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HomeMy WebLinkAbout21-08 Sherando TN CTR Lot 4 - Retail - Opequon - BackfileSITE PLAN TRACKING SHEET Date: 3_ 0 0 File opened a5 a� Reference Manual updated/number assigned D-base updated File given to Renee' to update Application Action Summary CLOSE OUT FILE: 3 o� Approval (or denial) letter mailed to applicant/copy made for file 13 File stamped "approved", "denied" or "withdrawn" S oV Reference Manual updated b�10�D-base updated C 0 File given to Renee' for final update to Application Action Summary C a3 U:19cv1CommonlTrncking shtutlSht Plan Tracking wpd Rt,iscd 02101/03 SITE PLAN APPLICA.'TION CHECKLIST The cbecklist shown below specifies the information whicb is required to be submitted as part of the site plan application. The Department of Planning & Development will reNriew the application to ensure that it is complete prior to accepting its 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 m6ew 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 GIS (Geographic Information Services) ✓ Frederick County Sanitation Authority Frederick County Building Inspections Department ✓ Frederick County Department of Public Works Frederick County Fire Marshal X Frederick County Health Department 'C Frederick County Department of Parks & Recreation Virginia DTmtnent of Transportation (VDO'T) y_ City of i'Ymchester Y_ Tovrn of Stephens City Town of Nriddletown "f Frederick County / Vrmchester Airport Authority f/ (2) One (1) copy of the Site Plan application form. L-- (3) Payment of the site plan review fee. Ll-- (4) One (1) reproducible copy of the Site Plan (if required). `0 DATE NO. 1V RECEIVED FROM �/� L' G , LL . m r o /� P l05 WNz c lao i�� Va old\��� ADDRESS �*,�Q w. ; 1t` _✓�. C� »J DOLLARS $ I�LC� o Q C N �N_yy > ClFOR RENT S�.�s2_ r Iln�n.�-�� v /0�),�q G-A-1 ttLe � Q Cl❑FOR oQcf>�, U AMT. OF ACCOUNT CASH '1 � � AMT. PAID I� Q r CHECK U z U i CD BALANCE DUE MONEY ORDER BY ,t SLO p cd w �. C) COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX:540/665-6395 May 13, 2008. Ms. Joanne Maidens Patton Harris Rust & Associates, PC 117 E. Piccadilly Street, Suite 200 Winchester, Virginia 22601 RE: Approval of Site Plan #21-08; Sherando Towne Centre Lot 4 Property Identification Number (PIN): 86-A-102F Dear Joanne: The above -referenced site plan was approved on May 13, 2008. The site plan is approved for the construction of a new 5,836 square foot retail building located off of Warrior Drive in the Sherando Towne Center. Required site improvements include the following: Construction of a parking lot with 30 spaces (including two handicap accessible), including curb and gutter, striping, handicap access and landscaping. A screened dumpster area. Landscaping as shown on sheet 4 of the plan. 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 four (4) 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. Sincerely, Candice E. Perkins, AICP Senior Planner Attachments CEP/bled cc: Bill Ewing, Opequon District Supervisor Roger Thomas and Rick Ours, Opequon District Planning Commissioners Jane Anderson, Real Estate C mmissioner of Revenue herando Towne Centre LLC, PO Box 2715, Winchester, VA 22604 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning & Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601 o i .',`( 2 0 2008 013 ,2650�2 3 051z:,2000 ;.,ailed rom 2260 sS 0S ,=,r Sherando Towne Centre LLC PO Box 2715 Winchester, VA 22604 NIXIE 201 DE 1 00 0'5/17/00 RETURN TO SENDER ATTEMPTE::D -- NOT KNOWN UMI=)MLE TO FORWARD MC: 22501 500099 r 301 7 — OE-320— a 4 - 00 1>>1)1),1)1)))„)1,,,M)1> 111,)1)11)1)1„1 Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 May 13, 2008. Ms. Joanne Maidens Patton Harris Rust & Associates, PC 117 E. Piccadilly Street, Suite 200 Winchester, Virginia 22601 RI;: Approval of Site Plan #21-08; Sherando Towne Centre Lot 4 Property Identification Number (PIN): 86-A-102F Dear Joanne: The above -referenced site plan was approved on May 13, 2008. The site plan is approved for the construction of a new 5,836 square foot retail building located off of Warrior Drive in the Sherando Towne Center. Required site improvements include the following: Construction of a parking lot with 30 spaces (including two handicap accessible), including curb and gutter, striping, handicap access and landscaping. A screened dumpster area. Landscaping as shown on sheet 4 of the plan. 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 four (4) copies of the approved site plan. Please forward these copies to the appropriate representat ive(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 OXVner(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 Attachments CEP/bad cc: Bill Ewing, Opequon District Supervisor Roger Thomas and Rick Ours, Opequon District Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue Sherando Towne Centre LLC, PO Box 2715, Winchester, VA 22604 107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000 Patton Harris Rust & A&ciates Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street PHR-AWinchester, VA 22601 T 540.667.2139 F 540.665.0493 To: Organization/Company: Address: Telephone Number: Date: From: Project Name/Subject: Via: Candice Perkins Frederick May 8, 2008 Ron Mislowsky Sherando Town Center Lot 4 N,Ay G 2Ai;"D Transmittal Internal Project File #: Quantity File # Date Description Transmitted ® Herewith 6 Sets For approval & Signatures ❑ Under separate cover Material ❑ Originals ® Photocopies ❑ Diskette ❑ Shop Drawings ❑ Mylar ❑ Ozalid Prints ❑ Invoice ❑ Sepia Purpose ® Your Use ❑ Your Files Notes: ElApproval ❑ Please Return: Corrected Prints ❑ Please Submit: Revised Prints Received by: Date: Patton Harrioust & Associates • J April 8, 2008 Candice Perkins Frederick County Planning 107 North Kent Street Winchester, VA 22601 RE: Sherando Towne Centre Lot 4 We have the following responses to your comments dated March 26, 2008. PHR- \ 1. Special Limited Power of Attorney Form. Please have the property owner l l sign the attached Special Limited Power of Attomey Form prior to further review or approval. This form should be notarized and completed to grant the applicant (you) with authorization to represent them for this site plan. Signed Special Limited Power of Attorney Form attached. 2. Signage. This development currently has a multi -tenant complex sign and, therefore, signage for lot 4 is limited to a 12 foot tall 50 s.f. monument sign. Revise the notes on sheet 2 to reflect this sign size and also include building mounted signage requirements. Signage notes have been revised. 3. Lighting. Provide a detail for the fixture to be used for the pole lighting and indicate if any building mounted lighting will be used. Lighting detail has been added. No building lighting is proposed at this time. Please find one set of the revised plan attached here for your review. Please feel free to contact me if you have any questions. Regards, PM0anneidens AR)US RUST & ASSOCIATES 0 • COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 67s-0682 Mr. Ronald A. Mislowsky Patton Harris Rust & Associates 117 East Piccadilly Street Winchester, Virginia 22601 April 14, 2008 RE: Revised Site Plan Comments — Sherando Towne Centre Lot 4 Frederick County, Virginia Dear Mr. Mislowsky: Upon review of the revised plan dated March 24, 2008, all of our previous comments have been addressed. Therefore, we recommend approval of the subject site plan. Sincerely, e C. Wilder Deputy Director JCW/mlr cc: Planning and Development file SHERANDOTOWNECTR 107 North Kent Street • Winchester, Virginia 22601-5000 Request for Site Plan Comments Frederick County Inspections Department Mail to: Hand deliver to: Frederick County Inspections Dept. 107 N. Kent St., Suite 200 Attu: Building Official North Building, 2nd Floor 107 N. Kent Street Winchester, VA 22601 Winchester, VA 22601 (540) 665-5650 (54 0) 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 c/o Joanne Maidens 117E Piccadilly Street, Suite 200 Winchester, VA 22601 Phone Number: (540) 667-2139 Narne of development and/or description of the request: Location of property: Warrior Drive Inspections Development's Comments: Sherando Towne Centre Lot 4 • 11 Joanne M. Maidens From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Ingram, Lloyd [Lloyd.Ingram@VDOT.Virginia.gov) Sent: Wednesday, April 09, 2008 8:45 AM To: Joanne M. Maidens Cc: Ingram, Lloyd; Hoffman, Gregory; Baluch, Stephen; mcheran@co.frederick.va.us Subject: Sherando Towne Centre Lot 4 - Retail - VDOT Site Plan Approval This is to acknowledge receipt of your revised plans dated March 7, 2008 for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. Please provide 2 sets of approved construction plans with signed seal for VDOT distribution. I offer the following comments: x The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. x No land use permit is required because there is no work being performed on VDOT right of way. Should conditions change, a permit must 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. Should you need additional information, do not hesitate to contact me or call Greg Hoffman at 1#540-535-1824. Lloyd A. Ingram, Transportation Engineer Virginia Department of Transportation Edinburg Residency - Land Development 14031 Old Valley Pike Edinburg, Virginia 22824 Phone # (540) 984-5611 Fax # (540) 984-5607 1 From:LiFESAFE 03/28/2008 O8:45 • D-f i"ivta11. €_ R!�' L�-<H : '!i: C, e. tl+i~ :f';'e .�i4 0't'.(�.�:t Control number Dale received s e0 ©- 0021 3/26/2008 Project Name Sherando Towne Center Lot 4 Address City 117 East Piccadilly St Suite 200 Winchester Type Application Tax ID Number Site Plan 86-A-102F Current Zoning #930 P.001/001 Date reviewed Data Revised 3/27/2008 Applicant Patton Harris Rust 8 Associates Slate Zip Applicant Phone VA 22601 540-667-2139 Fire District Rescue District 11 11 B Recommendations Automatic Sprinkler System Automatic Fire Alarm System Yes Yes Other recommendation Election District Opequon Residential Sprinkler System No Emergency Vehicle Access Hydrant Location Fire Lane Required Adequate Adequate Yes Siamese Location Roadway/Aisleway Width Special Hazards Not Identified Adequate No Emergency Vehicle Access Comments Access Comments Additional Comments Plan Approval Recommended Reviewed By Signature S. Yes J. Neal Title 4*Aa.T' FREDE10K COUNTY SANITATION AtWORITY SITE PLAN REVIEW COMMENTS PO Box 1877, Winchester, VA 22604 315 Tasker Road, Stephens City, VA 22655 540.868.1061 Voice 540.868.1429 Fax Project S�Ww ✓Yii�i�` C T�,Lr _ �%7 '� /�/�r %G Applicant /T� �/5� VV l/IC 7/ 16 REVIEW STATUS attention /9a%y review number R / "` correct & resubmit approved as noted number of items to be corrected approved 111I Ili .,-\O • kll J11d I'v DRAWINGS 2 send me by 1. print of sheets �, 5 2. two CDs: each disc shall contain the following plan sheets S a. One CD (containing all of the above noted slieets) shall be in PDF format. Each sheet shall be in its own file and be in landscape orientation. Each File shall be titled with the project name and appropriate sheet number. b. One CD (containing all of the above noted sheets) shall be in DWG format. Each sheet shall be in its own file and each file shall be titled with the project name and appropriate sheet number. Each sheet shall (1) be in landscape orientation, (2) be without a border, (3) be in state plane coordinate system NAD 83, and (4) be compatible with AutoCAD 2006. c. Each of the two CDs shall be labeled with its format and project name, and placed in its own paper CD envelope. EASEMENTS Ya I need a copy of the recorded onsite water and / or sewer easement(s). Y r� I need a copy of the recorded offsite water and / or sewer easement(s). I need a copy of the recorded deed(s) of easement before service wil I be authorized. OTHER Y 6? This project also requires DEQ - Valley Region approval. 4411 Early Road, P.O. Box 3000, Harrisonburg, VA 22801 (540-574-7814) Y ON This project also requires VDI-I — Lexington Office approval. 131 lValker St., Lexington, VA 24450 (540-463-7136) oe Date: 4�j Aq John G. Whitacre - Senior Engineer • 0 Special Limited Power of Attorney County of Frederick, Virginia Frederick Plannimg'Web Site: www.co.hrederick.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) Sherando Towne Centre LLC (Phone) 667-2120 (Address)_ ` 2- 0 V�. �J bd � / �� I�t , * 10 3 {�1%; r�Ll �e � �L't l��l a� �01 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. 050015751 on Page , and is described as Parcel: 86 Lot: A Block: 102F Section: Subdivision: Sherando Towne Centre do hereby make, constitute and appoint: (Name) Patton Harris Rust & Associates Phone: 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. I q_ In witness thereof, I (we) have hereto set my (our) hand and seal this day of ' rl' , 200 8 Signature(s) State of Virginig—City/County of I, K�Y_ aforesaid. c To -wit: otary Public in and for the jurisdiction fv that the nerson(s) who sinned to the forcaoina instrument nersonally anneared before me PO - 3 ?3 COUNTY of >I' IZED><+ RACK Department of Public Works 540/665-5643 FAX: 540/678-0682 April 14, 2008 Mr. Ronald A. Mislowsky Patton Harris Rust & Associates 117 East Piccadilly Street Winchester, Virginia 22601 RE: Revised Site Plan Comments — Sherando Towne Centre Lot 4 Frederick County, Virginia Dear Mr. Ivlislowsky: Upon review of the revised plan dated March 24, 2008, all of our previous comments have been addressed. Therefore, we recommend approval of the subject site plan. Sincerely, )CC.Wilder Deputy Director ,ICW/mh. cc: Planning and Development file SHERANDOTOWNECTR VI C ,llly 107 North Kent Street ° Winchester, Virpinia 22601-5000 r CO of=I;bEIZICK Department of Planning and Development 540/ 665-5651 FAX: 540/665-6395 March 26, 2008 Ms. Joanne Maidens Patton Harris Rust & Associates, PC 1 17 E. Piccadilly Street, Suite 200 Winchester, Virginia 22601 Re: Review Comments for Site Plan #21-08; Sherando Towne Centre Lot 4 Property Identification Number (PIN): 86-A-102F Dear Joanne: 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 Power of Attorney Form. Please have the property owner sign the attached Special Limited Power of Attorney Form prior to further review or approval. This form should be notarized and completed to grant the applicant (you) with authorization to represent them for this site plan. 2) Signage. This development currently has a multi -tenant complex sign and, therefore, signage for lot 4 is limited to a 12 foot tall 50sf monument sign. Revise the notes on sheet 2 to reflect this sign size and also include building mounted signage requirements. 3) Lighting. Provide a detail for the fixture to be used for the pole lighting and indicate if any building mounted lighting will be used. 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 fi-om the following agencies: the Virginia Department of Transportation, the Frederick Count), Inspections Department, the Frederick County Engineer, the Frederick Count}; Fire Allarshal, and the Frederick County Sanitation Authority. Do not hesitate to contact me if you have any questions or concerns regarding this letter. Sincerdy, Candice E. Perkins, AICP Senior Planner Attachment CEP/bad cc: Sherando Towne Centre LLC, PO Box 2715, Winchester, VA 22604 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 • SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received Application Complete. Date of acceptance Incomplete. Date of return. l . Project Title: Shcrando Towne Ccntrc Lot 4 2. Location of Property: Warrior Drive (Address): 3. Properly Owner: Sherando Townc Centrc, LLC Address: P.O. Box 2715 Wlncllcstcr, VA 22604 Telephone: 540.667.2120 4. Applicant/Agent: Patton Harris Rust & Associates Address: 117 B. Piccadilly Street, Suitc 200 Winchester, VA 22601 Telephone: 540-667-2139 5. Designer: Patton Harris Rust & Associates Address: 117 B. Piccadilly Street, Suite 200 Winchester, VA 22601 Telephone: 540-667-2139 Contact: .loannc Maidens Pv1AR 2 4 2nO3 6a 6b 7a 7b 8. a) b) C) (1) C) 1) g) 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 hnformation: Property Identification Number: Cllrl'ClIt Zoning Present Use: Proposed Use: Adjoining Property Use(s) Adjoining Property Identification Number (s) Magisterial District (s) Standard Original 0.82 Minor Revised 0.82 050015751 /off a2 Vacant Retail COmmcrclal 060015751 ODCCIIIOn I have read the material included in this package and understand what is rccluired by the Frederick C011llty Planning Department. I also understand that all required material will be complete prior to the SUbmission Of my site plan. SlgnatUl'C Datc 2 6� • 0 Request For Site Plan Comments De})al'tII1Cnt of Planning, and DCVC101)Il]CIIt INlail to: Department of Planning and Development Attn: County Planner 107 N. Kent Street \Vinchester, VA 22601 (540) 665-5651 Hand deliver to: 107 N. Kent St. North Building, 211`' 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: Ad(hress: Patton Harris Rust & Associates c/o Joanne Maidens 117 C. Piccadilly Street, Suite 200 Winchester. VA 22601 Phone Number: (540) 667-2139 Name of dcvclopnient and/or description of the request: Shcranclo Townc Centre Lot 4 Location of property: Warrior Drive Planning and Developmcnt's Collllllellts: Planning and Developme"t use only Date received Incomplete Date reviewed Signature and Date Signature and Date (revision) Date revision received Incomplete Date reviewed Date approved Patton Harris Rust & Associates Sherando Towne Centre Lot 4 Frederick County, Virginia Erosion and Sediment Control Narrative March 24, 2008 Project Description The purpose of this project is the development of a retail building on approximately 0.8 acres. The site is located 1.5 miles east of I-81 near Stephens City northeast of the intersection of Fairfax Pike (VA State Rt. 277) and Warrior Drive in Frederick County. A site location map is provided on the Plans. Construction will consist of a building, and a parking lot with associated storm water controls, and extension of water and sewerage and other utilities. A total of 0.6 acres will be disturbed during Construction. Existing Site Conditions The site is a vacant grassed area characterized by slopes ranging from 1 to 4 percent. The site area eventually discharges to Wrights Run through various storm water channels. The site is vacant and covered \vith grass. Adjacent Areas The site is bordered by commercial to the north, south and east; and Warrior Drive to the west. Offsite Areas No offsite areas will be disturbed. Soils The on site soil is 3B Blairton silt loam, 2 to 7 percent slopes. (A soils map is provided as Attachment A.) This soil is moderately deep, gently sloping, and moderately well drained to somewhat poorly drained. Typically, the surface layer is dark brown silt loam about 9 inclies thick. The subsoil extends to a depth of 30 inches. hl the upper part it is yellowish brown, mottled silty clay loam. In the lower part it is light yellowish brown, to strong brown, and mottled channery silty clay loam. The substratum, to a depth of 36 inches, is yellowish brown, mottled very channery silt loam. Fractured shale is at a depth of 36 inches. Permeability in this Blairton soil is moderately slow. The available water capacity is low. Runoff is inedium. The erosion hazard is moderate. Natural fertility and organic matter content are low. The shrink -swell potential in the subsoil is low. The root zone extends below a depth of 23 inches, but the seasonal high water table restricts root growth. The seasonal high water table is at a depth of 1/2 foot to 2 feet from November through March.. These soils are in the hydrologic soils group C Critical Areas There are no critical areas. Every reasonable effort to control erosion shall be used in this project. These controls include, but are not limited to, silt fence and inlet protection. • 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. hlstallation 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 Handbook 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 sliall 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 Rust & Associates 2 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 540-667-2139 B. Construction entrance, silt fence, and inlet protection 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 shall remain in place Lentil 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 fiunisllecl 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 front 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 front 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 clays after final grade is reached oil any portion of the site. Temporary soil stabilization shall be applied within seven clays to denuded areas that may not be a Final grade but will i-cmain dormant (Undisturbed) for longer than 30 days. F. Control will be exercised through sequence of land disturbing operations, limiting duration of exposure of Lin -stabilized areas and installation and maintenance of physical control devices coordinated Nvith sequence of construction. Devices used are shown on the drawings and include, but are not limited to: 1. Construction entrances — (STD & SPEC 3.02) There is a high potential for tracking nlud on to adjacent roads during wet site conditions. Construction entrances are needed at the location shown on the plans to clean the tires of vehicles and equipment exiting the job site. 2. Silt Fence — (STD Sc SPEC 3.05.1) Reinforced silt fencing shall be placed along the down - slope side to Filter sediments before runoff exits the construction area. 3. Storm Drain Inlet Protection- (STD &SPEC 3.07) Storm drain inlet protection shall be installed immediately following installation of stormwater controls or prior to construction activities for existing storm drains, to prevent sediment from entering the storm drains. Patton Harris Rust & Associates 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 540-667-2139 0 0 G. Sequence of Land Disturbing Activities: 1, General: All applicable mechanical controls are to be constructed as tine 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 construction entrance; 2. Install culvert inlet protection 3. Install silt fence, where applicable. b. Second Phase: 1. Strip topsoil to stockpile area if applicable. 2. Provide vegetative cover if over 7 days; 3. Silt Fence, where applicable. c. Third Phase: 1. Rough grade; 2. Installation of utilities and parking lot stone base; 3. Inlet protection. 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. N/laintenance Program: All control measures are to be inspected daily by the site superintendent or his representative. Any damaged structure should be repaired at tine 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 4 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 540-667-2139 • 0 Permanent Stabilization: All disturbed areas not paved will receive at a minimum 4" of topsoil and be seeded as follows: 200 lbs Tall Fescue 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 days, 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. Patton Ha 117 East I lNincheste 0 0 3.0. Storm water management: All on -site structures have been sized to pass the 10-year storm using the Rational Method. Storm sewer calculations arc provided on the Plans or in Attachment B. On -site drainage areas arc illustrated on the Plans. Storm water management for proposed development area was included in the Sherando Town Centre Erosion & Sediment Control Narrative dated: October 26, 2004. The storm water management results were as follows: The proposed development area will discharge to a culvert that is just east of the site along VA State Rt. 277 and to a swale northeast of the site. Pre development about 12.23 acres drain to a swale northeast of the site, 3.61 acres drain to a roadside ditch along VA State Rt. 277 southeast of the site and 2.53 acres drain west. Post development all the areas Chain cast mostly through detention ponds (1.04 acres drain undetained to the ditch along VA State Rt. 277 southeast of the site) to either the Swale or the Glitch With the proposed on site ponds in place the 10-year peaks to the ditch along VA State Rt. 277 southeast of the site and to the swale northeast of the site after development is less than the preclevelopment peak and there is no drainage to the west. See the table below. Thus the development will have no negative impacts on the down stream channels. The ponds arc design to pass the 100-31ear storm through the standpipes associated with the ponces with 2 feet of freeboard. The pre -development drainage area was modeled using Haestad Methods PondPack 9.0. The SCS unit hydrograph method was used to generate the 2, 10, 100-year storm hydrographs. Tulles of concentration, runoff curve number, network SUrnmarles, and other pertinent calculations for pre-Clevelopnlent conditions arc provided in Attachment C of the Sherando Towne Centre E&S report dated October 26, 2004. The post -development drainage area was modeled using I-Iaestad Methods PondPack 9.0. The SCS unit hydrograph method was used to generate the 2, 10and 100-year storm hydrographs. Times of concentration, 1-11110ff CLU'Ve 11L1111ber, pond routing and Structure data, network summaries, and other pertinent calculations for post-Clevelopnlent conditions are provided in Attachment D of the Sherando Towne Centre E&S report dated October 26, 2004. RPc,,n-z frnm fie nre- and llost-development analyses are as follows: Pre 2-Year Peak cfs Post 2-Year Peale cfs Pre 10-Year Peak cfS Post 10-Year Peak cfs Northeast swale 15.08 14.48 35.36 35.40 Ditch along VA State Rt. 277 Southeast 3.12 3.67 9.03 8.45 West 2.12 0 6.21 0 Site total 20.32 17.64 50.59 43.80 Patton Harris Rust & Associates 6 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 540-667-2139 • • 4 9,g 1C � m �� �r.i: , 5• ti. LU LL 'Y �4, .41D` M1� 1B`r •.� Ir, � X � [".� _ LO 1c1 ! 36. 98 `" •!:> 9B 418 • to ` i': ..'j ,!� � ! r ���� ' ' etl[ 3B { + r 3C B !„ DO 1C ; / In I[. .a � ' � /.�• `R \tip^y `.� � c` �i.', � / C 3C tlt. tc �,? / • • �� V7 i� F 1C It t 4�/!yj 3B 448 ttl ,!'. �'!: t77 art j R 4.J tl. r•% it 96ic an J141D •� : t 3C I 38 I f 4, to o0 41b 41E vi 3Cn 3 c/� t I' f ^ n N Attachment A SITE Soils Map ATTACHMENT B SHLRANDO TOWNE CENTRE — LOT 4 Storm Computations n Sherando Town Centre Lot 4 Storm Coniputatlons October 10, 2007 Revised: March 7, 2008 n(cpp) Culvert Summary = 0.012 Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Q(des)cfs q(10)cfs v(10)fps From Cap.Chk 2 745.04 744.20 166.9 15 0.50 CPP 4.96 2.20 4.04 Str. 2 o.k. 3 745.71 745.24 94.2 15 0.50 CPP 4.96 1.04 4.04 Str. 3 o.k. Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Str. No. From 0(10)cfs Inv. In Inv. Out Inv. In. Top Elv. Type UHw/d Sx(fUft) d(ft) hw elv Spread(ft) 2 2 1.16 745.24 745.04 750.90 DI-1 0.0100 0.1 751.00 10.0 3 3 1.04 -- 745.71 751.50 DI-1 0.0100 0.1 751.60 10.0 Drainage Area Summary DA Area(ac) C CA T(c)min i(2)in/hr i(10)in/hr Q(2)cfs Q(10)cfs 2 0.20 0.85 0.17 5 5.4 6.8 0.92 1.16 3 0.18 0.85 0.15 5 5.4 6.8 0.83 1.04 FLUME 0.11 0.85 0.09 5 5.4 6.8 0.50 0.64 0 Chapter 9 — Storm Drains STD- Q 2; c! Appendix 9C-13 Performance Curve DI-1 in a Sump z f— 1 . 0 L LiJ Cl Source: 0. 5 / / .T I i I / i OPEN AREA = 2.33 FTZ i PERIMETER = 9.00 FT 1 50 1 i +r 0 C VDOT 1 of 1 VDOT Drainage Manual • • 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 AfEET YOUR APPROVAL PLEASE PROVIDE COMMENTS AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED. INITIALS DATE & TIME �,_ Candic¢) Angie Mark Dana Eric Mike , John Amber COMMENTS: Received by Clerical Staff (Date & Time): > > J l U:\Pam\Common\Document Approval Form.wpd COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 March 26, 2008 Ms. Joanne Maidens Patton Harris Rust & Associates, PC 117 E. Piccadilly Street, Suite 200 Winchester, Virginia 22601 Re: Review Comments for Site Plan 821-08; Sherando Towne Centre Lot 4 Property Identification Number (PIN): 86-A-1021? Dear Joanne: Planning Staff has reviewed the above -referenced site plan to determine eterine 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 Power of Attorney Form. Please have the property owner sign the attached Special Limited Power of Attorney Form prior to further review or approval. This form should be notarized and completed to grant the applicant (you) with authorization to represent them for this site plan. 2) Si�nage. This development currently has a multi -tenant complex sign and, therefore, signage for lot 4 is limited to a 12 foot tall 50sf monument sign. Revise the notes on sheet 2 to reflect this sign size and also include building mounted signage requirements. 3) Lighting. Provide a detail for the fixture to be used for the pole lighting and indicate if any building mounted lighting will be used. 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 fi-om the following agencies: the Virginia Department of Transportation, the Frederick Coujaly Inspections Department, the Frederick County Isngineer, the Frederick County Fire Marshal, and the Frederick County Sanitation Authority. Do not hesitate to contact me if you have any questions or concerns regarding this letter. Sincercjy, Candice E. Perkins, A1CP Senior Planner Attachment CEP/bad cc: OSherando Towne Centre LLC, PO Box 2715, Winchester, VA 22604 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning & Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601 MAR 3 1 2008 0161•+2650824'? N- ----$ VvA l- 13- _ . 03r 2612008 Mailed From 22601 US POSTAGE Sherando Towne Center LLC PO Box 2715 Winchester, VA 22604 NI�<Ir. 201 5E 1 OS 03/20/00 RETURN TO SENDER ATTEMPTED - NOT KNOWN LINADLE TO rORWARD DC : 221!*.01 9.00099 * 0011I7 .(L 09T9 2115 41 tt ��Q4���sd�S oafs •� 1 II�II�II �IIII�I III IIIIIIIIIIIII ��II I�I I11)I11111II I�III I/��1 ��