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78-05 Winchester Harley David - Storage Building - Shawnee - Backfile (2)
DATE RECEIVED FROM S ADDRESS �; FOR 1.tV viler ACCOUNI HOW PAID nM� CASH ACCOUNT AMT PAIDMg 12'6 CHECK BALANCE I MONEY UF ORD R 05 BY 0"L�-&A NO. 466.4 I DATE NO. RECEIVED F/RUtDM AnnRESS [ L1 `1 (il. C A ' r.i �(i11r�; :.iLZ. Vn- ��;. y ;L�•_,v . �� c/ `^IJDOS FOR �CIj1 J 1 (J� 1 a.J ,_.�E�i4fiZCl C4 i• r„ ; x PIP- AC T �:� CASH AC I -- I=rM AMT PAID / -r CHECK BALANCE I 0 DER I 6Y i r SITE PLAN TRACKING SHEET Date: 1--7 /bS- File opened Reference Manual updated/number assigned D-base updated • 05 File given to Renee' to update Application Action Summary 0a-1 CLOSE OUT FILE; / o6 Approval (or denial) letter mailed to applicant/copy made for file 0, File stamped "approved", "denied" or "withdrawn" S o� Reference Manual updated D-base updated 4/%tZ given to Renee' for final update to Application Action Summary �0� p U \Bcs-\Common\Tracking shects�Sitc Plan Tra:l:ing wpd Rc, iscd 02/07I03 SITE PLAN APPLICATION CHECKLIST The checklist shown below specifies the information which is required to be submitted as part of the site plan application_ The Department of Planning & Development will review the application to ensure that it is complete prior to accepting it. If any portion of the application is not complete, it will be returned to the applicant(s). (1) One (1) set of approved comment sheets are required from each relevant review 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 review agencies is shown below: Frederick County Department of Planning & Development _ Department of GI (Geographic Information Services) YJ Frederick County Sanitation Authority Frederick County Building Inspections Department ✓ Frederick County Department of Public Works Frederick County Fire Marshal Frederick County Health Department Frederick County Department of Parks & Recreation _ Virginia Department of Transportation ('VDOT) k City of Vmchester Town of Stephens City Town of Middletown Frederick County / Winchester Airport Authority (2) One (1) copy of the Site Plan application form. (3) Payment of the site plan review fee. �� (4) One (1) reproducible copy of the Site Plan (if required). �. Engineers and Environmental Consultants ...POTESTA 508 Front Royal Pike, Winchester, Virginia 22602 - (540) 450-0180 December 22, 2005 Ms. Candice E. Perkins, Planner II County of Frederick Department of Planning and Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601-5000 www.potesta.com RE: Response to Review Comments - Winchester Harley Davidson - Storage Building Property Identification Number (PIN): 64-A-159T Project No. 0103-05-0532 Dear Ms. Perkins: Attached please find a copy of the revised site plan for the above referenced project. Below are remarks addressing the review listed by the item number from your November 17, 2005 review. Item 1 - Special Limited Power of Attorney. SLPA's need to be provided giving the designer permission to cerate and make changes on this plan (Adams Development to the designer.) An SLPA between Barbara Grove and POTESTA is attached. Item 2 - Curb and Gutter. Curb and gutter is required along the parking spaces by the sidewalk. Curb and gutter are shown on revised plans. Also, a loading ramp has been added in front of the 12 foot overhead door to ramp froth the parking lot to finish floor elevation. Item 3 - Impervious Area. On the coversheet under parking landscaping, it states that there is 4,80 square feet of impervious parking area and under the landscaping section, there is 14,800 square feet of impervious surface. The tree calculations need to be based on total impervious (pavement) area. IJ'there is a total of 14,800 square feet of new pavement, eight perimeter trees are required. The site has 10,300 feet2 of new pavement area which includes the parking area. A total of six perimeter trees have been added to the revised site plan. 14,000 square feet is the total impervious area including the rooftop. POTESTA & ASSOCIATES, INC. Charleston, West Virginia • Morgantown, West Virginia • Winchester, Virginia Ms. Stefanie Allemong DecelllhCr 22, 2005 Pagc 2 II'yOU have any questions, Or need any ILll-tllCl- lllfOl'lllatloll, please contact nlc. Sincerely, POTESTA & AS OCIATES, INC. K. J c Kneclitel, P.L. Staff Engineer KJK/mlw ,JOTESTA a TRANSMITTAL LETTER 508 Front Royal Pike, Winchester, VA 22602 • Phone: (540) 450-0180 • Fax: (540) 450-0182 "ro: Ms. Candice Perkins, Planner II Frederick County - Planning & Development 107 North Kent Street, Suite 202 Date: December 22, 2005 Project No.: 0103-05-00532 Winchester, Virginia 22601-5000 Sent Via: Mail ❑ Federal Express United Parcel Service x Hand Carried Other: Quantity Description I Response to Review Comments 1 Copy of Signed Special Limited Power of Attorney 1 Copy of Frederick County Agencies Request for Site Plan Comments Responses -Sanitation Authority -Department of Planning & Development -Office of the Fire Marshal -Winchester Regional Airport -Inspections Department -Engineering Department I Itevlsed Site Plan Drawing for Winchester Harley Davidson Remarks: By: Michele L. Wilson / kjk c: K. Joe Knechtel, P.E. FCSA 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 f ]��I11111�•I ��l �1�.I 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: Potesta and Associates, Inc. 508 Front Royal Pike Winchester, Virginia 22602 (540)450-0180 Name of development and/or description of the request: Winchester Harley Davidson - storage Building Location of property: PIN #64-A-159T - 140 Independence Drive, Winchester, Virginia 22602 - At corner of US Route 50. Millwood Pike and Independence Drive. Frederick County Sanitation Authorittyy's Comments: /5 T RiE'Y/FW "-,ORo V454 45 iYOTc%J - / / 7Z./l S,E✓VA -41,E - �Z, PR A41" 0,1� o Z 4?ryr4,. . boil �,'i�fharrtc tY�c'�irh� - . i a y_. r Control number SP05-0083 Project Name Winchester Harley Davidson Address 1830 Plaza Dr. Type Application Site Plan Current Zoning Automatic Sprinkler System Yes Other recommendation Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments Approved as submitted. Plan Approval Recommended Yes Frederick County Fire and Rescue Department Office of the Fire Marshal Plan Review and Comments Date received 11 /4/2005 City Winchester Tax ID Number 64-A-159T Date reviewed 11 /17/2005 Applicant Ervin Development State Zip VA 22601 Fire District 21 Recommendations Automatic Fire Alarm System Yes Requirements Hydrant Location Adequate Roadway/Aisleway Width Adequate Date Revised Applicant Phone 540-722-9799 Rescue District 21 Election District Shawnee Residential Sprinkler System No Fire Lane Required Yes Special Hazards No 2 Reviewed By Signat e J Bauserman Title PLANS AIJPRnvFn FIRE MARSHAL, FREDERICK C()UK'711'1 WINCHESTER REGIONAL AIRPORT SERVING of December 5, 2005 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-2422 Potesta & Associates, Incorporated 508 Front Royal Pike Winchester, Virginia 22602 Re: Site Plan Comments Winchester Harley Davidson Storage Building Shawnee Magisterial District Dear Sir/Madam: I have reviewed the referenced site plan and it appears to meet all Airport requirements as outlined under notes on the plan on page one (01). Thank you for your cooperation in meeting the Airports requests. Your cooperation will help maintain safe and efficient operations at the Winchester Regional Airport during your development of the proposed site. Sincerely, Serena R. Manuel Executive Director 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 67v o6gZ RECEIVED I211s/C,s C 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: Potesta and Associates, Inc. Address: 508 Front Royal Pike Winchester, Virginia 22602 Phone Number: (540) 450-0180 Name of development and/or description of the request: Winchester Harley Davidson - Storage Building Location of property: PIN # 64-A-159T - 140 Independence Drive, Winchester, Virginia 22602 - At corner of US Route 50. Millwood Pike & Independence Drive. o Inspections epart ent's�mmAents: cam J"40 7'� rte ank T� .�. - ^ - Inspections Dept. use only Date received Incomplete Date reviewed Signature and Date Signature and Date (revision) Date revision received 16 Date approved,:)A " ., / RECEIVED MBUC WORK & INSPECTION'S WL PV� /1", ee--- Buildings shall comply with The Virginia Uniform Statewide Building Code and Sections 311, S Storage) of the International Building Code/2003.Other Code that applies is CABO A117.1- 03 Accessible and Usable Buildings and Facilities. (can use 2000 code editions up to Nov. 16,2006). HC parking appears to be in compliance provided the space is labeled van accessible. All required egress door shall be accessible and area of rescue can be utilized on the landings at the loading docks provided the exterior wall is fire rated per section 1007.8 Exterior area for assisted rescue. Design Professional tic. in VA shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of structure. (soils, concrete, steel etc.) Note: Table 602 of IBC for exterior wall fire rating on type of construction to property line. a Request For Site Plan Comments Frederick County Engineering Department Mail to: Frederick County Engineering Dept. Attn: Director of Engineering 107 North Kent Street Winchester, VA 22601 (540) 665-5643 REQUED Hand deliver to: 107 N. Kent Street, Suite 200 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: Address: Potesta & Associates, Inc. 508 Front Royal Pike Winchester, Virginia 22602 Phone Number: (540) 450-0180 Name of development and/or description of the request: Winchester Harley Davidson - storage Building Engineering Department's Comments: Pin #64-A-159T - 140 Independence Drive, Winchester, Virginia 22602 At corner of US Route 50 - Millwood Pike & Independence Drive. Engineering Dept. use only Date received Date revision received Date approved Incomplete Incomplete Date reviewed Date reviewed Signature and Date 11rnCD Signature and Date (revision) RLCEI NOV 0 4 2005 FRMieK COUNTY 17 PIl81.IC WORK & INSPECTIONS 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) Y a i /L.. �_ � --y v -e (Phone) 4. (Address) /40 1 hdonsndin<< 1br- W;nctiesl+- V-4 z1Goa the ovmer(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. on Page , and is described as Parcel: Lot: Block: Section: Subdivision: do hereby make, constitute and appoint: (Name) l�y�irs ASSoe i. *�f . In [. (Phone) ISO - 01 PO (Address) .SOY Royal l': k, /[,4 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 El 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 (9ur) hand and seal this J57 day of NoUen,Sc,- , 200 5 , Signature(s) State of Virginia, City/County of Fmkt� C.`4, , To -wit: 1, A nae IA ;�inK 2r , a Notary Public in and for the jurisdiction aforesaid, certify, dat the person(s) who signed to the foregoing instrument personally appeared before me and has ac owledged the same before me in the jurisdiction aforesaid this _a day of hb! 200,-�__. 1�, " My Commission Expires: 9-30-0009 No . Public 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 67V 06 'rZ RECEIVED I z I I td C, 5 Q, 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: Potesta and Associates, Inc. Address: 508 Front Royal Pike Winchester, Virginia 22602 Phone Number: (540) 450-0180 Name of development and/or description of the request: Winchester Harley Davidson - Storage Building Location of property: PIN # 64-A-159T - 140 Independence Drive, Winchester, Virginia 22602 - At corner of US Route 50. Millwood Pike & Independence Drive. Inspectionspepartjnent's��omme�ts: Cnn� we�S aMOf a-r. TiC� Inspections Dept. use only Date received Incomplete Date reviewed Signature and Date Signature and Date (revision) Date revision received Date approved / �AY�- _ , / 'RECEIVED 16 P1BUC WORK & INSPECTIONS e PV Buildings shall comply with The Virginia Uniform Statewide Building Code and Sections 311, S Storage) of the International Building Code/2003.Other Code that applies is CABO A117.1- 03 Accessible and Usable Buildings and Facilities. (can use 2000 code editions up to Nov. 16,2006). HC parking appears to be in compliance provided the space is labeled van accessible. All required egress door shall be accessible and area of rescue can be utilized on the landings at the loading docks provided the exterior wall is fire rated per section 1007.8 Exterior area for assisted rescue. Design Professional lic. in VA shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of structure. (soils, concrete, steel etc.) Note: Table 602 of IBC for exterior wall fire rating on type of construction to property line. 1 �D � � I IL Control number sP05-0083 Project Name Winchester Harley Davidson Address 1830 Plaza Dr. Type Application Site Plan Current Zoning Automatic Sprinkler System Yes Other recommendation Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments Approved as submitted. Plan Approval Recommended Yes Frederick County Fire and Rescue Department Office of the Fire Marshal Plan Review and Comments Date received 11/4/2005 City Winchester Tax ID Number 64-A-159T Date reviewed 11 /17/2005 Applicant Ervin Development State Zip VA 22601 Fire District 21 Recommendations Automatic Fire Alarm System Yes Requirements Hydrant Location Adequate Roadway/Aisleway Width Adequate Date Revised Applicant Phone 540-722-9799 Rescue District 21 Election District Shawnee Residential Sprinkler System No Fire Lane Required Yes Special Hazards No Reviewed By Signat a 'Oel�'�'� J. Bauserman Title PLAXS-APPROVECL _ FIRE MARSHAL, FREDERICK COUK"' 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: Potesta & Associates, Inc. 508 Front Royal Pike Winchester, Virqinia 22602 (540) 450-0180 Name of development and/or description of the request: Winchester Harley Davidson - Storage Buildinq Location of property: Pin #64-A-159T - 140 Independance Drive, Winchester, Virqinia 22602 At corner of US Route 50 - Millwood Pike & Independence Drive Planning and Development's Comments: Planning and Development use only Date received Incomplete Date reviewed Signature and Date _ Signature and Date (revisi Date revision received Incomplete Date reviewed 15 Date approved STORMWATER MANAGEMENT AND ENGINEERING CALCULATIONS BRIEF Winchester Harley Davidson Storage Building Site Plan Shawnee District, Frederick County, Virginia Prepared by: Potesta & Associates, Inc. 508 Front Royal Pike Winchester, Virginia 22602 Phone: (540) 450-0180 Fax: (540) 450-0182 E-Mail: potesta@potesta.com ���&1,TH pn 0 0 9 KEV J. KNECHTEL No. 03 80 & �� , , - . � Project No. 0103-05-0532 November 2005 6 Ni ONAL (This document contains 6 pages, plus appendices.) °�f� /POTESTA ■ TABLE OF CONTENTS 1.0 INTRODUCTION............................................................................................................... I 2.0 EVALUATION OF TIIE IMPACT TIIE PROPOSED STORAGE BUILDING WILL HAVE ON THE EXISTING STORMWATER MANAGEMENT.....................................I 2.1 Greenway Design.....................................................................................................2 2.2 Impact from Proposed Storage Building..................................................................2 2.3 Storm Inlet S4 and Storm Sewer Culvert Evaluation..............................................3 2.4 Curb -Cut Sizing.......................................................................................................3 2.5 Rip-RapRip-Rap Sizing 4 3.0 REFERENCES....................................................................................................................4 APPENDICES Miscellaneous Drawings.......................................................................................... APPENDIX A "CulvertMaster 1z " and "FlowMaster a " Reports....................................................... APPENDIX B Stom»eater Management & Engineering Calculations Brief for Winchester Harley Davidson (0103-05-0532); November, 2005 STORMWATLR MANAGEMENT AND ENGINEERING CALCULATIONS BRIEF Winchester Hrurley Davidson Storage Building Site Plan 1.0 INTRODUCTION Winchester Harley Davidson is proposing to construct a 4800 square foot storage building on their Lot# 64-A-159T, located at the corner of US Route 50 — Millwood Pike and Independence Drive, Shawnee District, Frederick County, Virginia. The storage building will be located on the 90' x 134' footprint designated as "Future Storage Building" located in the northwest portion of the site plan developed by Greenway Engineering, Inc. (GREENWAY), titled "Winchester Harley Davidson", Frederick County Job Number.07-04. The proposed storage building will have an access road coruiecting to an existing parking lot. It will Include curb and gutter access road, loading and parking areas, which allow for 11 parking spaces as well as two loading areas. One loading area will have a loading dock with an elevation difference of four feet below the building finished floor elevation. This loading area slopes away from the building to allow drainage from the loading dock to a 10 foot curb -cut, therefore eliminating a need of a drop inlet and culvert stormwater system at the loading area. The other loading area at the front of the building will be ramped to the finished floor elevation. Drainage will flow from the building, channeled via the curb and gutter parking and road access areas, to the same 10 foot wide curb -cut which drains to the storm inlet of the 3 foot concrete culvert, designated S4 on GREENWAY's site plan. Storm inlet S4 drains to the storm sewer system to the detention pond. Its is Potesta & Associates, Inc. (POTESTA)'s understanding that the GREENWAY design of the stormwater management (SWM) system of the site took into account the future development of the Harley Davidson property, as well as the future development of adjacent properties. Therefore, this calculation brief will detail POTESTA's evaluation on whether the GREENWAY SWM design will accept the increase of stormwater runoff created by the proposed storage building and its associated parking and access, and that further modification of the existing SWM Culverts, drop inlets, and retention pond will not need to be modified. 2.0 EVALUATION OF THE IMPACT THE PROPOSED STORAGE BUILDING WILL HAVE ON THE EXISTING STORMWATER MANAGEMENT GREENWAY used the Modified Rational Method to determine the peak runoff flows for 2, 10, and 100-year design storm for the site to design the SWM pond. They also presented the 10-year design storm data to size the storm inlets and culverts. We evaluated this site using the Rational Method Stormwater Management & Engineering Calculations Brief for Winchester Harley Davidson (0103-05-0532); November, 2005 Page I with the 10 year design storm to verify both the culvert and the detention pond affected by the proposed storage building. 2.1 Greenway Design The majority of the location of the proposed storage building is within the 2.52 acre drainage area designated by GREENWAY (See Figure 1 and 2 in Appendix A,) which drains to the storm inlet of a 3 foot diameter concrete culvert (S4). GREENWAY estimated the "run-off 'coefficient value (C) to be a conservative C = 0.70 for this area, which is consistent with "light industrial" areas (approximately 65% impervious.) Also, GREENWAY estimated the offsite "run-on" from the adjacent 5.20 acres, which also drains to S4, at a future development runoff coefficient of C = 0.70 (see inset in Figure 1 of Appendix A.) The combined post development peals flow from these two drainage area, draining to S4 and then to the pond was estimated by GREENWAY to be 36.21cfs. (See Figure 3 in Appendix A and following table.) Land Use Acf•ecage Runoff I = Q=CIA Coefficient Rainfall cfs Intensity 5 min GREENWAY Onsite (developed) 2.52 0.70 6.8 11.82 Design _ — -- - - --- --- ------ — — ----- _CPond Offsite (fixture 5.20 0.70 6.8 24.39 development Total 36.21 2.2 Impact from Proposed Storage Building POTESTA placed the proposed storage building where part of the northeast portion of the proposed paved parking area extends into a drainage area that runs offsite "uncontrolled". The proposed grading of the parking area and the surrounding landscaped area will direct the storm runoff into the drainage area that drains to S4, thereby increasing the drainage area by 0.03 acres to 2.55 acres (see Figure 4 in Appendix A.) To evaluate the impact the proposed storage building will have on the SWM system, the existing "weighted" runoff coefficient for the onsite 2.55 acres with the proposed building was used instead of the conservative value of 0.70. Using conservative estimates for the runoff coefficients, "impervious" (C = 0.90) and "pasture with heavy soil" (C=0.45), we estimate the existing condition "weighted" runoff coefficient value for this area to be approximately, C = 0.64. The offsite 5.2 acres remained at the future development runoff coefficient of C = 0.70. Results are summarized below. Stormwater Management & Engineering Calculations Brief for Winchester l-larley Davidson (0103-05-0532); November, 2005 Page 2 Land Use Acreage Runoff I = Q=CIA Coefficient Rainfall cfs Intensity 5 min Proposed Storage Building (16,000SF of I��ervious�—_ Onsite (Impervious 1.10 1.42 0.90 0.45 Onsite (pasture -heavy soil Total 2.55 0.64 6.8 11.08 Offsite (pasture -heavy 5.20 0.70 6.8 24.75 soil Total 35.83 As shown in the above tables and text, the 10-year design storm runoff, of 36.21cfs, used in POTESTA's evaluation of GREENWAY's design of the detention pond is greater than the 10-year design storm runoff estimate, of 35.83cfs, with the proposed storage building and its associated parking and access. Therefore the pond is sufficient to allow for the increase in storm runoff from the proposed storage building. Land Use Acreage Q=CIA C s GREENWAY (Pond Total 7.72 36.21 Design Proposed Storage Building Total 7.75 35.83 16,000SF of Impervious) 2.3 Storm Inlet S4 and Storm Sewer Culvert Evaluation The storm sewer culvert's, from S4 to storm inlet S3, maximum capacity is estimated to be 47.16cfs as shown by GREENWAY's storm sewer design computations (see Figure 3 in Appendix A) and 47.88efs as shown by POTESTA's evaluation using Hcalstads Methods, Inc. "CulvertMasterOO " (see Figure 4 in Appendix A). These values exceed both the estimated 10-year design storm runoff s shown above. 2.4 Curb -Cut Sizing The grading plan of the proposed storage building allows all of its storm runoff to flow to the curb -cut located at storm inlet S4. The area draining to the cut is approximately 0.40 acres, which yields a flow of 2.45cfs for a 10-year design storm, using a runoff coefficient of 0.90. Using Stormwater Management & Engineering Calculations Brief for Winchester Harley Davidson (0103-05-0532); November, 2005 Page 3 Haested Flow Master a curb -cut length of 10 feet will be sufficient to pass 2.47cfs at a depth of less than 0.3feet. ' 2.5 Rip -Rap Sizing The slope leading from the 10 ft curb -cut to the invert of S4 is approximately 40%, therefore the ' maximum velocity for 2.45cfs (10 year storm peak runoff) using rip -rap of 4 inches in diameter (d50=4) yields a velocity of 1.83fps. A maximum velocity of 5.0fps is allowable for d50 =4 rip - rap stone. See spreadsheet and charts in Appendix B. ' 3.0 REFERENCES Greenway Engineering, Inc. (GREENWAY) plan view drawing entitled "Winchester Harley ' Davidson Site Plan, Shawnee District, Frederick County, Virginia" Job No. 0518W, Sheet No. 3 of 11, dated 12/30/2004. Frederick County Planning No. 07-04 ' Working Potesta &. Associates, Inc. (POTESTA) plan view drawing entitled "Winchester Harley Davidson Storage Building Site Plan, Shawnee District, Frederick County, Virginia" Drawing ' No. 05-0532-01. Healstads Methods, Inc. "CulvertMasterOO " version 9.0 ' Healstads Methods, Inc. "FlowMaster 1i " 2005 ' United States Department of Agriculture — Natural Resource Conservation Service, "WinTR-55 Small Watershed Hydrology" version 1.00. West Virginia "Erosion and Sediment Controll-IandbookforDeveloping", May 1993, Section 4.19 Stormwater Management & Engineering Calculations Brief for Winchester Harley Davidson (0103-05 0532); NovcmUcr, 2005 Page 4 I � 7 I 11 I I I � I 0 GEOW.E GLARE JR I ZC1ED . 07 TAX ID • - 64-A,11l USE, VACANT I «. I Lu TW >` O b• i� O'SULLPVAN COIlr. OP. F 66 y W TAX ID • . 64-q_ISyI INV•bl •6 33 •ipt. SION y.p Z USE OUO•E00 /� , •6 a]'�T•TOP b•Rs " L•663503• �•m�byfo r661r1 �� M ru r / x6 NOTE: tl —cLerfis347•• OIK .b 11.1071• Io'43'b I' V aRAN L� D111CM � � � PROr. 30' NAGE ESMT. 5EE 5NEET T FOR ROOF DRAIN PIPE LAYOUT ox NI • • 1• I B %60C 11 • . y oxo HEAVY DUTY PAVEMENT = o y R WAT .97 b. y la Z S 7i {y BE •OTZ T. 6 y w • l a COMECT NTO I . , n ,•„ • 1• ID' 4 /� EW-I W w> p r `\ EX Q• Wit EX w.t pA y iit X r• TE f f RITUd bT DLM 90' IS4' y R $99qq ao r a END »71 \� EX TEES G.V nl U 6• P`� _ �� k ` "As' CL. I EX d� bb, FIRE 1 770 'p A .1p 21tlrRAP '• > / •^` 9 C •64.16b (EX) j M/:•'0. 2 eAN bftW. •61035 (r•- AeeT •AFGHAN 4• u0. '�' '� 9 BTORM lLET TABLE •- 'T V O E6-1 r I 33.23 LIP r RCr M 4 41 Intl LP x• mcr CL III . 0 — NV.66919 (OUT) CL Ill GORE DRILL FOR CTICN to F OO DI >p (tt•� P PROP. 6' TO EX MH 01-315 lit I 1< Y .Ir (IN) D F FIELD VERIFY Nv.EOF'.i.14i6 V y ' ,(� S• m NVIM"• 66196 (OUT) NV.66111 N 1• /� T~ O, 5 9a RN•6ill4%el M I O 11 O ,b 7 S3 NV:6 fv b 01-315 EX DI PN.66101 At � NV.blllb (N) TOP.6166 �� /� I NV. 411OO (OUT) U ii ES -I 1>y > 1012LF b 'RCP \ [+ '• .• : 45 Ill (OUT) Z CL III • S.9ps t b• • ' 6 www''' f J STIC WAT u R ^ x 66SI O NV-6 S AiW7,jo . ' METER 6� M'•i1330 (OUT) W a POLYETN PIPE F �. • ZOt4ED O Nv.61333 !NI 4 TAX ID • - 64-A-69T I G wYGHT POLE i IF EL V-6ac J ��pe NV. 613AXOUT) �Y 1A Ow 2 9 LF J u • 4 FLOOR AREA 33,06, Y 4 >� • P Sl INV.666.99 (N) W w 1A G 1A III O E2 O.' H NOk::AP F, p 66i.49 (SLAT! i -( E • VAN ACCESbAOLEP IGMT F\7LE O TMC > ..�4 Tp, bb DI-35 y �y X O CO-D W•3023 NV.66631 (N) 6 L • i '� -l(Y �1 10• x W 2 Nv "an (OUT) 1yZQEE D? TO Qd)j A 4 1- La DI 30 ONAL � NV. ��i �Ap 4 �� WM101 A O NV.66133(N) •� ! : mil"T • 0 ~ I-IO'Xv REDUCE tlA 66133 (OUr) )( F'IROr. 30' • I• SDR 21 OM'T _ � • W DRAINAC# ESMT. �•� IS41 EX C O FIRE Ll x X E Ex 6' y \ we.PtPE�11A6 rt•� DI qT p LM 3.9 LF x' RCP tll • 0501t ® RY-60123 (OUT) 612 1• 'F' ,b DRAINAGE ESMT. m O W R 200 LF 74 •p1•�CT GLARE ONTO ROADS O ADJONOG O%1MPROPINTIEO. tj 11 t AN C.10. . E• r Cic. b-ePR110E •y 671D NOTE, GLARE FOR TOA PROJECT OIN rROVIDE F Q fUl _ 9$(�A EXA 6' M � 57 • G+ 6 b• 6� /< Frp EX D 414 -6 i 7S' BRL PROPOSED SIGN SCHEDULE U_ Y Ioxlo' cL. 1p. ti 675 SIGN • AREA SF. TYPE LOCATION �» W � .,y,� S RISE) RIPRAP 6 61j I746' VI � 9 ' lI y�� »' HIKaHI LE S LP 36• RCr SPCA 4 we SF. BUILDING MOWTCD PR-4W-"bE CENTER FRONT Ut BLOC. q `LJ- I �'C< LKi(f POLE- r66 LIGNf POLE 1 • 090i E . PROPOSED TARING L 11! W� ELEV.. 4930 616 614SIGWI 7 N '25 S0 SF. LDING NI MOUNTED FRANCD! (L IG,64T FRONT OF BLDG, &AM POND ESMT. EFT FRONT OF 51ILM AM-WITEC PLANS TAIL W z 20vERF OVERFLOW WEIR J YR ur,9 ELEV.•i6646 SIGN � O eo SF. POLE MOUNTED FRANCHISE J SEE PLAN z a a DICC U 141 6fl. 69.1 S-I 10 YR INS ELEV..66G93 _ EXPO' UTI ESM'T. -- --- ---- ----oUTIL PED. EW,,, T C5 U .i �k. IS• R1 { • .6685 2"10' CL I 66909Lc \ RCP �� NV..WV.r6451 IN R1F'RM g TB'15'10" E W Q DEMOLISH AND REMOVE EX S3'3Lp P)%,y I.O ® 16,64 64455`5 OUT POND OVERFLOW STRl1CTJRE, 48b.D E IN YI • Lb. W W bb q7 CCx1ST T !EW POND OP. \ /POSSIOLE FU PROPOSED ENTRANCE W p; bhp?A bb b1m,�` b1lL•- R STI •665.40 C LOF'h1Frs1TDPL T51Y So 6 k. 6 STAKE 100 YR. YYS ELEV..r6 GREEIJIWY ENGI ERING ui U.S. ROUTE 50 - MILLWOOD PIKE _ POSTED SPEED bs MPH A/X RNl VARIES (�+ ZONING USE SPACES ARCHITECTS USE GROUP ® GROUP CLASSIFICATION QUANTITY UNITS REQUIREMENTS NEEDED CLASSRICATION pARXRM SPACER PROVIDEDTO Y Ex. T! MOTOR VEUICLE SALES HA3 OF 6p•/4CtW 36 SNOIII¢DOM OP•66 30 TO•6115 RETAIL 3.161 PUBLIC P%7P• bt SPACE9 MV•663c^ PINV•664: 31 MITOMOVLE bERVICWG 0 SAY$ 35f`4LAY 5 OERVICE(l101 5F) EMPLOYEE V% 2p'. 14 SPACES RESTAURANT WTI OF I15PAA))10E5F II TENANT AREA MOTORCYCLE T X 20 • 14 SPACES GENERAL DUYaYFICE L6W OF 19PAnWISF 1 OFFICE AREA MOTORCYCLE S X I S. SPACES DATA JAN. 30, 2004 FERRY PROPERTIES LOE ISM SF NONE CUSTOM LOLPCE TOTAL• •b SPACES ZONED, MI JO 0 JO OTOILETS •S7 bF NONE TOILETS TAX ID • - 64-A-19B AK (ROOM 130 OF NONE BREAK ROOF! 9CAId 1• 30' USE, WSINESS GRAPHIC SC4LC STORAGE 7'S" OF NONE STORAGE SP (JV F" OUTDOOR DLAY 4" OF I WA/3CO" J OUTDOOR DISPLAY DESIGNED BY: 1[L TOTAL 90 P'B.E N0. OS78R �f'I •Ly / THIS SHEET FOR EROSION AND SEDIMENT GONTROL ONLY z Lu A-1 ACRE W C .75 �• .� 1� IM111111� 1 11111111� �� �� •� � •� �� 11111111� .� �• 111111� .� �� � W ER05ION/5EDIMENT CONTROL LEGEND ' I �G W NO. KEY SYMBOL DESCRIPTION • Q o Tetquvn s•n b coi•nA.cnoM Ex DI D' Yi Aft •6 x6►+L 6e6 Z S •O! O !m 0 aAVWRmxTm7mc10• ' 6 I W ''S ' 80 W ' 8 !tr ® � �'� �•'�•'•� 04 L •be3603' � 68m �b 1 \ � 5u w ..•.r.� +e�vwMT va.e o••u 11.133o i 6,e !ls ® �URlf •'wrecnow ' .07' •68342e' •b�F . I I !� ® —►—►_ RIM .b,1b�,• RAGK \ _�•• �I I i ee b•J711eIf ee« I - 3 ® LMTjQGIlIRII! 1 M.W * • G fo A''2."L6J / RESPONSIBLE LAND DISTURBER Af � �m Ir own��I l•P THE RFSPONSIBLZ LAND, is THE FOR W.66tol OW =OUT THE LAND DISTURBING -AS SET FORTH IN THE PLANS. IF co �• i • �.� tn {� �1 �: `,�%� '.'��� •�,�� 4,s SAL' ::r'' • Z eA•N u•oN Or bTL StAftR Mbt7Ek� 61235 J wT%m E .� m cww ' Z G. 200 0 200 oI / v) Ow W PW I • �—= x / w GR SC&E (�+ �TJ 4 j ix. rrbti 7�i�0 E / / = c YI 610 (� ` S •/i .6643! IN Im' ODE O•�Rf#�IGT / �{B1i _ OP•63.'S / PROP09ED •66l.40 / be\+f, My 664.49 OUT eCp QpeN eP1t,t44Y 60m • STAKE �— b o.7 1 T .61m.ffitb YET 5TORA&EE ELEV..660. L— _ ,6 41%jE02MFNT y / HASIN [ONVrRSION TEMPORARY SEDIMENT TO BE DAM JAN. 30, 2004 U.S. ROUTE 50 - MILLWOOD PIKE R+ BASIN CONVERTED TO PERMANENT STORM WATER MANAGEMENT POND UPON COMPLETION OF SITE STABILIZATIDN AND APPROVAL ADDITIONAL 1.5 BY THE EROSION AND SEDIMENT CONTROL INSPECTOR SCALE: AS NOTED VOLUMN OF SEDIMENT BASIN. TO BE REGRADED DURING] 30 —0 L VEST END OF POND EMBANKMENT TO GRADES AND ELEVATIONS SHOWN ON GRADING PLANS DESIGNED BY: ML CONVERSION TO SVM POND. EX YI REMOVE ALL ACCUMULATED SEDIMENT AND REGRADE GRAPHIC SCALE ® EX 71 (6, FEET) TOP•6115 POND BOTT0IL REMOVE SEDIMENT BASIN RISER STRUCTURE. FILB NO. 0518W TOP•666D3 INV.66330 INV.66s91 CONSTRUCT SWIM RISER STRUCTURE. SEED AND MULCH POND BOTTOM AND SIDE SLOPES SHEET 3 OF 11 1�x STORM HATER MANAC�E.MENT POND • iz I SER DETAIL PROJECT: Winchester Harp Davision STORM SEWER DESIGN COUNTY: Frederick COMPUTATIONS DESCRIPTION: Site Plan IMPERIALUNITS HYDROLOGY DIST: 3/24/2004 SHEET 1 of I PROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TIME MIN. RAINFALL INTENSITY IN.M. RUNOFF Q C.F.S. INVERT ELEVATIONS ft LENGTH FT SLOPE FTIFT DIA. IN. n CAPACITY C.F.S. VEL. FLOW TIME FPS SEC. REMARKS . INCREM. ACCUM. UPPER LOWER S4 S3 Roof Drain S2 S3 S2 S2 S1 7.72 0.30 0,68 0.39 0.70 0.80 0.90 0.85 5.40 0.24 0.61 0.33 5.40 5.64 0.61 5.98 5 5 5 6.70 6.70 6.70 36.21 37.81 40.04 672.09 671.18 670.16 671.28 670.26 669.83 161.70 183.90 65.00 0.0050 0.0050 0.0050 36, 36 36 0.013 0.013 0.013 47.16 47.16 47.167j 7.3 22.1 7:4 25.0 7.5 8,7 Ew-I DI-3B DI-313 1.08 '1.85 8.47 9.38 10.52 673.50 673.13 668.49 668.17 667.33 673.33 668.99 668.37 667.53 667.23 33.95 70.22 23.55 128.79 20.00 0.0.050 0.0590 0.0050 0.0050 0.0050 18 18 24 24 24 0.013 0.013 0.013 '0.013 0.013 7.43 25.51 16.00 16.00 16.00 2.9 11.8 8.3 8.4 5.1 4.6- 5.3 24.5 5.4 3.7 DI-3C DI3C DI-1 DI -3B DI-3B S5 S6 0.23 0.70 0.55 0.75 0.40 0.16 1 0.12 0.98 1 0.01 0.16 0.28 0.98 1.26 5. 5 5 6.70 6.70 6.70 S6 EX S7 S7 S7 S8 0.21 1.30 0.03 S8 9 S9 0.16 0.85 0.14 1.40 5 6.70 S9 S 0.16 0.85 0.17 1.57 5 6.70 . 0.93 0.70 0.65 3.41 0.65 4.06 14 14 4.60 4.60 2.99 18.68 664.49 663.30 . 84.00 0.0142 18 0.022 7.40 4.2 20.1 SEE NOTE 1 MI-EM)aSTrNG18r" [NOTE --4 FROMSWM TO EX 12 IS ADEQUATE PER HYDRAULIC GRADIENT COMPUTATIONS UNDER PRESURIZED FLOW CONLITIONS PROJECT: WINCHESTER HARLEY DAVIDSON . HYDRAULIC GRADE LINE COMPUTATIONS 3/17/2004 Outlet JUNCTION LOSS Inlet Water Rim Final Inlet Water Do Qo Lo Sfo _ Hf Vo Ho Qi Vi QiVi Vi^2 Hi Angle Ha Ht 1.3Ht O.SHt H Surf Elev Elev. Str. Surf Elev (ft) (in) (cfs) (FT) (%) (ft) (fps) (ft) (cfs) (fps) 2g (ft) (deg) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) -„ % 5 ? Y-1 18 18.70 • 84.00 3,1.7 2.6b 4.20 0.07 15.70 4.20 b5.94 0.27 0.10 0 0.00 0.16 0.16 0,08 2.74 L �.G'YN ^•'' •�;^n:.n �_aGdti1L':5.:.}+7w II..>'7...4_ _a_i: �1 Ia,LI wsQl6.:t.; - - --------- - -- --- r - - - - \\ -4wS s� GEORGGLA!a Ir— \ To O U6E vAE G.4NT F•4v Ex D1 um vocwr - TOP .68 ~11'� M� N •!ob 17y 3 DiT �IcGVw _ 1` 4•TGT•I9AR •TW � `�.,ye [A* L:. vp E " -_- _- }` - rE , \ . EV .". j _ i64 µe LP WtABB L�il'J PITG4 •`1!i f of MA9 !y B G 4b• 3- w'"E T AN aTAT�1�i .� 7 � i... \ I ` I G" - _.� ` 1 GGMJE+ ?e �te, l .�"c ,P -- Mt• � •."iF'� - 6LDG. 90'�C � 1 kb•1E � !b I a y, .9 I </ 5• BE•lp FF. G.v. ti�3 a•� ,Ji �� w now i. -_- , ^„ • ,� 1 1 �r _ ,per J / NET _ ��'-+ 6 0'i DT 22m 1 4'` m/C a rJbe: b+ ✓ . $� ..� _ oCo Fx. TcEj r:r.✓ EX Caa I ' i2 � ?r��,lr `! 1 yFPRE 26 _ �.61C33 !8•.1°RO, �6~ q s11C17T a 4- Go -__ 33.'YS LF o ' IR;F °tv rpT \�\- tD - j GL IPI • ¢• e. ' ^ TO EX nN yJy- �Y t•.V.c, 1 1 , f y _ \ /l�.� I it 1-641911 Pf •bb9o: o� i 1 L! �LI ,� ��• \'m { t .;1 I EX B' , -'•\ I ;t r —� _ter / f �\ �.'E_ ql 1 ,i.. - 1 ,�.:. i 1032 LF 16 " RCt' - CL I J br' b r Le«^ rrr�—JJ kw 4FIQG , I VIWA �p 5 'T. TO 2 • ' iu DR.Gl1.3GGE E5H'T. 'i• •2 \ 4f'LE •EX. tr'59Ca1G -in 1� • • � .boa= PLC _ T A 4SM4MM F �4 -' ' 4 Lldl IOf► - M "P-- TL•R� 4, R= AMA ° 3i,IM r i SIP£ TAX 1D • . 6A_A_"- r� FF ELEV-6ae oo CLDG. WE.5,4T - P1.0-7@ ARE..' 35IDr2C` &' { i �%! r N•YND • f1) VAN a;,rE65nENLE � 15" EX. 35 q y! 65 6 � r v >✓ pRGP. °S12`1 FOND E8i"t'T.- . P!EOF'J�,iED-TAI�IPYs LL ..�_ AFdD'.-IiTEC'T AN9 ` AIL i I` b 20, WIDE tua'r r �ni, oT� r- --- EX UTtI Q r � r - 'SIC.'==�i •66B^ 2m'xl.V GL.I 663.O9:rIN \ Vi iNV.b6455 IN DES"I AND 6TRL'CTfWCc c.FC PGND GVERFLOW TURE, \\` ww 'Tlg'vCT NcUI tkV t�aa _jej U.& Rlifte 50 - MILLV® PACEpor vv VA U.�. ROUTE 5o - MILLWOOD FIKE �' PGBTx� 9fgEO 33 Mfl$4 RlUI VARf--6 40. \G . 7 5' DIL LF 36 ` FG-.P L1G4T G_ \j1.0 2 YR UL9 cLEJ•66a.4Co 1 T'R US EL=V 66a.e.3 404.014' l[ 7 E i. -r l N.obJg.4Q ILnli YR IIUS ELE'✓..6c3b' �/� ,I .� 60 2 t' �t4 SAM .R N _vlow 616 79 r 60 - r ZONING USE. SPACES ARCHITECTS USE GROUP CtASS1FIGA ,ON OL'AYTITY UNITS R£GURk-MENT9 NEEDED I:L}138IRICA". rcR vE� IE ?A;.c? '.4I'1} SYMBOL DOM" -- PmrTDE CcKrmA1[ cmffTjm .�Q pQaw 1 okadro T{ m O 1MT0 FL VJ A�1/ 0 IOC♦0 HLALxw is IOOn Tm A OmTM /= gTLMR C /Om r o A on= compff 1 w M1�R L IALZ f am ItAN'f A17YLT PAVO IQ1if1 L TNo p•0w a Aeo•a bw w den tivlen Nneen I• Nr • peproed I�n•w1 ti w nrYwwftm ornr M Vw MT 1av- - p'im'v' hwA wN r•N and proposed Iipso to ere dopJCMd ur iriseted Dmom The r•noYrr of w s M Is *Won Men a 1M Hen by S sommfr D%t•°r•i k• Job OL IMI do•od JwwwV 3L rM wd w approved uy rYedor'kk Ow w*, VA > L Dcb~ 1W w of proposed oMr•p MAir of be placed a •o ro• aww Mere wA* •dMh rear A pr♦or1Ya a 4. At wW%w ore M be Worted wukrVww %L s LL a G cJtAPffic arArr p i b w btu bW VAVW WM pNUlM LN PCMMA Alm ANUMTM !G 11A[O a tlltlm" cwum We sea PRELIMINARY Ca� U � I� � •mil 4-A L +n y W 0 0 a 4 � V C 02 Drarkna No. I I I I I I I I I Culvert Calculator Report Worksheet-1 Solve For: Discharge Culvert Summary Allowable HW Elevation Computed Headwater Elev< Inlet Control HW Elev. Outlet Control HW Elev. 676.00 ft 676.00 ft 675.62 ft 676.00 ft Headwater Depth/Height Discharge Tailwater Elevation Control Type 1.30 47.88 cis 674.28 ft Outlet Control Grades Upstream Invert Length 672.09 ft 167.70 ft Downstream Invert Constructed Slope 671.28 ft 0.004830 ft/ft Hydraulic Profile Profile PressureProfile Depth, Downstream 3.00 ft Slope Type N/A Normal Depth 2.56 ft Flow Regime N/A Critical Depth 2.25 ft Velocity Downstream 6.77 ft/s Critical Slope 0.006174 ft/ft Section Section Shape Circular Mannings Coefficient 0.013 Section Material Concrete Span 3.00 ft Section Size 36 inch Rise 3.00 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev. 676.00 ft Upstream Velocity Head 0.71 ft Ke 0.20 Entrance Loss 0.14 ft Inlet Control Properties Inlet Control HW Elev. 675.62 ft Flow Control Transition Inlet Type Groove end projecting Area Full 7.1 ft2 K 0.00450 HDS 5 Chart 1 M 2.00000 HDS 5 Scale 3 C 0.03170 Equation Form 1 Y 0.69000 untitled.cvm Potesta & Assoclates CulvertMaster v3.0 [3.0004] 10/25/05 11:39:50 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 r Worksheet for Curb Inlet In Sag - 1 Project Description Flow Element: Curb Inlet In Sag ' Solve For: Curb Opening Length Input Data Discharge: 2.47 „ i ,", � ft'/s ' Spread: 6.50 ft Gutter Width: 1.50 ft ' Gutter Cross Slope: 0.03 fuft Road Cross Slope: 0.03 ft/ft Opening Height: 0.50 ft ' Curb Throat Type: Horizontal Local Depression: 0.20 in ' Local Depression Width: Throat Incline Angle: 6.00 90.00 ft degrees , Resuits Curb Opening Length: 8.45 ft Depth: 0.19 ft Gutter Depression: 0.00 ft ' Total Depression: 0.02 ft u CI Rip -Rap Bank Stabilization Design Design Design Discharge :; _ :245 1 cfs, using TR-55 2yr Type II storm for jefferson Co. Mannings Eq. V=(1.49/n)((Rh^(2/3)*(s^(1/2)) V= - fps Q=AV Mannings n = 0.132= from Figure 8, WV Erosion and Sediment Control Handbook Slope of Stream s = 0.40 Rip -Rap Size d50= 4; Wetted Perimeter depth slope base Area Hydraulic Radius WP= b+2*D(1+z^2)^0.5 ft d= 0.13.:-: e :; ft z=�; .0 z:1 b=10 ft A= b*D+z*D^2 Rh = A/wetted perimeter W P = F 1-0.277 ft A= 1.34 _ ft^2 Rh= : 0.130 ft Q= 777-2-4-51 cfs l 0 FREDERICK Departmi6tJof lar'mItnWIDevelopment 540/665-5651 FAX: 540/ 665-6395 January5, 2006 Mr. Joe Knechtel, P.E. Potesta & Associates, Inc. 508 Front Royal Pike Winchester, Virginia 22602 RE: Approval of Site Plan #78-05, Harley Davidson — Storage Building Property Identification Number: 64-A-159T Dear Joe: The above -referenced site plan was approved on January 5, 2006. The site plan is approved for the construction of a 4,800 sf storage building on the existing Harley Davidson site located on Independence Drive. Required site improvement includes a paved parking lot with eleven parking spaces (including one handicap accessible), curb and gutter, and landscaping. I am providing you with three (3) 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 reference, 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 or concerns. Feel free to contact me if you have any questions. Sincerely, Candice E. Perkins Planner II Attachments CEP/bad cc: Jane Anderson, Real Estate Patrick Barker, Economic Development Commission Gene Fisher, Shawnee District Supervisor June Wilmot and Robert A. Morris, Shawnee District Planning Commissioners Barbara Grove. 1038 Heath Place, Winchester, VA 22601 Ervin Development Corporation, 1830 Plaza Drive, Winchester, VA 22601 107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000 • Request For Site Plan Comments Frederick County Engineering Department Oail to: -rederick County Engineering Dept. Attn: Director of Engineering '07 North Kent Street Winchester, VA 22601 540) 665-5643 Hand deliver to: 107 N. Kent Street, Suite 200 North Building, 2nd Floor Winchester, VA (540) 665-5643 Dlease fill out the information as accurately as possible in order to assist the agency with their 'eview. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Potesta & Associates, Inc. Address: 508 Front Royal Pike Winchester, Virqinia 22602 Phone Number: (540) 450-0180 Name of development and/or description of the request: Winchester Harley Davidson - Storage Building Engineering Department's Comments: Pin u64-A-159T - 140 Independence Drive, Winchester. Virqinia 22602 At corner of US Route 50 - Millwood Pike & Independence Drive. Engineering Dept, use only Date received Date revision received Date approved Incomplete Incomplete Date reviewed Date reviewed Signature and Date nrr%e-m Signature and Date (revision) R HOLI V "'D NUV 0 4 2005 FREDERICK COUNTY 17 M]BIIC WORK & INSPECTION' 1 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 November 17, 2005 Mr. Joe Knechtel, P.E. Potesta & Associates, Inc. 508 Front Royal Pike Winchester, Virginia 22602 Re: Review Comments for Site Plan #78-05, Harley Davidson — Storage Building Property Identification Number (PIN): 64-A-159T Dear Mr. Knechtel: 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 Staffs comments listed below and then prepare a revised site plan which adequately addresses each concern. Review Comments: 1. Special Limited Po-vver of Attorney. SLPA's need to be provided giving the designer permission to create and make changes on this plan (Adams Development to the designer). 2. Curb and Gutter. Curb and gutter is required along the parking spaces by the sidewalk. 3. Impervious Area. On the coversheet under parking landscaping, it states that there is 4,800sf of impervious parking area and under the landscaping section, there is 14,800sf of impervious surface. The tree calculations need to be based on total impervious (pavement) area. If there is a total of 14,800sf of new pavement, eight perimeter trees are required. 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 final administrative approval. Comment sheets are required from the following agencies: the Frederick County Inspections Department, the Frederick County Engineer and the Frederick County Fire Marshal. 107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000 4 Page 2 Mr. Joe Knechtel, P.E. Review Comments for S. P. 978-05 November 17, 2005 Sincerely, vlyl',� Candice E. Perkins Planner II cc: Barbara Grove, 1038 Heath Place, Winchester, VA 22601 Ervin Development Corporation, 1830 Plaza Drive, Winchester, VA 22601 CEP/bled Attaclunent 7/ The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. ✓ Administrative Information ✓ 1. Name of proposed development. ✓ 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. ✓ 4. Name, address, and phone number of designer. ,/ 5. Certificate of surveyor, engineer, or architect. vl� 6. Date plan prepared and date of revisions. MIA 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. 8. A space labeled "Approved by the Zoning Administrator" for the approval signature and date of approval. `1 / 9. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) General Site Information Y N ✓ 10. Location map (scale 1:2000) 11. Magisterial District 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right-of-ways, streams, and railroad tracks. ✓ 16. Surveyed boundaries for all lots and parcels. 9 General Site (con't) Y N 17. Acreage of all lots included in the plan. 18. The location and dimensions of all required setbacks and yard areas. IJ (P 19. The location and type of all dwelling units. N (A 20. Location and description of all recreation facilities. ✓ 21. Location of sidewalks and pedestrian ways. K 22. Location and area of common open space. A 23. The location, height, and dimensions of all signs. 24. Location, height, and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. n 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Building Information Y N 27. The height of all buildings and structures. 28. Location of all buildings, structures and uses. 29. The proposed use of each building, structure and area. 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. Roads Y N ✓ 31. Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public right-of-ways. m • • o'\- 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 36. Dimensions, boundaries, width, pavement, and construction of planned roads. FaVCMJA� Utilities Y N N / h 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. ✓ 38. Location and width of all easements, including access, utility, and drainage easements. ✓ 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parkin Y N �✓ 40. Calculations describing the required number of parking and loading spaces. ✓ 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N 43. Existing and finished contour lines. . ,Li / A-- 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. Landscaping Y N 46. Landscaping plan describing location and types of plants to be used. 47. Location of required buffers and screening with cross sections or profiles. Erosion and Sediment Control Y N 48. A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12 wk 1 2 3 4 SITE PLAN APPLICATION Department of Planning and Development Use only. r is :,on -- - - -- -— C I Fees received: Project Title: Winchester Harley Davidson - Storage Buildinq Location of Property 140 Independence Drive (street address) Winrhester, Virginia 22602 Property owner: Barbara Grove Address: 1038 Heth Place Winchester, Virginia 22601 Telephone: (540) 662-4468 Applicant/Agent Potesta & Associates, Inc. Address 508 Front Royal Pike Winchester, Virginia 22602 Telephone: 540) 450-0180 Designer: Potesta & Associates, Inc. Address: 508 Front Royal Pike Winchester, Virginia 22602 Telephone: (540) 450-0180 Contact: K. Joe Knechtel, P.E. 6 R • • 6a. 6b. 7a 7b 8. a) b) c) d) e) 0 9) Is this a standard or 'minor' site plan? Is this an original or revised site plan? Total acreage of parcel to be developed: Total acreage of parcel: Property Information: Property Identification Number: Current Zoning: Present Use: Proposed Use: Adjoining Property Use(s) Adjoining Property Identification Number(s) Magisterial District(s) Standard X Minor Original X Revised 0.75 ac 6.2858 ac 64-A-159T B2 Commercial (Motorcycle Sales) Vacant 64-A-159 E Shawnee 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: 7 3;j () 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 WHAT YOU WOULD LIKE TO HAVE COMPLETED. INITIALS DATE & TBIE Ca"ndi Bernie Mark Susan Eric Mike Kevin John COMMENTS: Received by Clerical Staff (Date & Time):