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HomeMy WebLinkAbout45-08 Sheetz Rt. 7 Carwash - Carwash, Gas Station - Red Bud - Backfile0 N N 3� RECEIVED FROM � ADDRESS J5-ZQ U ll t r DATE 'N O. s i ,' s-n c DOLLARS S -C� ❑FOR Cl FOR RENT • o • �.:. 'J� 1r 1 L L':� }Z AMT. OF CASH U/ 1) ACCOUNT AMT. PAID CHECK BALANCE MONEY a DUE ORDER BY 1 SITE PLAN TRACKING SHEET Date: File opened / 0 r Reference Manual updated/number assigned / D-base updated File given to Renee' to update Application Action Summary CLOSE OUT FILE: 101 o 10t Approval (or denial) letter mailed to applicant/copy made for file i o o9 File stamped "approved", "denied" or "withdrawn" /0O U Reference Manual updated 0 d D-base updated A040 �, It File given to Renee' for final update to Application Action Summary P,-/t �,�, �Q c. � c- �f r U:\Bcv\CDMMDATrad:ing ahras\Si¢ plan Tracking wpd p,e istd 02107/D3 SITE PLAN ATPEICATION CHECKLIST The checklist shovrn below specifies the informafion which is required to be submitted as part of the site plan applicafzon. The Deportment of Planning & Develapment v ill review the application to ensure that it is replete prior to accepting it. If any portion of the application is not complete, it vU be retuned to the c--pplrCant(s). (1) One (1) set of approved comment sheets are required from each relevant rnriew agency prior to final approval of a site plan. It is recommended that applicants contact the Department of Planning & Development to determine which review agencies' are relevant to their site plan application_ A list of potentially relevant rnjei W agencies is shown below: Frederick County Department of Planning & Development Department of GIS (Geographic Infom,6on Services) Frederick County S anitafion Authority / Frederick County Building Inspections Deparfannent ✓ Frederick County Department of Public Worlas V Frederick County Fire hfamb-al �{ Frederick County Health Department X Frederick County Department of Parks & Recreation v/_Virginia Department of Transportation (V�OT) ll City of VFmchester Town of Stephens City Town of Afiddletown Frederick County / Vmchester Airport Authority (2) One (1) copy of the Site Plan application form. (3) Payment of the site plan review fee. 4 One 1 r roducible co of the Site Plan if re uired O O eP PY ( 4 )• C� Request For Site Plan Comments Frederick County Public Works Department Mail to: Frederick County Public Works Attn: Director of Engineering 107 North Kent Street Winchester, VA 22601 (540) 665-5643 Hand deliver to: III 107 N. Kent Street, Suite 2a0 2 North Building, 2nd Floor Winchester, VA (540) 665-5643 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Patton Harris Rust & Associates Address: 117 E Piccadilly Street, Suite 200 Winchester, VA 22601 Phone Number: 540.667.2139 COUNTY Name of development and/or description of the request: Sheetz Rt. 7 Carwash Addtion Location of property: Intersection of Berryville Pike & Regency Lake Drive Public Woks Department's Comments: Public Works Department tine Only Date received Date revision received Incomplete Incomplete Date reviewed Date reviek�ed Signature and Date Sienature and Date (revision) Date approved blz1/oe I October 30, 2008 Mr. Cyrus Kump Patton Harris Rust & Associates, PC 117 E. Piccadilly Street, Suite 200 Winchester, Virginia 22601 10 C " T RICK Department of Planning and Development 540/665-5651 FAY: 540/ 665-6395 RE: Approval of Site Plan #45-08; Sheetz Route 7 Carwash Addition Property Identification Number (PIN): 54-A-105 Dear Cyrus: The above -referenced site plan was approved on October 30, 2008. The site plan is approved for the addition of a carwash to the existing Sheetz Gas Station located at 1683 Berryville Pike in the Stonewall Magisterial District. Required site improvements include the following: • Addition of a carwash with equipment room at the western portion of the site. • Addition of a vacuum area within an island. • Replacement and addition of landscaping as shown on sheet 4. • Removal of a fenced area within the rear parking area, relocation of a shed within the parking area and the revision of the dumpster screening. All requirements of the Frederick County Zoning Ordinance have been met in the approved site plan, including review agency comments from all relevant review agencies. I am providing you with five (5) copies of the approved site plan. Please forward these copies to the appropriate representative(s). Furthermore, advise the owner(s) that a copy should be kept for future ref rence, and an approved copy must be kept on the construction site throughout the development process. Once site development is complete, the owner(s) should contact this office to schedule an on -site inspection. Do not hesitate to contact me if you have any questions. Sincerely, Candice E. Perkins, AICP Senior Planner CEP/bad Attachments cc: Charles DeHaven Jr., Stonewall District Supervisor Gary Oates and Richard Ruckman, Stonewall District Planning Commissioners Commissioner of the Revenue Jane Anderson, Real Estate Sheetz, Inc., John Maxwell, 5600 Sixth Avenue, Altoona, Pennsylvania, 16602 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Patton Harris Rust & fociates • Engineers. Surveyors. Planners. Landscape Architects. PR+A 117 East Piccadilly Street HWinchester, Virginia 22601 540.667.2139 F 540.665.0493 Memorandum 493 To: Candice Perkins Organization/Company: From: Date Project Name/Subject: Frederick County Planning Joanne Maidens October 28, 2008 Sheetz - Route 7 Carwash Addition Please find attached 7 sets of plans provided here for your approval. Please call if you have questions. Patton Harr iOust & Associates • October 22, 2008 Candice Perkins Frederick County Planning 107 N. Kent Street Suite 202 Winchester, VA 22601 RE: Sheetz Route 7 Carwash Addition PT A We offer the following responses to your comments dated August 8, 2008. H1. Dumpster Screening. The dumpsters are currently enclosed by chain -link fencing; this chain -link fencing needs to be replaced by board -on -board screening. The plan has been revised to call for the chain -link fence at the dumpster enclosure to be replaced with board -on -board gates. V'e ..... 0—, t 2. Wooden Shed. The wooden shed that has been placed in the parking lot needs to be removed or relocated. The fenced area in the parking area needs to be removed as well. The wooden shed has been relocated behind the curb. 3. Vacuum Area. The vacuum area needs to be placed within an island surrounded by a six inch curb. A 6" island has been added at the vacuum area. 4. Setbacks. On sheet 2 under the project summary, the setback from Route 7 is 50 feet. MAE 1,A1101< , . Set back has been corrected on sheet 2. 5. Shrubs/Parking/Screening. There are numerous areas where parking lot shrubs are missing or not present; provide shrubs as indicted on sheet 5. Additional shrubs have been added. Please find one set of the revised plan attached for your review. PEFIr4"'[J "'A 0', i Please call if you have any questions. T Regards, PATT S UST & ASSOCIATES e idens OCT 2 2 • • Request For Site Plan Comments Frederick County Public Works Department Mail to: Frederick County Public Works Attn: Director of Engineering 107 North Kent Street Winchester, VA 22601 (540) 665-5643 Hand deliver to: 107 N. Kent Street, Suite 200 North Building, 2"d Floor Winchester, VA (540) 665-5643 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Patton Harris Rust & Associates n Address: 117 E Piccadilly Street, Suite 200 Winchester, VA 22601 1 AUGi) 1 Phone Number: 540.667.2139 WIpSC0UNIY Name of development and/or description of the request: Sheetz Rt. 7 Carwash Addtion Location of property: Intersection of Berryville Pike & Regency Lake Drive Public Works Department's Comments: 6t/2 s Imo► n-ta Grp ti,�-, Public Works Department Use Only Date received Date revision received Incomplete Incomplete Date reviewed Date reviewed Signature and Date � SiQnature and Date (revision) Date approved From:LIFESAFE O8/12/2008 10:07 74285 P.001/001 • • c4', - Control number Date received SPOS-0043 8/51200B Project Namc Rt. 7 Sheetz Carwash Addition Address City 117 E. Piccadilly St , Suite 200 Winchester Type Application Tax ID Number Site Plan 54-A-105 Current Zoning B-2 Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments Date reviewed Date Revised 8/12/2008 Applicant Patton Harris Rust & Associates State Zip Applicant Phone VA 22601 540-667-2139 Fire District 18 Automatic Fire Alarm System No Hydrant Location, Adequate Roadway/Aisleway Width Adequate Rescue District 18 Election District Red Bud -aesidential Sprinkler System No Fire Lane Required Yes Special Hazards No Plan Approval Recommended Reviewed By Signature r 9� Yes J. Neal- • tt Title s�T Yi Request For Site Plan Comments Frederick County Sanitation Authority Mail to: Hand deliver to: Frederick County Sanitation Authority 315 Tasker Road Attn: Engineer Director Stephens City, VA P.O. Box 1877 (540) 868-1061 Winchester, VA 22604 (540) 868-1061 AUG Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Address: Phone Number: Patton Harris Rust & Associates 117 E. Piccadilly Street, Suite 200 Winchester, VA 22601 540.667.2139 Name of development and/or description of the request: Sheetz Rt. 7 Carwash Addtion Location of property: Intersection of Berryville Pike & Regency Lake Drive Frederick County Sanitation Authority's Comments: v C7 W,6 A107 !iV VOG-VXED, Sanitation Authority use only Date received Incomplete Date reviewed Signature and Date Signature and Date (revision Date revision received Incompleten 14 Date approved • • Joanne M. Maidens From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Smith, Matthew, P.E. [Matthew.Smith@vdot.virginia.gov] Sent: Wednesday, August 20, 2008 12:34 PM To: Joanne M. Maidens Cc: Smith, Matthew, P.E.; Baluch, Stephen; Ronald A. Mislowsky Subject: Sheetz Carwash Addition, Route 7, Frederick County This is to acknowledge receipt of your plans dated July 24, 2008 for the referenced project. The application for site plan for this property appears to have little measurable impact on Route 7, the VDOT facility which provides access to the property. Present entrances are adequate for proposed improvements. Should business ever expand in the future, entrances may need to be upgraded. A land use permit (LUP) will not likely be required since no work is shown on any VDOT roadway ROW. Should that change, the appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. Thank you for allowing us the opportunity to comment. If there are any questions, do not hesitate to contact me, or Mr. Stephen Baluch in the Winchester office at 540-535-1829. Matthew B. Smith, P.E. Residency Staff Engineer VDOT - Edinburg Residency 14031 Old Valley Pike Edinburg, VA 22824 Phone It (540) 984-5615 Fax If (540) 984-5607 1 0 Request For Site Plan Comments Frederick County Inspections Department Mail to: Frederick County Inspections Dept. Attn: Building Official 107 North Kent Street Winchester, VA 22601 (540) 665-5650 AUG 0 him FREOERICI(COUNTY (?VBWI SyQR INsf �rt� 5 Hand deliver to: 107 N. Kent Street, Suite 200 North Building, 2nd Floor Winchester, VA (540) 665-5650 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the site plan with this sheet. Applicant's Name: Address: Patton Harris Rust & Associates 117 E. Piccadilly Street, Suite 200 Winchester, VA 22601 Phone Number: 540.667.2139 Name of development and/or description of the request: Sheetz Rt. 7 Carwash Addtion Location of property: Intersection of Berryville Pike & Regency Lake Drive Inspections Department's Comments: Inspections Dept. use only Date received Incomplete Date reviewed Signature and Date Signature and Date (revision) Date revision received Incomplete Date/reviewed A Date approved V/� bS' 16 0 0 Buildings shall comply with The Virginia Uniform Statewide Building Code and section 304 - B,Business Use Group of the International Building Code/2006. Other Code that applies is ICC/ANSI A117.1-03 Accessible and Usable Buildings and Facilities. Please note the requirements in Chapter 17 of BOCA for special inspection requirements on the type of structure.( Soils, concrete ect..). Addition shall maintain existing building type of construction Location of the grease/oil separator shall not undermine a 45 degree angle from the base of the existing building foundation without RDP repair design submitted at the time of the permit application. O .RLECOPY COU of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 August 8, 2008 Mr. Cyrus Kump Patton Harris Rust & Associates, PC 117 E. Piccadilly Street, Suite 200 Winchester, Virginia 22601 Re: Review Comments for Site Plan #45-08; Sheetz Route 7 Carwash Addition Property Identification Number (PIN): 54-A-105 Dear Cyrus: Planning Staff has reviewed the above -referenced site plan to determine if administrative approval can be granted. At this time, administrative approval cannot be granted. This site plan is denied until the issues in this letter, as well as all issues of the other review agencies, have been adequately addressed. Please review Staff s comments listed below and then prepare a revised site plan which adequately addresses each concern. Review Comments: 1) Dumpster Screening. The dumpsters are currently enclosed by chain -link fencing; this chain -link fencing needs to be replaced by board -on -board screening. 2) Wooden Shed. The wooden shed that has been placed in the parking lot needs to be removed or relocated. The fenced area in the parking area needs to be removed as well. 3) Vacuum Area. The vacuum area needs to be placed within an island surrounded by a six inch curb. 4) Setbacks. On sheet 2 under the project summary, the setback from Route 7 is 50 feet. 5) Shrubs/Parking Screening. There are numerous areas where parking lot shrubs are missing or not present; provide shrubs as indicated on sheet 5. After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will need all approved review agency comment sheets and at least five copies of the final plan for approval. Comment sheets are required from the following agencies: the Frederick County Inspections Department, the Frederick County Department of Public Works (County Engineer), the Frederick County Fire Marshal, the Frederick County Sanitation Authority, and the Virginia Department of Transportation. Do not hesitate to contact me if you have any questions or concerns regarding this letter. Sincerely, Candice E. Perkins, AICP Senior Planner Attachment CEP/bad cc: Sheetz, Inc., John Maxwell, 5600 Sixth Avenue, Altoona, Pennsylvania, 16602 107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000 • SITE PLAN APPLICATION Department of Planning and Development Use only. 1. ! application•received 61 Application It r Complete. Date of acceptance _ Incomplete. Date of return. 1. Project Title: Sheetz Route 7 Carwash Addition 2. Location of Property: 1683 Berryville Avenue (Address): Winclester, VA 22601 3. Property Owner: Sheetz, Inc. — John Maxwell Address: 5600 Sixth Avenue Altoona, Pennsylvania 16602 Telephone: (814) 946-3611 4. Applicant/Agent: Patton Harris Rust & Associates Address: 117 E. Piccadilly Street, Suite 200 Winchester, VA 22601 Telephone: 540-667-2139 5. Designer: Patton Harris Rust & Associates Address: 117 E. Piccadilly Street, Suite 200 Winchester, VA 22601 Telephone: 540-667-2139 Contact: Cyrus S. Kump, EIT 0 0 6a. Is this a standard or `minor' site plan? Standard Minor X 6b. is this an original or revised site plan? Original X Revised 7a. Total acreage of parcel to be developed: 1.65 7b. Total acreage of parcel: 1.97 8. Property Information: a) Property Identification Number: 54-((A))-105 b) Current Zoning B2 c) Present Use: Gas Station d) Proposed Use: Gas Station & Car -wash e) Adjoining Property Use(s) B2 & RA f) Adjoining Properly Identification Number (s) 54-A-106, 54-A-99B, 54-A-102 g) Magisterial District (s) Red Bud I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature Date `� Special Limited Power of Attorney County of Frederick, Virginia Frederick Planning Web Site: www.co.frederick.va.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 Those Present: That I (We) (Name) Sheetz, Inc. (Phone) (814) 946-3611 (Address) 5700 Sixth Avenue Altoona PA 16602 the owner(s) of all those tracts or parcels of land ("Property") conveyed to me (us), by deed recorded in the Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by Instrument No. 0700014357 on Page , and is described as Parcel: 54 Lot: A Block: 105 Section: Subdivision: do hereby make, constitute and appoint: (Name) PHRA Phone: (540) 667-2139 (Address) 117E Piccadilly Street Suite 200 Winchester VA 22601 To act as my true and lawful attorney -in -fact for and in my (our) name, place, and stead with full power and authority I (we) would have if acting personally to file planning applications for my (our) above described Property, including: Rezoning (including proffers) Conditional Use Permits Master Development Plan (Preliminary and Final) Subdivision X Site Plan 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 authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or modified. In witness thereof, I (we) have hereto set my (our) hand and seal this 3 day of --�ne-, 200 Signatures) �CLL State of Virginia, City/Comity-of 1, �, r\,V CO.- E, m" Y-- �� Notary Public in and for the jurisdiction aforesaid, certify that the person(s) who signed to the foregoing instrument personally appeared before me and s acknowledged the same before me in the jurisdiction aforesaid this -3 day of 200 . �• �1 c �'t ..My:Q©mmission Expires: Notary Public NITA E MARKLE otary Public nwaolth of viromia 130"41 FMy7k>n Exp ies Jul 31, 2W6 Patton Ilarris Rent & Associates Sheetz — Route 7 Carwash Addition Frederick County, Virginia Erosion and Sediment Control Narrative July 24, 2008 Project Description The purpose of this project is to add a carwash facility to and existing Sheetz . The site is located at the intersection of Berryville Pike (Route 7) and Regency Lakes Drive east of Winchester in Frederick County. A site location map is provided on the Plans. Construction will consist of a 1037 sf. carwash facility, with concrete approaches and extensions of water, sewerage and other utilities. A total of 0.21 acres will be disturbed during construction. Existing Site Conditions The site currently has a gas station and convenience store located on it and is covered on concrete pavement. Adjacent Areas The site is bordered by commercial to the east and west, Berryville Pike to the south and residential property to the north. Offsite Areas No offsite areas will be disturbed. Soils Onsite soils belong to the Clearbrook soil (913) group. These soils are moderately deep, gently sloping, and somewhat poorly drained. These soils are located along the heads of drainageways and in broad upland depressions. The surface layer is typically 7 inches of brown channery silt loam followed by a subsoil of brown, very channery silty clay loam to a depth of 14 inches. The substratum is gray extremely charmery silty clay loam to a depth of 27 inches. Soft shale bedrock is at a depth of 27 inches. Permeability is moderately slow and erosion hazard is moderate. These are in the hydrologic soils group D. Critical Areas There are no critical areas. Every reasonable effort to control erosion shall be used in this project. I E Erosion and Sediment Control Measures 1.0 General 1.1 Description: A. Work Included: Erosion and sediment control operations and devices required for this work are indicated on the drawings and include, but are not necessarily limited to: 1. Installation of control devices; 2. Maintenance of control devices; 3. Temporary forms of stabilization; 4. Removal of devices and site restoration. 1.2 Standards: A. The following codes and standards, latest editions form a part of this specification, to the extent of all provisions applicable to the work required for this project, and as specifically referenced herein. 1. All work shall comply with the Virginia Erosion and Sediment Control IIandbook and as amended by local codes and regulations. 2. VDOT Specifications are those contained in the latest edition of the Virginia Department of Transportation, Road and Bridge Specifications. 1.3 Protection: A. Use all means necessary to protect all materials incorporated into the work of this site before, during and after installation. In the event of damage, immediately make all repairs and replacements necessary to meet the approval of the Owner's Representatives at no additional cost to the Owner. B. Maintain and protect all benchmarks, monuments and similar reference points and, if they are displaced or destroyed by these operations, replace same as directed at no additional cost to the Owner. 1.4 Permits: A. The Owner will secure certificates and permits and pay for all fees required by local codes and regulations. The contractor shall ensure that value of the erosion and sediment control work to include maintenance and all seeding of disturbed areas shall be included in the overall project performance bond. 2.0 Execution 2.1 General Requirements: A. Limit grading to only those areas involved in current construction activities. Limit length of time for exposure of unprotected graded areas. Permanent stabilization of graded areas shall be done within seven days after construction is completed. If permanent stabilization cannot be provided, temporary seeding, mulching or other forms of stabilization shall be provided. Patton Harris Rirst & Associates 117 East Piccadilly Sheet, Suite 200 Winchester, Virginia 22601 5d0-667-2139 2 B. Silt fence shall be constructed as part of the initial phase of construction and shall be made functional as soon as possible. Other sedimentation control devices will be constructed as rough grading allows. Construction of the devices shall agree with the details shown on the plan subject to modifications thereof that the County Engineer deems advisable. Regardless, the sediment control devices shall comply with all requirements of the Virginia Erosion and Sediment Control Handbook. They sliall remain in place until all surfaces within the project are stabilized such that siltation will not occur; i.e., all upstream areas from the control devices have vegetation established, mulch in place or furnished pavement completed or other protection provisions are applied. C. The Contractor agrees to hold the Owner or any of its agents harmless from any and all liability or damage that may arise from a violation of the siltation ordinance and agrees to indemnify them against any loss. D. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: 1. No more than 500 linear feet of trench may be opened at one time. 2. Excavated material shall be placed on the uphill side of trenches. 3. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off site property. 4. Restabilization shall be accomplished in accordance with these regulations. 5. Applicable safety regulations shall be complied with. E. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be a final grade but will remain dormant (undisturbed) for longer than 30 days. F. Control will be exercised through sequence of land disturbing operations, limiting duration of exposure of un-stabilized areas and installation and maintenance of physical control devices coordinated with sequence of construction. Devices used are shown on the drawings and include, but are not limited to: 1. Silt Fence — (STD & SPEC 3.05.1) Reinforced silt fencing shall be placed along the down - slope side to filter sediments before runoff exits the construction area. Patton Harris Rust & Associates 117 Cast Piccadilly Street, Suite 200 Winchester, Virginia 22601 540-667-2139 r W • G. Sequence of Land Disturbing Activities: 1. General: All applicable mechanical controls are to be constructed as the first item of work. Following their completion, rough grade, finish grade and install appropriate erosion sedimentation aids. Retain control devices until final stabilization of all areas or as directed by the County Representative. Sequence of Construction a. First Phase: 1. Install silt fence, where applicable. b. Second Phase: 1. Remove existing concrete pavement. 2. Silt Fence, where applicable. c. Third Phase: 1. Rough grade; 2. Installation of utilities and parking lot stone base; d. Fourth Phase: 1. Finish grade and paving. e. Fifth Phase: 1. Seeding of disturbed areas not paved; 2. Removal of remaining sediment controls, upon approval by County. H. Maintenance Program: All control measures are to be inspected daily by the site superintendent or his representative. Any damaged structure should be repaired at the close of the day. Inlet protection devices and silt fencing should be cleaned at 50% capacity and spread on -site where practical No control shall be removed without the site inspector's prior approval. The daily control measure inspections by the contractor shall be documented to indicate findings and corrective action taken. These reports shall be submitted to the County on a monthly basis. Patton Harris Rust & Associates 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 540-667-2139 0 • I. Permanent Stabilization: All disturbed areas not paved will receive at a minimum 4" of topsoil and be seeded as follows: 200 lbs Tall rescue per ac. 12 lb, Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as a final phase of construction. Temporary Stabilization: Seeding to stabilize areas left denuded for more than seven clays, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. 3.0. Storm water Management: No additional stornnvater management is proposed with this project. The Sheetz site is a fully developed site with storm structures in place and the addition of a carwash does not increase the amount of impervious cover on the site. Patton Harris Rust & Associates 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 540-667-2139 ID .. m A �' n Cr) � 0 n A n r r A m w CD in m cm In A' m m mCn ID m to o c°i m r �t0 f'J A\ 0 C1 W, �. A A r .I • m ?� 0 0 ICD —CO. Co U Co ID A 0 0 m r / m r03/ m A_ �> ��..7: A i 'A _ W tp m I Y CoCD ID ID / A n C1 C O� m / N �p m A T 41 0 •\ � f � / I m m O A 1 A A C1 � ..• � I rn m \ A Co A A Co { J� m m ` m A N A • � 0`V • Co -4p m I w '� [> \_ , CD \ w )X. � a) •- UP IIIII—W 1 3/i I%2 O 1 Mile 5 000 4 000 3 000 2000 1 WO Scale 1:15 840 5 000 Feet Request For Site Plan Comments Department of Planning and Development Mail to: Department of Planning and Development Attn: County Planner 107 North Kent Street Winchester, VA 22601 (540) 665-5651 Hand deliver to: 107 N. Kent Street North Building, 2nd Floor Winchester, VA (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Address: Phone Number: Patton Harris Rust & Associates 117 E. Piccadilly Street, Suite 200 Winchester, VA 22601 540.667,2139 Name of development and/or description of the request: Location of property: Sheetz Rt. 7 Carwash Addtion Intersection of Berryville Pike & Regency Lake Drive Planning and Development's Comments: Pluming and Development use only Date received Incomplete Date reviewed Signature and Date Sig,latUrC and Date (revision) Date revision received Incomplete Date reviewed 15 Date approved r • SITE PLAN CHECKLIST The Site Plan Checklist, shown below, lists the information which is required to be on each site plan. Site plans which are incomplete or missing information, will be returneCl to the applicant (s) for revision. Project Information Section _\z__ (1) A title that includes the name of the proposed or existing business and a subtitle which describes the proposed development. �z (2) The name, address, and phone number of the land owner, developer, and designer. (3) The Frederick County Property Identification Number (PIN) of all lots included on the site plan. /VA (4) The number and type of dwelling units included on the site plan for residential uses. ti (5) The total land area and total developed land area of all lots included on the site plan. ✓ (6) A detailed description of the proposed use or uses of the development, as well as a description of the existing use or uses. /UA (7) A reference to any other site plan or master development plan approved by the county for the site. (8) The date the site plan was prepared and a list of all revisions made, including the date and a description of why the site plan was revised. t (9) A table of contents including all pages of the site plan. t✓ (10) A list of all proposed utility providers, with their address, name and phone number. (11) An inset map showing the location of the site, along with the location of streets, roads and land uses within five hundred (500) feet of the property. /V F, (12) A statement listing all requirements and conditions placed on the land included in the site plan resulting from approval of conditional Zoning or a conditional use permit. /V (13) A description of setbacks or conditions placed on the site as a result of an approved variance. V, (14) The name of the Magisterial District the property is located within. Calculations Section (15) Calculations showing the Floor Area Ration (PAR) of the site, including the maximum allowed PAR, total ground floor area, total floor area, and total lot area. 9 (16) Calculations showing the total number of required and proposed parking spaces, including the total number of existing and proposed spaces. (17) Calculations showing the total number of required handicap spaces, including the total number of existing and proposed spaces. (18) Calculations showing the total number of required loading spaces, including the total number of existing and proposed spaces. (19) Calculations showing the total number of required perimeter and interior trees required, including the number of provided trees. (20) Calculations showing the percentage of the property that will be landscaped and the percentage of woodlands disturbed. Site Plain & Details Section (21) The location of all adjoining lots with the owner's name, specific use, zoning, and zoning boundaries shown. (22) The location of all existing or planned right-of-ways and easements that adjoin the property, with street names, widths, and speed limits shown. (23) All nearby entrances that are within two hundred (200) feet of any existing or proposed entrances to the site. \v� (24) All existing and proposed driveways, parking and loading spaces, parking lots and a description of surfacing material and construction details t0 be used. The size and angle of parking spaces, aisles, maneuvering areas, and loading spaces sliall be shown. (25) A North arrow. (26) A graphic scale and statement of scale. (27) A legend describing all Symbols and other features that need description. (28) A boundary SUINCy Of tine entire parcel and all lots included with distances described at least to the nearest hundredth of a foot. (29) The present zoning of all portions of the site, with the location Of zoning boundaries. (30) The location ofalI existing and proposed structures, with the height, specific use, ground floor area, and total floor area labeled. /vA (31) The location of all existing and proposed outdoor uses, with the height, specific use, and land area labeled. _Z (32) Existing topographic contour lines at intervals acceptable to the Zoning Administrator. Proposed finished grades shall be shown by contour. (33) The location of the front, side, and rear yard setback lines required by the applicable zoning district. H • VX (34) The location and boundaries of existing environmental features, including streams, floodplains, lakes and ponds, wetlands, natural stormwatcr retention areas, steep slopes, and woodlands. _ LZ (35) The location of outdoor trash receptacles. i/ (36) The location of all outdoor lighting fixtures. (37) The location, dimensions, and height of all signs. n/i\ (38) The location of required buffers, landscaping buffers, and landscaped screens, including examples, typical cross sections or diagrams of screening to be used. The location and dimensions of required fencing, berms, and similar features shall be specified. _/A/A_ (39) The location of recreational areas and common open space. (40) The location of all proposed landscaping with a legend. The caliper, scientific name, and common name of all deciduous trees. The height at planting, scientific name, and common name of all cm -green trees and shrubs. (41) The height at planting, caliper, scientific name, and common] name shall be provided for all proposed trees. The height at planting, scientific (lame and common name shall be provided for all shrubs. 1= - (42) The location of sidewalks and walkways. (43) The location and width of proposed casements and dedications. /1/ A (44) A stormwater management plan describing the location of all stornlwater management facilities with design calculations and details. (45) A soil erosion and sedimentation plan describing methods to be used. (46) The location and size of sewer and water mains and laterals serving the site. i (47) Facilities necessary to meet the requirements of the Fire Code. (48) A signed seal of the certified Virginia land surveyor, architect, or engineer who prepared the plan. (49) A space labeled "Approved by the Frederick County Zoning Administrator" for the signature of the Zoning Administrator, approval date, and a statement that reads "site plan valid for five (5) years from approval date." • Review Checklist This checklist is to be completed by the Engineer or Surveyor and submitted with the Site Plan, Frederick County, Virginia Department of Public Works Subdivision/Site Plan Name;j _C---2cc,c--_- --- - --1 --i «A. Engineer/Surveyor Name: _____} j-112______________________________ Engineer/Surveyor Phone: ------ F)L1 U =�c� ' =_ �-'1_ __________________________ Tax Map (PIN):---------5- 1L =--A--'1 U= -------------------- Review Key Ordinance Requirements Z 3 ai JO.K. O Incomplete N Not Applicable 0) Cc 0) Unacceptable Q, m CcX W Sub- Code of Virginia 4VAC50-30-40 (MS-19) section 1 Provide a note pertaining to temporary and / ✓ permanent stabilization of denuded areas. 2 Provide a note pertaining to stabilization re uirements for soil stockpiles. Provide a note stating that vegetative stabilization 3 shall be uniform, mature enough to survive and ' adequate to inhibit erosion. 4 Provide sediment trapping facilities as the first \ / phase of land disturbingactivity. Provide a note requiring that dams, dikes and 5 diversions be stabilized immediately after construction. Sediment traps and basins shall be installed if necessary and in the correct location. Basins shall 6 maintain structural integrity during 100-year 24 hour storm event. (§79-3.A,1 Frederick County Code). Cut and fill slopes shall be adequately stabilized. Fill 7 slopes greater than 3:1 will require a slope stability V analysis and maintenance plan. Provide adequate temporary or permanent channel, s flume or slope drain for all concentrated runoff down /J cut or fill slopes. Provide adequate drainage or other protection whenever water seeps from a slope face, Provide adequate inlet protection for all operational 10 storm sewer inlets. Provide adequate channel protection for open 11 conveyance and receiving channel, provide N adequate outlet protection for pipes and channels. Revised 01/21/07 Public Worms Plan Review Checklist Page 1 of 4 • 12 Provide measures to minimize channel damage N when conducting in -stream construction. Install temporary stream crossings of non-erodable 13 IV All applicable federal, state and local regulations pertaining to working in or crossing live 14 watercourses shall be met - all applicable permits 1 shall be submitted with Land Disturbance application (§79-3.A.2 Frederick County Code). Provide a note stating that the bed and banks of a 15 watercourse shall be stabilized immediately after N work in the watercourse is completed. Provide appropriate notes regarding trenching 16 practices in accordance with 4VAC50-30-40 subsection 16. 17 Provide a note requiring cleaning/removal of any ✓ sediment on public or private roadways, Provide a note requiring that all temporary controls 18 be removed within 30-days once no longer needed; trapped sediment must be removed and stabilized. Provide adequate protection from erosion and 19 sediment deposition for downstream properties and waterways. Demonstrate that concentrated stormwater runoff 19.a leaving the site discharges directly into an adequate natural or manmade channel. Demonstrate that two (2)-year runoff from the site 19.b.2.a does not overtop banks of natural channels and �U does not cause erosion. Demonstrate that discharge into the previously constructed man-made channels are not overtopped 19.b.2.b by a ten (10)-year storm and the two (2)-year storm N does not cause erosion Demonstrate that closed storm sewer systems contain the ten (10)-year storm. Provide calculations 19.b.2.c and show ten (10)-year HGL in the storm sewer �J profiles. 19.d If offsite improvements are proposed, provide evidence of obtained easements, etc. 19 e Provide an analysis of the existing and ultimate characteristics of the watershed. !� Provide responsible party and maintenance plan for 19.f the proposed detention facilities to include access, �v what is to be maintained?, how often?, who pays? 1 Provide energy dissipaters at the outfall of all 1 9 detention facilities. Iv Provide calculations demonstrating that onsite 1 N 19.h ditches are adequate. Revised 01/21/07 Public Works Plan Review Checklist Page 2 of 4 • All sheet flow leaving the site shall be at or below 19.i pre -developed rates or it must be diverted to an / V adequate channel, pipe system or detention facility. All calculations and assumptions shall pertain to the / 19'I entire development and its ultimate build -out. V 19 I< All measures utilized shall minimize the impact on / V waters of the State. E&S Narrative Requirements - Virginia Erosion and Sediment Control Handbook - page VII-26 Project description - Describe the nature and purpose of the land disturbing activity and area acres to be disturbed. Existing Site Conditions - Provide a description of the existing topography, vegetation and drainage. Adjacent Areas - Provide a description of neighboring areas such as streams, lakes, / residential areas, roads, etc., which might be V affected by the land disturbance. Off -site areas - Describe any off -site land -disturbing / V activities that will occur. Soils - Provide a brief description of the soils on the / site giving such information as soil name, mapping / unit, erodibility, permeability, depth, texture and soil structure. Geology - Provide a brief description of the geology on the site related to construction; i.e. methods of removal, use as engineered fills, Karst potential, etc. Critical areas - Provide a description of areas on the site which have potentially serious erosion V problems. E&S control measures - Provide a description of the methods which will be used to control erosion and sedimentation on the site. Permanent stabilization - Provide a brief description, including specifications, of how the site will be �. stabilized after construction is completed. Stormwater runoff considerations - Will the development of the site cause an increase in peak / runoff rates? Will it cause flooding? Describe the strategy to control stormwater runoff. Calculations - detailed calculations for the design of temporary sediment basins, permanent stormwater detention basins, diversions, channels, etc. Include iV calculations for pre- and post -development runoff Site Plan Requirements - Virginia Erosion and Sediment Control Handbook - page VII-27 Provide a vicinity map. ✓ Provide a North arrow and scale on all plan sheets. Revised 01/21/07 Public Works Plan Review Checklist Page 3 of 4 Indicate the proposed limits of clearing and grading. Show and label existing contours. / Show and label final contours. �J Show existing vegetation. ✓ , Show boundaries of different soil types. lei Show existing drainage patterns including the acreage of each drainage area. Label areas with potentially serious erosion / problems. A Show all proposed site improvements. ✓ Show location of all erosion and sediment control / measures using VESCH standardsymbols. V Show all off -site land disturbing activities and erosion and sediment control measures. Provide detail drawings for all proposed erosion and / �/ sediment control measures. Provide a maintenance schedule including regular inspection and repair of erosion and sediment control measures. Frederick County Public Works Requirements Provide the Responsible Land Disturber signature ✓" block on the plans. Provide a seeding schedule in accordance with ✓' VESCH standard 3.31 and 3.32. Provide a 20-foot drainage easement for all concentrated flows within on- or off -site residential A ) lots. Provide a minimum of 2% slope on grass channels. If lass than 2%, provide an alternative design. Any area in which drainage collects from more than three (3) lots shall be placed within a platted /V drainage easement. All silt fence shall be wire reinforced. ✓ Drop Inlets in areas accessible to the public will /J / require a smaller rate opening. Ensure that the backwater condition for the post - developed 100-year storm does not impact adjacent properties. Provide the dewatering structure details for the proposed sediment basins. The details shall include elevations, type of structures, pipe sizes, etc. Revised 01/21/07 Public Works Plan Review Checklist Page 4 of 4 Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. 1 17 East Piccadilly Street P Winchester, Virginia 22601 H T540.667.2139 Memorandum F 540.665.0493 To: Candice Perkins Organization/Company: Frederick County Planning From: Joanne Maidens Date: August 1, 2008 Project Name/Subject: Sheetz — Route 7 Carwash Addition We have attached here a minor site plan for the addition of a car wash facility. Construction will consist of a 1037 sf. carwash facility with concrete approaches and extensions of water, sewer and other utilities. No increase in impervious area is proposed with this plan. The completed application, checklist, fee and 2 sets of plans are provided here for you review and approval. Please call if you have questions. Aug 12008 ^. U 1 2008 Document Approval Form PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL PLEASE PROVIDE COMMENTS AS TO WHA T YOU WOULD LIKE TO HA VE COMPLETED. INITIALS DATE & TIME Candice Mark Dana Eric Mike John Amber COMMENTS: Received by Clerical Staff (Date & Time): ?� 0 'E� I 1 I v U:\Pam\Common\Document Approval Form.wpd