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Home My WebLink About25-20 Signed First PageREZONING NOTES (CASE#03- 0 General Development Plan The development of the subject property and the submission of any Master Development Plan shall be in conformance with all pertinent County regulations and shall be in substantial conformity with the Generalized Development Alan, dated June 20, 2003, sheet 5 of 5, which is attached hereto and incorporated by reference. Street Improvements The applicant shall design and construct all roads on the subject property consistent with the County's adopted Round Hill I and Use Plan for the area, and according to uniform standards established by the Virginia Department of Transportation (VDOT), and as may be provided in these proffers as' Illustrated on the Generalized Development Plan which is attached hereto and incorporated herein by reference, 1, On US. Route 50 a new intersection shall be created to allow the relocation of VA Route 803 and to allow the intersection with a major collector road serving the WWW site, Work involved with this item to include left turn lanes on US. Route 50westbound lane and eastbound lane li db DO i i . The f b provided b owner, It is anticipated that the Route 803 relocation will be su e VOOT fndn within the median and right turn lanes onto Route 803 fEBt) and the ma jor collector (WBtG The intersection to be spotlight controlled, The design for Route 603 relocation o e p o ded ypp y g applicant will be responsible to insure that funding is in place at the time of the in(fial site development phase of the project since the Route 803 relocation is a. requirement for initial operation of the commercial center. See item I U. 2. On U.S. Route 50, a new travel lone to be constructed on the north side of the westbound lane from the termination of the VMC (de6rangel proffer to the western limits of tha WWW, LC site. See item (2). 3 Two unsignalized intersections with US, Route 50 to be constructed at existing crossover points as shown. This inctudes all worknecessary to upgrade the crossovers to VOOT standards. See item (3). 4. A major collector road with 51ane connection to U.S Route 50 and extending approximately 2900' to connect(on with the major collector to be constructed by the Winchester Medical Center. The time and phasing sequence of this road will be determined at the time of Master Development Plan approval. See item (41• 5. On VA Route 37 an additional travel lane with transition shalt be added to the northbound on ramp in order to accommodate the dual lane left turn on US, Route 50, eastbound lane constructed by WMC Transportation items 1, 2, 3, and5 shall be constructed during the initial site development phase of the project and shall be either complete or bonded for completion prior to issuance of the first occupancy permit in the event the Winchester Medical Center has.not constructed items 1 through 6 obtained in their proffer on April 3, 2003 (as approved by Frederick County Board of Supervisors) then WWW, L f. will cause this construction to proceed simultaneously with items 12, 3, and 5 above so that all Route 50 and Route 37improvements contemplated by both of the proffers will be completed prior to the issuance of the first occupancy permit of WWW; L,C. The applicant shall limit entrance connections onto U.S. Route 50 to three connection points as shown on GDP. notexceed 15000 TPD avera a weekday volume without further a rovat b a The combined trigeneration ADT shot! e d 1 The applicant shalt prepare a traffic generation estimate for uses eslablishedby the Site Development Plan to be submitted for initial construction approval to the County, p ( ) ( g y pp y i rsi s e submitted review v ila review as individual site laps and subd v on for future uses are u d for the County. The actual trip generation from the project shall be measured by the WWW, L.f Management annually from data collected in May with results due on July 1 of each year, and be a a bie for re e d1 e p by VOOT and the County. The combined traffic impact for the 70 acre site is not to exceed 15,000 TPD (average weekday volume) when current actual counts and proposed counts are added for cumulative total. If the cumulative total for any site plan at WWW causes the total to exceed 15,000 TPD then it is agreed that the applicant shutf not file additional site plan applications until the County is satisfied that adequate and manageable levels of service will exist on state or internal site roadways. The 511 code system and the ITE shall be utilized for the subject projections, The applicant shall preform an updated TiA of the project intersections on U.S. Route 50 and of the Route 501 Route 37 interchange when traffic generation from the 70 acre site reaches 15,000 IPO (average weekday volumcl, The county may revise this 15,000 TPD limit up word without modification of this proffer agreement, should results of the TiA show that additional loading is appropriate. Historic Preservation . The existing home 0469) to be characterized by historical report prior to.removaE: . Landscape Design Features The development of the subject property and the submission of any Master Development Plan shall include the following landscape design feature provided in these proffers and as illustrated on the Generalized Development Plan dated June 20, 2003 which h attachedhereto and incorporated herein by reference. A fifty foot 1507 landscaped green strip along the U.S. Route 50 frontage portion of the site including an 8' hikerlbiker trail. Internal parking, travelways, and commercial structures shall not exceed closer than 50' to front right of way line on US Route 5Q Inset of the 6DP !sheet 5 of 5) is an Nustrative detail shown for the purpose of establishing a standard of quality to be implemented upon final design. A ten foot 110 landscaped buffer area along the northern property line landscaped with white pine evergreen trees or an equal plant species, with white pines to be a minimum of four feet (41 in height when planted and planted of ten foot (107 intervals 06). Oa Site Development All structures shall be designed to meet. the following standards, 1. Materials utilized for the facades of the buildings shall include but no t he limited to concrete masonry units (CMUI brick, architectural block, dryvit, or other simulated stucco (EFTS), real or simulated wood and/or glass. Z. All buildings within the development on the property shalt be constructed using compatible architectural style and materials, and signage for such buildings shall be of a familiar style and Nterials, 3. All buildings on the property shalt be developed as a cohesive entity, ensuring that building placement, architectural freatment, parking lot lighting, landscaping trash disposal, vehicular and pedestrian circulation, and other development elements work together functionally and aesthetically. 4. A single monument type sign shall be utilized near each project entrance (total of 31 to describe internal features. Sign height shall be limited to 20' within the 50' landscope area along U.S. Route 50. Individual signs to be allowedper ordinance requirements to announce individual uses. On building signage to be the preferred sign type for individual uses. No other signs shall be located within the 50' buffer area. DEVELOPMENT DA TA DEVELOPMENT NAME: TRACTOR SUPPLY STREET ADDRESS: _ WALMART DRIVE WINCHES TER, VIRGINIA PARCEL NUMBER: 52 A E INSTRUMENT INSTRUMENT #08-000.7956 ZONING D1SfRtCT(S): B-ZGENERAL BUSINESS DISTRICT REZONiNGCASE03-03 PREVIOUSL Y APPROVED SITE PLAN: SP #26-04 MAGISTERIAL DISTRICT: GAiNESBORO 'TOTAL SITEACRES, 215, 9985F (4.96 ACRES] DISTURBED AREA: 145, 900 SF (33O AC) LATITUDE & LONGITUDE: N39193846, W-7947478 INSIDE TOWN LIMITS: NO EXISTING USE, VACANT PROPOSED BUILDING USE: RETAIL STANDARDiNDUSTRIAL CLASSIRCATION. 53 WATERISEWER: FREDERiCKWATER HUG 010700040902 PROPOSED BUILDING AREA: VESTIBIAL E• 297 SF SALES AREA: 15,176 SF OFFICE CORE: 668 SF STOCKROOM., 2,525 SF STRUCTURAL WALLS: 365 SF TOTAL AREA: 19, 031 SF FENCED OUTDOOR DISPLAY AREA: 15, 000 SF MAX. BUILDING HEIGHT.• 35 FT BUILDING HEIGHT PROPOSED: 29'-6" MIN LOT AREA: NIA HINLOT WIDTH, N/A. MiN LOT DEPTH.• N/A FRONT SETBACK., 35FT MINOR STREET FRONT SETBACK PROVIDED. 36' (RETAIL BL V01, 211' (WALMART DRIVE) REAR SETBACK: NIA SIDE SETBACK, NIA FL OOR AREA TO LOT RATiO (FAR): 0.088 MINIMUM LANDSCAPE AREA: 15% OF LOT OFF-5TREETPARKING: PARKING REQUIREMENT 1 SPACE PER 200 SF RETAIL FLOOR AREA TOTAL REQUIRED: 76 115,1765F SALES FLOOR/200) TOTAL PROVIDED: 95 PARKING SPACE DIMENSIONS: 10' x 20' MIN ACCESSIBLE SPACES PROVIDED, 4 LADING AREA: 1 PROVIDED LEGEND OF S TA NDA RD SYMBOLS > t16MT POLE A M MIONTAL CONTROL POiNT POLE +++}- GUY TLIFCONM,APPARATUS � TEMPORARY BENCH MARK ELECTRIC APPARATUS BN WELL � BQREMOLE GAS ASSENBLY Q SAA7TARYMANNDLf ® BURIED CABLE MARKER S16N LARGE SIGN . n CLEANOUT SEPTIC TANK TREE[!Nf ill CATCNBASiN �s FIRENYDRANT ® RUTLETCONTROL STRUCTURE D4 WATER VALVE O STORMORAINCLEANOUr WATfRMETER ri RAREDENUSECTION ® 8ACKROW PREVENTER FOtEAfPT.CONNFCTION _-� STORMORAINA6EPIPE To PROPOSED CONTOUR -------- TOP OfSTREA11 — EXISTI16CONTOUR BUFFERLIMIT TELERIIQNEPMSTAL t 1 11 L._ J k V I U J /—1 1 t L r7 J U 1 11 IQJ ti I ON -SITE AREA = 215,998 SF (4.96 ACJ BUILDINGS 19,031 SF 0.44 ACREIS) 681 XOFAREA SIDEWALK 8,415 SF 0.19 ACRES) 3.90 X OF AREA PAVEMENT 66,Y55 SF 1S4 ACRES) 31.00 X OF AREA OUTDOOR STORAGE (FENCED OUTDOOR OISPLAYAREA) 15000 SF 034 ACREIS) 6.94 % AREA EXISTIN5PAVEMENT(WALMAR TIOADiNG&WALMART DRIVE) 27070 5F 0.62 ACREI5) 12.53 XOFAREA TOTAL IMPERVIOUS AREA 136,471 SF 3.133 ACRE(S). 6118 X OF AREA. GREENIOPEN SPACE 79,527 SF 1626 ACRES) 36.82 X OF AREA INCREASE INIMPERViOUSAREA, . 109,401 SF 251 ACRE(S) MOTOR SUPPLY COMP DE VEL OPERI PROPER T Y OWNER Prilinax Properties, LLC Attn, Adam Sellner 1100 E Morehead Street Charlotte, NC 28204 704 - 954 - 7224 asellnerga prlmaxinJr.operties,cora ID PROPERTIES LLC Cl V I L ENGINEER Triangle Site Design, PL L C 4,004 Barrett Drive Suite 101 Raleigh, NC 27609 (919)553- 65 70 d owder0triang(esitedesign,com SITE DESIGN SiTE PLAN APPROVAL NAME UAT E SITE PLAN NUMBER 5 7c. ZONING ADMINISTRATION APPROVAL S11 ill ATURE NAME (PRINT) 2 APPROVAL DATE SITE PLAN IS VAL10 FORA PERIOD OFFIVE 15) YEARS INDEX OF DRAWINGS C0.0 COVER SHEET CO. I GENERAL NO TES D 1, 0 DEMOL i TION PL A N C�0 SITEPLAN C I GRADINGDRAINAGE PLAN C1.2 UTILITY PLAN CU UTILI TY DETAILS C 14 CONS TRUC TION DETAIL S C1,5 5TORMWA TER DETAILS C1,6-1 PHASE 1 EROSION & SEDIMENT CONTROL PLAN C 1, 6 -- 2 PHA SE 2 EROSION & SEDI MEN T CON TROL PL A N C 1, 6A EROSION & SEDI MEN T CON TROL S TA NDA RD NO TES C 16B EROSION & SEDI MEN T CON TROL S TA NDA RD NO TES C16C EROSION & SEDIMENT CONTROL 5TANDA RD NOTES C1.7 LANDSCAPE PLAN I OF 2 BOUNDARY SURVEY 2 OF 2 BOUNDARY SURVEY 1 OF I LIGHTING PLAN W H r s CONSUL TANT• Triangle Site Design, PLLC 4004 Barrett Drive, Suite 101 Raleigh, NC 27609 (919) 553-6570 mlowder@trianglesi.tedesign.com TH p,c � c MA T THEW E L OWDER A No. 037 10 4 w FSSIDN OWNERIDEVELOPER.- Primax Properties, LLC Attn, Adam Sellner 1100 E Morehead Street Charlotte, NC 28204 704- 954-7224 asetlner@primaxproperties.com 1- 1 �, I "X PROPERTIES, LLC Mom. .1 MeTop'"IFLYCOWMy d a E, C This document, together with the concepts and designs presented herein, as an instrument of servires, is intended only for the specific purpose and client for which it was prepared Reuse of and improper reliance on this document without written authorization and adaptation by Triangle Site Design, PL.LC shall be without liability to Triangle Site Design, PLLC, Drawn Checked Approved Project No. 001052 Date: Augusts, 2020 Title CO VER SHEET Sheet No. co, �