP RECEIVED OF: FIDELITY NAT/BRUCE ADDRESS: 1019 ROUTE 519 EIGHT FOUR. PA 15330 DATE OF DEED : 06i1012021 CHECK: S 1.387.00 CHECK NUMBER : 5090022C1 DESCRIPTION 1 : ST DIST 2 : PARCEL OF LAND. 2.2078 ACRES CONSIDERATION : S300000 00 ANAL : S291.000.00 PAYOR'S COPY Pane 1 0f CASE_: 069CLR210010908 FILING TYPE: DBS PAYMENT: FULL PAYMENT PAGE: RECORDED : 06/292021 AT: 14:36 EX: N LOC : CO EX: N PCT : 100% PAGES : 002 OP : 0 NAMES: 0 PIN OR MAP: 44-A-75F ACCOUNT DESCRIPTION PAID CODE 145 VSLF I S3.50 212 TRANSFER FEE $1.00 213 COUNTY GRANTEE TAX $250.00 220 COUNTY GRANTOR TAX ! S150.00 301 !CLERK RECORDINGIINDEXING FEE S14.50 TENDERED : S 1,387.00 AMOUNT PAID: S 1,347.00 APPLIED TO NEXT CASE: S 40.00 CLERK OF COURT: REBECCA P HOGAN RECEIPT COPY 1 OF 2 • • 9 0 Prq,�,ed I,y: McCarthy & Ake❑, P.L.C. Anumg) ,J(I A,nw Luv 302 war f .--n Srrca Wind-mr, VA 22601 Prepared by: McCarthy & Akers, P.L.C. ,I. Douglas McCarthy, Isq., VS13 No. 65713 Return to: McCarthy & Akers, P.L.C. 302 W. 13oscawell Strcct Wlllchester, Vlrginin 22601 Grantees' address: �_,i r Al f-i" r V/1 Consideration: $300,000.00 Assessment: $291,000.00 ParcellD: 14-A-75F Title Insurer: Fidelity National "title Insurance Company 'ITHS DI-> D, made and dated this �, clay of '1 uh'C, 2021, by and between EVANLYNN L.L.C., a Virginia limited liability company, hercinaftercalled the Grantor, and PIERCE HARDY LIMrrED PARTNERSHIP, a Pennsylvania limited partnership, hercillaltel' Called the Ciralltee. WITNI SSCTI1: "That forand in consideration of the sum of Onc Dollar and other good and valuable consideration, the receipt of' which is hereby acknowledged. the Grantor does hereby grant and convey, with General Warranty and L;nglish covenants of title unto the Grantee, in fce simple, all of the 161lo\wing described realty, to -wit: All of (hat Cel•tain lot or parcel of land (ogethcr With all iniprovenicnts t1lCl'C011 t111d t11)I)MICllallCCS thereunto belon-ing, containing 2.2078 acres, situate in Stonewall Magisterial District, Frederick County, Virginia, as shown on the plat anil survey o1' Richard A. 1-dens, L,.S., dated .lone 26, 2006 and recorded with Deed as Instrument No. 060019999, among the land records of Frederick County, Virginia. AND 13131NG the same real estate conveyed to Fvanlynn L.L.C., a Vil 'I limitcd liability company, by deed Irolll 1 he A(It1111S DCVCIOI)lllCllt GI'ollp. Inc., a West Virginia corporation, dated October 24, 2006, and recorded October 24, 2004 in the Clerk's Office Circuit Court, Frederick County, Virginia as Instrument No. 060019998. I 0 10 Reference is hereby made to the aforesaid instruments and the references therein contained for more particular descriptions of the property herein conveyed. This conveyance is made subject to all easements, rights of way and restrictions of record, affecting the subject property. WITNESS the following signatures and seals: Evanlynn L.L.C., a Virginia limited liability company, -Grantor By , ,�. / / X , , " Cr<</) 6-( EAL) Adam E. Smith, Member/Manager COMMONWEALTH OF VIR91N�A; CITY/COUNTY OF L ) I tie' , to -wit: The foregoing instrument was acknowledged before me this ' k- day of �1yln•� , 2021 by Adam E. Smith as Member/Manager of Evanlynn, L.L.C., a Virginia limited liability company. My commission expires: My commission number: pP�l P NOTARY PUBLIC �U) NbTARY PUBLIC REG 8 7902083 ; Z n ; MY COMMISSION: O EXPIRES 10/31/2024 �,u25adrnirtecirarE�l;rnr{, �:.Ixlmgosc�dbySec.aB.�-SQ?_�� ,�� , and S81.801 haul he en paid, ifassmablf--. Prepared by: McCarthy & Ak—, P.L.C. Att—)—d Gmwlma L.nv ,].y,. ;•:: i�;,.a`��v1.1�rK 302 War Boec . Street Wimhn ,, VA 22601 VICINITY MAP SCALE I " = 2000' OWNER'S CERTIFICATE THE ABOVE AND FOREGOING CONSOLIDATION OF THE LAND OF PIERCE HARDY LIMITED PARTNERSHIP AS SHOWN ON THIS PLAT, AND IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. NAME, TITLE NAME, TITLE COMMONWEALTH OF VIRGINIA CITY / COUNTY OF: TO WIT: THE FORGOING OWNERS CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2022 BY NOTARY PUBLIC MY COMMISION EXPIRES: of APPROVALS: FREDERICK COUNTY SUBDIVISION ADMINISTRATOR DATE SURVEYOR'S CERTIFICATE I, MARK CAMPBELL, A DULY LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT THE `o PROPERTIES SHOWN HEREON ARE NOW IN THE NAME OF PIERCE N HARDY LIMITED PARTNERSHIP AS RECORDED IN INSTRUMENT 210009828, INSTRUMENT 210010908, AND INSTRUMENT 120013224 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. EDRAFT FINAL SUBDIVISION AND CONSOLIDATION PLAT FOR THE PROPERTIES OF NOT FOR PIERCE HARDY LIMITED PARTNERSHIP o INSTRUMENT 210009828 c RECORDATION INSTRUMENT 210010908 sl INSTRUMENT 120013224 0 a CADD FILE: E 07-21-0657 BLA.dwg rm:qljii) E o DRAWN BY: CHECKED BY: STONEWALL MAGISTERIAL DISTRICT TRIAD ENGINEERING, INC. a 3 MAC MAC FREDERICK COUNTY, VIRGINIA www.triadeng.com DATE: SCALE: 200 AVIATION DRIVE c % a >. 12/29/2021 AS SHOWN JOB NO: 07-21-0657 SHEET 1 OF 6 WINCHESTER, VA C� GENERAL NOTES • m E 5 E n d 0 E THE PROPERTIES SHOWN HEREON ARE LOCATED ON FREDERICK COUNTY TAX ASSESSMENT MAPS AND ARE IDENTIFIED AS TAX MAP 44-A-75G, TAX MAP 44-A-75F, AND TAX MAP 44-A-75B. 2. THE PROPERTIES SHOWN HEREON ARE NOW IN THE NAME OF THOSE LISTED BELOW AS FOUND AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. PIERCE HARDY LIMITED PARTNERSHIP 1019 ROUTE 519 EIGHTY FOUR, PA 15330-2813 INSTRUMENT 210009828 (TAX MAP 44-A-75G) INSTRUMENT 210010908 (TAX MAP 44-A-75F) INSTRUMENT 120013224 (TAX MAP 44-A-75B) 3. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA AND A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING, INC. 4. NORTH MERIDIAN INFORMATION SHOWN HEREON IS BASED A FIELD RUN SURVEY PERFORMED BY TRIAD ENGINEERING, INC. AND IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83). 5. THE SURVEYED PROPERTIES SHOWN HEREON LIE WITHIN ZONE'X', AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR FREDERICK COUNTY, VIRGINIA, COMMUNITY -PANEL NUMBER 51069CO250E DATED JANUARY 29, 2021. 6. EXISTING 20' GREEN STRIP RECORDED INSTRUMENT 090008802 NOTED AS BEING ESTABLISHED "PER PARAGRAPH G OF PROFFER STATEMENT DATED FEBRUARY 18, 2005 ON FILE WITH FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT". 7. THE PROPERTIES AS SHOWN HEREON ARE SUBJECT TO ALL COVENANTS AND RESTRICTIONS OF RECORD AND THOSE RECORDED HEREWITH. THE SURVEYOR HAS NOT BEEN PROVIDED A CURRENT TITLE REPORT AND THEREFORE CANNOT ATTEST TO ALL SERVITUDES, RESTRICTIONS, COVENANTS AND CONDITIONS THAT ENCUMBER THE PROPERTY. 8. SETBACK LINES IDENTIFIED WITH A DEED REFERENCE MAY NOT REFLECT THE SETBACK DISTANCES REQUIRED BY CURRENT ZONING ORDINANCES AT THE TIME OF THIS SURVEY. DRAFT NOT FOR RECORDATION FINAL SUBDIVISION AND CONSOLIDATION PLAT FOR THE PROPERTIES OF PIERCE HARDY LIMITED PARTNERSHIP INSTRUMENT 210009828 INSTRUMENT 210010908 INSTRUMENT 120013224 CADD FILE: 07-21-0657 BLA.dwg 11\ n DRAVIN BY: CHECKED BY: STONEWALL MAGISTERIAL DISTRICT TRIAD ENGINEERING, INC. MAC MAC FREDERICK COUNTY, VIRGINIA wwwAriadcnq.com —DATEF SCALE: 200 AVIATION DRIVE 12129/2021 AS SHOWN JOB NO: 07-21-0657 SHEET 2 OF 6 WINCIIESTER, VA 9 • ZONING INFORMATION B3 INDUSTRIAL TRANSITION DISTRICT (PART 604) DIMENSIONAL AND INTENSITY REQUIREMENTS (PER 165-601.02) FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS (FEET) 50' FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS (FEET) 35' SIDE YARD SETBACKS (FEET) 15' REAR YARD SETBACKS (FEET) 15' FLOOR AREA TO LOT AREA RATIO (FAR) 1.0 MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA) 25% MAXIMUM HEIGHT (FEET) 35' M1 LIGHT INDUSTRIAL DISTRICT (PART 606) DIMENSIONAL AND INTENSITY REQUIREMENTS (PER 165-601.02) FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS (FEET) 75' FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS (FEET) 75' SIDE YARD SETBACKS (FEET) 25' REAR YARD SETBACKS (FEET) 25' FLOOR AREA TO LOT AREA RATIO (FAR) 1.0 MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA) 25% MAXIMUM HEIGHT (FEET) 60' AREA TABLUATION TAX MAP 44-A-75G 378,378 S.F. 8.6864 AC. TAX MAP 44-A-75F 96,175 S.F. 2.2079 AC. TAX MAP 44-A-75B 435,597 S.F. 9.9999 AC. CONSOLIDATED AREA 910.150 S.F. 20.8942 AC. EDRAFT w n NOT FOR RECORDATION FINAL SUBDIVISION AND CONSOLIDATION PLAT FOR THE PROPERTIES OF PIERCE HARDY LIMITED PARTNERSHIP INSTRUMENT 210009828 INSTRUMENT 210010908 INSTRUMENT 120013224 CADD FILE: 07-21-0657 BLA.dwD STONEWALL MAGISTERIAL DISTRICT F- it-; E= 2�� B- �, L— TRIA[) ENGINEERING, INC. DRAWNBY: CHECKEDBY: MAC MAC FREDERICK COUNTY, VIRGINIA wwwAriadeng.com 200 AVIATION DRIVE DATE: SCALE: 12/29/2021 AS SHOWN JOB NO: 07-21-0657 SHEET 3 OF 6 WINCHESTER. VA 9 • v E 3 E a v 0 FL EASEMENTLEGEND r - - EX. 10' POTOMAC EDISON EASEMENT �- El -) INSTRUMENT 060006159 (APPROXIMATE LOCATION) EX. 20' GREEN STRIP LGS1J INSTRUMENT 0.90008802 (SEE NOTE 6) rSS h EX. 25x20'SANITARYSEWER EASEMENT L - - J INSTRUMENT 050017512 f - - - ) EX. 20' SANITARY SEWER EASEMENT LSS2J INSTRUMENT 090008802 r- - - 1 EX. 20' STORM SEWER EASEMENT L--- --J INSTRUMF_NT060019998 - - EX. 20' STORM SEWER EASEMENT ST2J INSTRUMENT 050017512 (APPROXIMATE LOCATION) r---� EX. VARIABLE WIDTH WATERLINE EASEMENT L W I J INSTRUMENT 050017512 r W21 EX. 15' WATERLINE EASEMENT L _ - J INSTRUMENT 060019998 r3 1 EX. 15' WATERLINE EASEMENT L - - -J INSTRUMENT 090008802 W4-) EX. 15' PERMANENT FREDERICIC WATER UTILITY EASEMENT J INSTRUMENT 190005880 - -1 EX. 30' WATER AND SEWER EASEMENT Lw'S J INSTRUMENT 020014910 OWNERSHIP LEGEND LEGEND IRF IRON ROD FOUND 0SUBJECT PROPERTY LABEL WC WITNESS CORNER SEE SHEET 5 l ADJOINING PROPERTY LABEL ISEE SHEET 5 CURVE TABLE CURVE NGTH CHORD BEARING CHORD I DELTA TANGENT CC21 227255..0000'' 1.39' 2221 117.09' 3.21' S89°54'17"W 205.32' 54°17'3900" . LINE TABLE LINE BEARING DISTANCE L1 S 14°55'47" W 182.63' L2 S 63°50'17" W 49.54' L3 S 62°45'27" W 135.31' DRAFT NOT FOR RECORDATION FINAL SUBDIVISION AND CONSOLIDATION PLAT FOR THE PROPERTIES OF PIERCE HARDY LIMITED PARTNERSHIP INSTRUMENT 210009828 INSTRUMENT 210010908 INSTRUMENT 120013224 CADD FILE: 07-21-0657 BLA.(IwJ DRAWN BY: CHECKED BY: STONEWALL MAGISTERIAL DISTRICT TRIAD ENGINEERING, INC. MAC MAC FREDERICK COUNTY, VIRGINIA wwwAriadeng.com DATE: SCALE: 200 AVIATION DRIVE 12/29/2021 AS SHOWN JOB NO: 07-21-0657 SHEET 4 OF 6 WINCHESTER, VA i E n E 0 a TAX MAP 44-A-75G HARDY LIMITED (DPIERCE PARTNERSHIP ZONE: B3 378,378 S.F. 8.6864 AC. TAX MAP 44-A-75F PIERCE HARDY LIMITED O PARTNERSHIP ZONE:B3 96,175 S.F. 2.2079 AC. TAX MAP 44-A-75B O PIERCE HARDY LIMITED PARTNERSHIP ZONE: M1 435.597 S.F. 9.9999 AC. NOT FOR RECORDATION FINAL SUBDIVISION AND CONSOLIDATION PLAT FOR THE PROPERTIES OF PIERCE HARDY LIMITED PARTNERSHIP INSTRUMENT 210009828 INSTRUMENT 210010908 INSTRUMENT 120013224 CADD FILE: 07-21-0657 BLA.dwg STONEWALL MAGISTERIAL DISTRICT MIX) TRIAD ENGINEERING, INC. DRAWN BY: CHECKED BY: MAC MAC FREDERICK COUNTY. VIRGINIA www.triadeng.com 200 AVIATION DRIVE DATE: SCALE: 12/29/2021 AS SHOWN JOB NO: 07-21-0657 SHEET 5 OF 6 WINCIiESTER VA n E E n d a (WC) W soy,, NOR O 6�9 CRIO ti 25' 04, vOSB3 SETBACK F Bq Ck IRF m W1 INS SSi cn 3 N w oN N cn N W CONSOLIDATED AREA ? m I ? �O I 910,150 S. F D m A 20.8942 AC. x w D 50.0' IRF (BENT) wi ZONE25 / f . M1 IRF SETBACK R r PROPERTY LINE / HEREBY DELETED T L1 W2 El ZONE83 Ir�l IRF ST1 O C2 PAR O ST2-) IRF (BENT) W3 j / \ W2 IRF T SS2 ' Cl v E1 35' BRL INSTRUMENT 050017512 p0 5 /RF -cr, tv 15' BRL INSTRUMENT 050017512 D A n m I m n o D I � 30' BRL INSTRUMENT 050017512 l 1 100' MINIMUM - CATAGORY C cn p rn 1 D ZONING DISTRICT BUFFER 2Iz o INSTRUMENT 050017512 N y 100'MINIMUM - CATAGORY C 50'ZONING DISTRICT BUFFERCK INSTRUMENT090008802 62.0' —�GSl t�E r0 t00 200 400 IRFL _ IRFIRr '31" W 37813' IMARTINSBURG PIKE - U.S. ROUTE 1 1 WIDTH PUBLIC RIGHT OF WAY) n (VARIABLE BOOK 171 AT PAGE 295 DEED DRAFT FINAL SUBDIVISION ANDINSTRUMENT PLAT FOR THE PROPERTIES OF NOT FOR PIERCE HARDY LIMITED PARTNERSHIP INSTRUMENT 210009828 RECORDATION INSTRUMENT 210010908 INSTRUMENT 120013224 CADD FILE: y= 07-21-0657 BLA.dwg ZRIAD DRAWN BY: CHECKED BY: STONEWALL MAGISTERIAL DISTRICT TRIAD ENGINEERING, INC s MAC MAC FREDERICK COUNTY. VIRGINIA www tnadeng com DATE: SCALE: aao AVIAIIoti DRnt- v 12/29/2021 1" = 200' 1 JOB NO: 07-21-0657 SHEET 6 OF 6 WINCHESTER 4A 0 u LUMBER COMPANY April 26, 2022 Revised May 17, 2022 Department of Planning and Development Frederick County, VA 107 North Kent Street Winchester, VA 22601 Re: Impact Analysis Statement 84 Lumber - Yardmaster Court A. Site Sustainability The property is undeveloped and lightly vegetated with overgrowth and smaller tree saplings. The property is not within the 100-yr flood plain and there are no wetlands. The property is within zone "x" panel number 51069CO250E dated 1/29/21. The only steep slopes (<O.I ac) are located at the southwest portion of the property abutting the existing 84 Lumber development. Thcre are no known mature woodlands or prime agricultural soils. A geo tech report was performed for the site — although bedrock was encountered in certain locations, rock excavation can still be performed using hoe -ram or splitting techniques, as was performed in construction of the existing 84 Lumber facility. B. Surrounding Properties The property is located on the northeastern corner of the Yardmaster Court Subdivision. The property is bounded to the west by our current 84 Lumber facility, to the north by residential land and to the south by vacant warehouse land of the Yardmaster Court subdivision. The property is bounded to the east by Martinsburg Pike/US Route 11. Distance from the northerly property line to the adjacent residential dwellings is as follows I) Parcel 76 D approx. 17 feet 2) Parcel 76 C approx; 64 feet 3) Parcel 76B approx.. 47 feet 4) Parcel 76 A approx.. 45 feet Since any manufacturing or assembly operations for the truss plant facility will be within the enclosed building, any impacts to surrounding properties associated with dust, nose, glare, pollution, and odor would be minimal. C. Traffic Yardmaster Court is a two-lane undivided roadway with an auxiliary right turn lane, listed as a Local Road on VDOT's Functional Classification Map. It has an cast -west alignment with it statutory speed limit of 25 mph. Martinsville Pike (State Route I I ) is it two-lane undivided roadway with auxiliary turning lanes, listed as a Major Collector on VDOT's Functional Classification Map. It has a north -south alignment with a posted speed limit of45 mph. This intersection is Currently a four -legged unsignalized intersection where Yardmaster COUrt/Private Driveway has an east -west alignment and Martinsburg Pike has a north -south alignment The eastbound approach consists of one shared left turn/through lane and one exclusive right turn lane. The westbound approach consists of one shared left turn/through/right turn lane. The northbound approach consists of one exclusive left turn lane and one shared through/right turn lane. The southbound approach consists of one exclusive left turn lane, one through lane, and one exclusive right turn lane. The Institute of Transportation Engineers (ITE) Trip Generation Manual, I Ith Edition was used to determine the number of trips generated by the proposed land use. . As indicated in the Traffic Impact Analysis, prepared by Bowman Consulting Group & dated April 2011 2022, the project will not affect Yardmaster Court. 1019 Route 519 • Eighty Four, PA 15330 • 724-228-8820 LUMBER COMPANY D. Sewage Conveyance and Treatment The projected sewage flow for the project(one phase , max build out) is based on a total of 25 employees at 10 gpd/employee for a total of250 gpd. Sewage flows will be collected by a public gravity sanitary sewer main along Yardmaster Court. The existing 8" sewer main is approximately 200 feet from the proposed buildings with restrooms. Min capacity for the existing sewer, with 1% slope, is 2.4 MGD E. Water Supply Domestic water demand will be approximately 250 gal/day Fire flow demand will be approximately 1500 gal./min for the largest building (20,000 sf'). A fire flow test on the existing hydrants will be performed to verify existing water capacity -since he existing water main currently services the existing 84 Lumber truss plant facility, adequate supply is expected. The existing water main is approximately 200 feet from the proposed buildings requiring water service. F. Drainage An existing stormwater management easement is located at the southwest corner of the property. This easement serves as stormwater management for the existing 84 Lumber Truss facility to the west. This easement will be abandoned, and a new stormwater management facility will be constructed at the easterly edge of the property. The new stormwater facility will provide stormwater quality and quantity control for both the existing 84 Lumber truss plant as well as the proposed truss plant expansion. G. Solid Waste Disposal Facilities Based on the proposed operation, the expected sold waste from this facility will be less than 20 tons/year II. historic Sites and Structures The land being rezoned is vacant and undeveloped, containing no historical structures. The adjoining properties also have no historic structures. I. Impact on Community Facilities The existing adjacent 84 Lumber truss facility generated approximately 35 million dollars in sales in 2021. This proposed expansion can be expected to generate an additional 20-30 million in sales within the first five years. As a result of the development, payment in the amount of &015 //building square foot is offered to offset additional costs to Frederick County, more specifically Fire and Rescue. J. Other Impacts The proposed office space shall consist of 2,000 total square feet, well below the maximum of 24,750 in a zoned M-I Property. Residential density will not apply Sine ref James A Zaunick, P.E. 1019 Routc 519 • Eighty Pour, PA 15330 • 724-228-8820 0 • COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 May 9, 2022 Guy A. Flament, Jr. (via email: guy.flament@841umber.com) Permit & Project Coordinator 84 Lumber Company 1019 Route 519, Building 4 Eighty Four, PA 15330 RE: Proposed Rezoning for 84 Lumber Truss Plant Expansion Property Identification Number (PIN): 44-A-75G Dear Guy: I have had the opportunity to review the draft rezoning application for 84 Lumber. This application seeks to rezone 10.90-acres from B3 (Industrial Transition) district to the M1 (Light Industrial) district. The review is generally based upon the proffer statement dated April 26, 2022. Prior to formal submission to the County, please ensure that these comments and all review agency comments are adequately addressed. At a minimum, a letter describing how each of the agencies and their comments have been addressed should be included as part of the submission. 1. Northeast Frederick Land Use Plan — Land Use. The Comprehensive Plan and the Northeast Frederick Land Use Plan provide guidance on the future development of the property. The Comprehensive Plan identifies this property with a "commercial" land use designation and is within the limits of the SWSA. The proposed MI Zoning is inconsistent with the Northeast Frederick Land Use Plan as it relates to this area. 2. Impact Analysis. The Impact Analysis statement should be amended to describe the relation of the proposed rezoning to the existing M1 zoned parcel to the west, also owned by 84 Lumber, and the proposed use of the property (expansion of truss plant). 3. Power of Attorney. Please have the property owners complete a special limited power of attorney form which autllorizcs you to represent them during the application process. 4. Transportation Comments. There appears to be no measurable impact to existing roadways or level of service as stated in the "Executive Summary" of the included Traffic Inymct Analysis. Staff may also provide additional comments related to the proposed changes if warranted subject to adjustments requested by VDOT. 84 Lumber Truss Plant Expansion Preliminary Rezoning Comments May 9, 2022 Page 2 5. Agency Comments. Please provide appropriate agency comments from the following agencies: Frederick County Department of Public Works, Frederick County Fire Marshal, Frederick Water, Virginia Department of Transportation (VDOT), and the County Attorney. 6. Fees. Based on the fees adopted by the Board of Supervisors on December 11, 2019, the rezoning fee for this application would be $11,090 based upon 10.90 acres. All of the above comments and reviewing agency comments should be appropriately addressed before staff can accept this rezoning application. Please feel free to contact me with questions regarding this application. Sincerely, p rr M. Tyler Klein, AICP Senior Planner MTK/pd DOCUMENT APPROVAL FORM PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL, INITIAL AND PROVIDE THE DATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL, PLEASE PROVIDE COMMENTS AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED. Initials Vacant Date & Time Mark Tyler I ' `� E Z John Wyatt Vacant RECEIVED COMMENTS: JUN 12022 L FREDERICK Received by Clerical Staff (Date & Time): ELOPMENT 1�5�ZZ r► COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 NOTIFICATION OF PUBLIC HEARING July 27, 2022 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNER(S) RE: IZEZONING APPLICATION 1/04-22 FOR 84 LUMBER WINCHESTER On behalf of the Frederick County Board of' Supervisors, you are hereby notified of a public hearing being held on Wednesday, August 10, at 7:00 pin in the Board Room of' the Frederick County Administration Building at 107 North Kent Slrect, Winchester, Virginia to consider the following application: Rezoning #04-22 of 84 Lumber Winchester submitted to rezone 2.21-acres from 133 (Industrial 'transition) District to the M i (Light Industrial) District with proffers, and 8.69-acres fi-om the 133 District to the M i District with proffers, totaling 10.9-acres. These properties are located northwest of' the intersection of Martinsburg Pike (Route 1 1) and Yardmaster Court and are identified by Property Identification Numbers 44-A-75F and 44-A-75G in the Stonewall Magisterial District. Citizens wishing to make public comment on a public hearing item are strongly encouraged to do so in writing rather than in person at the nlccting. Comments on the above may be submitted to the commission via: Electronic conunenting On the County wcbsite at www.fcva.us/PCMeetings (Click on eComment for the August 10, 2022, nlccting). Email to County staff at kvacchio(a)ICva.us or ann.phillips(rr)fcva.us Mail to Planning Department — August 10, Public Hearing Comments, 107 N. Kent St., Winchester, VA 22601. Include your name, addl-CSS and magisterial district. In person by calling (540) 665-5651 to al'rangC to (1l'ol) Oft y011l' C0111111CI1tS. General inquiries concerning the above itenl(s) may be addressed to the Department of Planning and Development between the hours of 8:00 a.m. and 5:00 p.m. Monday through Friday, 107 North Kent Street, Winchester VA 22601, (540) 665-5651. Any subject files(s), including the full text of any ordinance or of any Otllcr ltelll(S) to be adopted are available at the Office of Planning and Development or at: www.fcva.us/PCMcetinls. Sincerr I M. TY lcr Klein,' ' Scnior Planner 107 North Kent Stl-Cet, Suite 202 • Winchester, Virginia 22601-5000 • • Till' is to certify that the attached correspondcnce was mailed to the following on -t Zc)2ZZ from the Department of Planning and Development, Frederick Cou ty, Vi -ginia: 44-A-89 44-A-75B APAC Virginia Inc. 84 Lumber Winchester P.O. Box 339 1019 Route 519 Stephenson, VA 22656 Eighty Four, PA 15330 44-A-89A Franklin LF & Sons 44-A-76A P.O. Box 339 Deborah Mullins Stephenson, VA 22656 P.O. Box 243 Stephenson, VA 22656 44-A-75 JRE Winchester LLC 44-A-76B 11047 Leadbetter Road Florence Conard Ashland, VA 23005 P.O. Box 202 44-A-75D Stephenson, VA 22656 JRE Winchester LLC 44-A-76C 11047 Leadbetter Road Ann Wilder Ashland, VA 23005 P.O. Box 251 Bowman Stephenson, VA 22656 Attn: Jerry Dove, PE, LEED AP 44-A-76D 101 South Street, SE Edward May Leesburg, VA 20175 2851 Martinsburg Pike Stephenson, VA 22656 M. Tyler Klein cnior Planner Frederick Coiditly Planning Department STATE OF VIRGINIA COUNTY Or FREDERICK I, LPC, t o a Notary Public in and for the State and County aforesaid, do hereby certify that M. Tyler Klein, Planner for the epartn ent of Planning and Development, whose name is signed to the foregoing, dated �,)-1 , has personally appeared before me and acknowledged the same in my St to and tounty aforesaid. Given under' illy hand this day of My CO111SS101 eX ln'CS 011 �•�-LQ /Yv\,l� D1 k 13 0 NOTARY PUBLIC T PAMALA DEETER NOTARY PUBLIC REGISTRATION # 354474 COMMONWEALTH OF VIRGINIA MYD 0 EMBER 311, 2026 ES Pierce Hardy Limited Partnership Attn: Guy Flament 1019 Route 519 Eighty Four, PA 15330 • Jim Zaunick 1019 Route 519 Eighty Four, PA 1.5330 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 NOTIFICATION OF PUBLIC HEARING July 6, 2022 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNER(S) RE: REZONING APPLICATION 804-22 FOR 84 LUMBER WINCHESTER On behalf of the Frederick County Planning Co1111llisSloil, you are'liereby notified of a public hearing being held on Wednesday, July 20, at 7:00 pin in the Board IZoorn of the Frederick County Administration Building at 107 North Kcnt Street, Winchester, Virginia to consider the following application: Rezoning #04-22 of 84 Lumber Winchester submitted to rezone 2.21-acres from i33 (Industrial Transition) District to the M 1 (Light industrial) District with proffers, and 8.69-acres from the 133 District to the M i District with proffers, totaling 10.9-acres. "These properties are located lioi"thwcst of the intersection of Martinsburg Pike (Route 11) and Yardniaster Court and are identified by Property Identification Numbers 44-A-751', and 44-A-75G in the Stonewall Magisterial District. Citizens wishing to make public comment oil a public llcaring item are strongly encouraged to do so in writing rather than in person at the ineeting. Comments on the above may be submitted to the commission via: Electronic commenting on the County wcbsite at www.fcva.us/PCN,Ieetings (Click on eComment for the July 20, 2022, meeting). Email to County staff at kvacchio a)fcva.us or sconncr(r)fcva.us Mail to Planning Department — Rily 20, Public Hearing Comments, 107 N. Kent St., Winchester, VA 22601. Include your name, address and magisterial district. In person by calling (540) 665-5651 to arrange to drop off your comments. General inquiries concerning the above iteni(s) may be addressed to the Department of Planning and Development between the hours 01' 8:00 a.m. and 5:00 p.m. Monday through Friday, 107 North Kent Street, Winchester VA 22601, (540) 665-5651. Any subject files(s), including the full text of any ordinance or of any other item(s) to be adopted are available at the Office of Planning and Development or at: www.fcva.us/PCMecting.s Sincerely, /711, �q/44-- M. Tyler Klein, AICP Senior Planner 107 North Kcnt Strcct, Suitc 202 • Winchester, Virginia 22601-5000 • This is to certify that the attached correspondence was mailed to the following on —1 Q, I Z,Z from the Department of Planning and Development, Frederick County, /irg nia: 44-A-75 D 44-A-75B JRE Winchester LLC 84 Lumber Winchester 11047 Leadbetter Road 1019 Route 519 Ashland, VA 23005 Eighty Four, PA 15330 44-A-89 APAC Virginia Inc. 44-A-76A P.O. Box 339 Deborah Mullins Stephenson, VA 22656 P.O. Box 243 Stephenson, VA 22656 44-A-89A 44-A-7613 Franklin LF & Sons Florence Conard P,O. Box 339 P.O. Box 202 Stephenson, VA 22656 Stephenson, VA 22656 44-A-75 JRE Winchester LLC 44-A-76C 11047 Leadbetter Road Ann Wilder Ashland, VA 23005 P.O. Box 251 44-A-75D Stephenson, VA 22656 JRE Winchester LLC 44-A-76D 11047 Leadbetter Road Edward May Ashland, VA 23005 2851 Martinsburg Pike Stephenson, VA 22656 M. Tyler n, Senior tanner Frederick County Planning Department STATE OF VIRGINIA COUNTY OF FREDERICK I, '/'n-�,Q c,I , a Notary Public in and for the State and County aforesaid, do hereby certify that M. Tyler Klein, Planner for the Department of Planning and Development, whose name is signed to the foregoing, dated —i LQ L�� --2— , has personally appeared before me and acknowledged the same in my State ai d County aforesaid. -1l, Given under my hand this day of J, o —r1 My commission expires on -1 A LQ-A 0 D--) (P NOTARY PUBLIC Bowman • • Attn: Jerry Dove, PE, LEED AP 101 South Street, SE Leesburg, VA 20175 /1 • �J c'cA IN rY of t tzt Dr.tttCt; I )epat uuent of Ilanning and I c• elopment 540 665-5651 Fax: S40 665-6395 NOTIFICATION OF PUBLIC HEARING July 6, 2022 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNER(S) RE: REZONING APPLICATION #04-22 FOR 84 LUMBER WINCHESTER On behalf of the Frederick County Planning Commission, you are hereby notified of a public hearing being held on Wednesday, July 20, at 7:00 pm in the Board Room of the Frederick County Administration Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Rezoning #04-22 of 84 Lumber Winchester submitted to rezone 2.21-acres from B3 (Industrial Transition) District to the Ml (Light Industrial) District with proffers, and 8.69-acres from the B3 (industrial �n sition) District to the Ml (Light trial) District ��ith proffers. totaling 10.9-acres. These properties are located northwest of the intersection of Martinsburg Pike (Route 11) and Yardmaster Court and are identified by Propert} Identification Numbers 44-A-75PSO 44-A-75G in the Stonewall Magisterial District. Ofizens wishing to make public comment on a public hearing item are strongly encouraged to do so in writing rather than in person at the meeting. Comments on the above may be submitted to the commission via: Electronic commenting on the County website at P( %1cctinw,, (Click on eComment for the July 20. 2022, meeting). Email to County staff at i I: �,i US 111 � klllhcl f IL �'l u� Mail to Planning Department — July 20, Public Hearing Comments, 107 N. Kent St., Winchester, VA 22601. Include your name, address and magisterial district. In person by calling (540) 665-5651 to arrange to drop off your comments. General inquiries concerning the above item(s) may be addressed to the Department of Planning and Development between the hours of 8:00 a.m. and 5:00 p.m. Monday through Friday, 107 North Kent Street, Winchester VA 22601, (540) 665-5651. Any subject files(s), including the full text of an,, ordinance or of am other item(s) to be adopted are available at the Office of Planning and Development or at Sincerely, M. Tyler Klein, AICP Senior Planner �� 107 North Pent Sun . S 11 e 102 • Wniclie sic r, Virginia 2200 1 -5000 • ADJOINING PROPERTY OWNERS 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 NameDeborah Mullins P.O. Box 243 Stephenson, VA 22656 Property n44-A-76A NameFlorence Conard P.O. Box 202 Stephenson, VA 22656 Property 844-A-76B NameAnn Wilder P.O. Box 251 Stephenson, VA 22656 Property 944-A-76C ward May 2851 Martinsburg Pike Stephenson, VA 22656 F44-A-76D NameAPAC Virginia, Inc. P.O. Box 339 Stephenson, VA 22656 Property H44-A-89 NameFranklin LF & Sons P.O. Box 339 Stephenson, VA 22656 Property n44-A-89A NameJRE Winchester LLC 1104 Leadbetter Road Ashland, VA 23005 Property 944-A-75 NameJRE Winchester LLC 11047 Leadbetter Road Ashland, VA 23005 Property 844-A-75D Name Property # 16 Adjoining Properties Parcel ID Number Use Zoning 44-A-7513 Truss Manufacturing Facility — Lf LJM M1 44-A-76A i� ; r��K`;,� (r,� Residence f J. (SO)z ZyS, ST-EP14WS 25(6 RA 44-A-7613 ;"lot"et-we Qj Residence F, O. Bay 2a Z S rtDH C%W-* �� ; RA 44-A-76C P4 - iatlder- Residence F,D. goy 251 ST�pWC-,Np,(4 (OS U RA 44-A-76D Fj'A p A a,-:, Residence Z 8S1 ryAaKrfNSr3OR6 Pt kG sa%7HENsorA RA 44-A-890- V -g' Construction and Paving Company g2 44-A-89A �ankj; i c 05 Construction and Paving Company B2 44-A-75 TWi V,0,}et Vacant Land 63 44-A-75DO-\Alj ht G f, 4t r Vacant Land B3 dl04-7 L64L?gErrt;c 9-0 �SK��qAj0,1 ,* 23005 0 'D(9l—p)OU+,e G ! ei 5hj-y , 1 s 3 3 9 0 FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT MAP REQUEST DATE RECEIVED: 06/16/22 REQUESTED COMPLETION DATE: 07/08/22 REQUESTING AGENT: Pam STAFF MEMBER: Tyler TYPE OF MAP: Comp Plan Transportation _ Locator ✓ TDR Ag & Forest District CIP Othcr ✓ PIN: 44-A-75F & 44-A-75G DESCRIPTION OF REQUEST: Rez# 04-22 84 Lumber Winchester Thank Youl Submit