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Home My WebLink About037-95 Rite Aid Pharmacy - Opequon - Backfile (2)IL I SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) MIN- Frederick County Sanitation Authority Department of Planning and Development Inspections Department Frederick County Engineer (Public Works) Frederick County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) giro County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District x i I* p(-*--e(j0q W o . (-;(Ili .�4 Up �Jt r-jI JAI Gave f0c 4 U ?coct) -Pioc, t �4 q5 Ica, ��d� � o-,., -��r�r 4 RECEIPT FREDERICK COUNTY DEPT. OF PLANNING AND DEVELOPMENT - ---- P.O. BOX 601, 9-fQORTM�H90N-ST. /D 7 .t/. %�� sir'(eT N2 U24673 WINCHESTER, VIRGINIA 22601 AMOUNT DUE n �" -) . DATE �.� ` '1 ( I r I AMOU T PAID'�' .�� /•'�� ` ` �)-T-` RECEIVED FROM v L � �-+ N 1� 1 C � � L _ _ V \_ BALANCE DUE ADDRESS .i� THE SUM OF �- r��j��'i iJ►.�.�7� �.�JL� 1 W��L,ARS • T v _..._- PAID BY CASH FOR 1 �- CHECK OTHER f � By _ V dal Thomas W. Owens Director pCT �cg5 ,SIVV pip pEVEIOPMENt October 4, 1995 Walter L. Phillips, Inc. 207 Park Avenue Falls Church, Virginia 22046 Attn: Charles F. Dunlap, L.S. Dear Mr. Dunlap, COUNTY OF FREDERICK, VIRGINIA FIRE AND RESCUE DEPARTMENT 9 N. Loudoun Street, 2nd Floor Winchester, Virginia 22601 Douglas A. Kiracofe Fire Marshal I've reviewed the site plan submittal for the Rite Aid Pharmacy, to be located on Fairfax Pike in Frederick County. Enclosed are my review comments, and as you can see, the hydrant coverage shown is inadequate. Frederick County Chapter 10 requires a hydrant within 300' of the building perimeter. This measurement must be taken in the centerline of the street or parking lot lane, as this is where the responding Fire Dept. apparatus lays hose. A hydrant will have to be placed on site to ensure adequate fire protection for this site. I would recommend the hydrant be located at the entrance on the Fairfax Pike side of the site. The tap for the fire main can be made in the area of the domestic water tap. The hydrant should be placed on the island at the entrance, beyond the VDOT right of way, and within 3' of the curb. This is the only outstanding issue on the site to be addressed to receive approval from the Fire and Rescue Dept. If you have any questions on this issue, please do not hesitate to call me. ely, Douglas A. Kiracofe Fire Marshal cc: Evan Wyatt, Planner Frank Weller, Chief Stephens City Fire and Rescue Co.I I file DIRECTOR - (703) 665-5618 FIRE MARSHAL - (703) 665-6350 FAX - (703) 678-0682 COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No. 1004952816 Date Received 091195 Date Reviewed 100495 Applicant Walter L. Phillips, Inc. Address 207 Park Avenue Falls Church, Virginia 22046 Project Name Rite Aid Pharmacy Phone No.540-532-6163 Type of Application Site Plan Current Zoning B-2 1st Due Fire Co. 11 1st Due Rescue Co. 11 Election DistrictOpequon Tax I.D. No. 86-A-82 RECOMMENDATIONS Automatic Sprinkler System XX Residential Sprinkler System Automatic Fire Alarm System XX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Posted Fire Lanes required at all hydrant locations on site Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes XX No Comments Hydrant Locations Adequate Inadequate XX Not Identified Siamese Location Adequate Inadequate Not Identified XX Additional Comments Attached? Yes XX No Plan Approval Recommended? Yes No XX Signatu �. �C2 TitIc X;e- ' Um 1-7� 5 COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 (540) 722-3460 October 24, 1996 Mr. Steve Shipman C/O Alleghany Design Management, Inc. Route 3, Box 169-P Berkley Springs, WV 25411 Dear Mr. Shipman: WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 Ref: Land Use Permit #855-03397 Rite -Aid Pharmacy Route 277 Frederick County On October 17, 1996 I performed a re -inspection of the repair work at the referenced project. The following is a list of items that are not satisfactory and will need attention: 1. Remove and replace CG-12 handicap curb ramp and curb & gutter on the northern radius of the Route 641 entrance. 2. Cut a joint in the CG-12 handicap curb ramp at the corner of Routes 277 and 641. 3. Topsoil, seed and mulch disturbed areas east of the Route 277 entrance. (The grass is not growing satisfactorily.) 4. Reinstate the referenced land use permit to allow you time to repair the repair work. 5. Advise Rite -Aid they will need to obtain a land use permit to have lawn sprinklers within the VDOT right-of-way. Upon satisfactory completion of the above items, please give us a call to schedule a re -inspection. Sincerely, i Steven A. Melnikoff yy, Hwy. Permits & Subdivisionen Specialist Senior SAM/ rf ® ��F�® xc: Mr. R. B. Childress Mr. K. A. Steele s- Mr. Kris Tierney WE KEEP VIRGINIA MOVING SITE PLAN APPLICATION Department of Planning and Development Use only. �... 1 Gate application received Application 0 Complete. Date of acceptance 0 Incomplete. Date of return. 1. Project Title: Rite Aid Pharmacy 2. Location of Property Southeast corner of intersection of Fairfax Pike Rt. 277 (street address) and Double Church Road, Rt. 641 3. Property Owner: .lames L. Bowman Address: P.O. Box 6 Stephens City, VA 22655 Telephone: 4. Applicant/Agent Address Telephone: 5. Designer: Address: Telephone: o� Contact: , �� w, 4i l 540-869-1800 Phil Sanders SSS Development, L.L.C. 8330 Pacific Ave. Suite 503 Virginia Beach, VA 23451 804-723-1972 Walter L. Phillips, Inc. 207 Park Avenue Falls Church, VA 22046 703-532-6163 Charles F. Dunlap, L.S. 6 COUNTY of FREDERICK Department of Planning and Development 540i665-5651 FAY: 540/678-0682 March 7, 1996 Phil Sanders S&S Development, L.I.C. 8330 Pacific Avenue Suite 503 Virginia Beach, Virginia 23451 RE: Proposed Rite Aid Pharmacy Site Plan #037-95 Dear Phil: This letter is to inform you that the Frederick County Planning Department administratively approved site plan #037-95, titled "Rite Aid Pharmacy", on March 7, 1996. This site plan involves the construction of a commercial building (10,858 square feet) with 2 drive-in windows, 52 parking spaces, 3 accessible parking spaces and adjoining ramp facilities, 1 loading space, and 2 drive-in lanes that can accommodate 13 automobiles. The approved site plan also includes a landscaping schedule with 358 plantings. Enclosed are two copies of the approved plan. This will enable you to maintain a copy for your records, and provide a copy to the contractor. Please have the contractor contact this office to schedule an on -site inspection once all improvements are complete. Please contact me if I may answer any questions regarding this letter. Sincerely, Eric R. Lawrence Planner I ERL/bah Enclosure cc: Robert Sager, Opequon District Supervisor Charles Dunlap, Walter L. Phillips, Inc. T. Roy Jennings, Frederick County Real Estate BC: EMILY HALLOWAY, SECRETARY, BDC 107 North Kent Street • Winchester, Virginia 22601-5000 s 6. Is this an original or revised site plan? 7a. Total acreage of parcel to be developed 7b. Total acreage of parcel. 8. Property Information: Original x 1.50 Acres 3.65 Acres Revised a) Property Identification Number: 86-A-82 b) Current Zoning: B-2 c) Present Use: vacant d) Proposed Use: Rite Aid Pharmacy e) Adjoining Property Use(s) (See attached plan) f) Adjoining Property Identification Number(s) (See attached plan) g) Magisterial District(s) opequon 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: 1-7- 2 7 Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Atten: County Planner Fourth Floor P.O. Box 601 Winchester, VA Winchester, VA 22604 (703) 665-5651 (703) 665 - 5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: Address: Phone number: S&S Development c/o Walter L. Phillips, Inc. 207 Park Avenue Falls Church, VA 22046 703-532-6163 Name of development and/or description of the request: Rite Aid Pharmacv Location of development: Southeast corner of intersection of Fairfax Pike, Rt. 277 and Double Church Road, Rt. 641 Planning and Development's Comments: 0 • Site Plan Information Checklist 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 InformationLJ N� Y N 1. `�' 4..'�% Name of proposed development. �r... ; i Cat : 2. 1��>> Name, address, and phone number of owner. ,-�0 t}�,Mt j 3. Name, address, and phone number of developer. 4. Name, address, and phone number of designer. ✓ 5. Certificate of surveyor, engineer, or architect. 6. Date plan prepared and date of revisions. 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 "A'pproved by the Zoning Administrator" for the approval signature and date of approval. 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 (�iEE MAP �;H6�T 1 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. r ✓ 18. The location and dimensions of all required setbacks and yard areas. (Ya- 19. The location and type of all dwelling units. 20. Location and description of all recreation facilities. ✓ 21. Location of sidewalks and pedestrian ways. 22. Location and area of common open space. ✓ 23. The location, height, and dimensions of all signs. 24. Location, height, and specifications of outdoor lighting fixtures. N 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Buildinq 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. • • ✓ 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. Utilities Y N ✓ 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. - t% 39, Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parkinq 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. NONs< 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. hlONl; R(� 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 Ci,y1. 1 n I. COMMONWEALTH of VIRGINIA DAVID R. GEHR COMMISSIONER Mr. Charles F. Dunlap, L.S. C/O Walter L. Phillips, Inc. 207 Park Avenue Falls Church, VA 22046 Dear Mr. Dunlap- DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE PO BOX 278 EDINBURG.22824.0278 September 19, 1995 WILLIAM H. BUSHMAN, P. E. RESIDENT ENGINEER TEL(540)984.5600 FAX (540)984.5607 Fief: Rite Aid Pharmacy Routes 277 & 641 Frederick County We have received your site plan dated September 1, 1995 for the referenced project. We have forwarded it to our District Office in Staunton for review. Once we receive any comments we will forward them to you. For your information our review time for a project of this nature is approximately sixty days. In the meantime if you have any questions, please let me know. RBC/rf xc: Mr. S. A. Melnikoff Mr. R. W. Watkins Sincerely, William H. Bushman Trans. Resident Engineer J id Aa4-, By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor c y,v TRANSPORTATION FOR THE 21 ST CENTURY 0 6 DAVID R. GEHR COMWSSiONEN Mr. John R. Riley, Jr. County Administrator P. 0. Box 601 Winchester, VA 22604 r 7-��, ' r rrh� Tl�� COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE PO BOX 278 EDINBURG.22824-0278 September 11, 1995 RE- Route 227 - Frederick County Dear John WILLIAM H. BUSHMAN, P. E. RESIDENT ENGINEER TEL (540) 984-5600 FAX (540) 984-5607 I am writing in response to your letter of September 7th with regard to Supervisor Robert Sager's concerns over the traffic congestion on Route 277 between I-81 and Jamesway Shopping Center at the intersection of Route 641. We can certainly appreciate Mr. Sager's frustration. The Residency and the District have identified this particular section of roadway as very hazardous due to the numbers and types of accidents recorded and we have taken steps to try to get funding in place to begin to address some of these concerns through highway improvements. To date, however, we have not been successful in securing the adequate funding needed to do so. I also feel that Supervisor Sager is correct in a suggested remedy. We have felt that an additional lane width to provide left turn storage into the Ridgefield Subdivision area immediately west of the shopping center would go a long way towards helping the accident problem. I will re -contact our Traffic Engineering section to see if we can't come up with some interim solution which can be delivered as soon as possible. We will be in contact with you and Mr. Sager in the event a meeting -of -the -minds is necessary so that we're all in agreement as to what we can do and what we would like to do. TRANSPORTATION FOR THE 21 ST CENTURY Mr. John R. Riley, Jr. September 11, 1995 Page Two Again, I thank you for providing your letter with Supervisor Sager's concerns. I will be back in touch, hopefully, within the next several days to discuss our options. If you have any additional questions, please let me know. Sincerely, William H. Bushman, P.E. Transportation Resident Engineer WHB/vcz Cy: The Hon. Robert M. Sager Supervisor, Opequon District Mr. Evan Wyatt Mr. J. B. Diamond Mr. K. B. Downs 1. • • William H. Bushman Resident Eng;neer Virginia Department of Transportation P. 0. Box 278 Edinburg, VA 22824-0278 Dear Bill: September 7, 1995 COUNTY of FREDERICK John R. Riley, Jr. County Administrator 540/665-5666 Fax 540/667-0370 Supervisor Bob Sager continues to be frustrated about traffic congestion in the Route 277 corridor between the town limits of Stephens City and JamesWay. Mr. Sager has suggested that the construction of a feeder road between JamesWay and the Red Apple Deli could temporarily alleviate congestion in that area until 277 is four laned. Signalization of the intersection at the Red Apple Deli could also aid in this process. Mr. Sager indicates that he has never had any feedback from the Virginia Department of Transportation on this idea. It would be appreciated if either a meeting or return correspondence could be initiated as soon as possible on this matter. Please contact me if you have any questions. John R. Riley, Jr. County Administrator JRR/tjp cc: Robert M. Sager, Supervisor, Opequon District 107 North Kent Street Winchester, VA 22601 P.O. Box 601 Winchester, VA 22604 u L, Mr. Charles F. Dunlap L.S. Walter L. Phillips, Inc. 207 Park Avenue Falls Church, Virginia 22046 COUNTY of FREDERICK September 15, 1995 RE: Rite Aid Pharmacy, Stephens City, Virginia Frederick County, Virginia Dear Mr. Dunlap: We have completed our review of the site plan proposed for the new Rite Aid Pharmacy and offer the following comments: 1. Stormwater Management: The proposed stormwater management plan is satisfactory for the anticipated site development. Our only comment related to the proposed detention basin is to increase the emergency spilling and berm elevations to 764.5 and 765.5, respectively. This latter elevation will then reflect the minimum average berm height shown in the cross section on sheet 7 of 7. 2. Sheet 1 of 7: Provide specifications related to the placement of compacted fill within the building and pavement areas. The Frederick County Inspections Department will require the submission of a fill certification report prior to issuing a building permit. 3. Sheet 1 of 7: Add a note to the Erosion and Sediment Control narrative requiring the contractor to notify the Public Works Department (665-5643) after the Erosion and Sediment Control has been installed and prior to initiating the site grading. 107 North Kent Street Winchester, VA 22601 I ,17 P.O. Box 601 : tirt!) [)1-V i.ni'„!F!vi, :k'�, Winchester VA 226040 Rite aid Page 2 September 15, 1995 4. Sheet 2 of 7: There appears to be a conflict between the pavement sections shown in the two sections titled: Typical Onsite Pavement Section and Typical Sections - Curb and Sidewalk. Based on our knowledge of the geology in this area, it appears that the typical section shown with the curb detail is more appropriate. Typically, the high plastic residual soils derived from the underlying shales yield CBR values on the order of one to three. It is recommended that the pavement section be confirmed prior to approval of the site plan. 5. Sheet 2 of 7: The proposed detention basin will be located to the east of the proposed subdivision line. Consequently, it will be necessary to obtain and show a perpetual drainage easement within this area. 6. Sheet 2 of 7: Offsite grading is proposed to the south of Drop Inlet 6. A grading easement will be required in this area. 7. Sheet 2 of 7: The contours south of the emergency spillway opening need to be revised to reflect the 765.0 contour and a 765.5 crest elevation. 8. Sheet 2 of 7: Revise the spot elevation along the crest and emergency spillway to reflect the 765.5 and 764.5 elevations. 9. Sheet 3 of 7: A proposed ingress -egress easement is shown at the northeast corner of the site. This easement conflicts with the detention basin. In order to accommodate an access drive at this location, it will be necessary to redesign the shape of the basin. 10. Sheet 7 of 7: Consider making the proposed 15 inch metal riser a permanent structure. This action may require the addition of an oversized cap to prevent vortexing. 11. Sheet 7 of 7: Indicate that the detention berm shall be placed on firm bearing material. 0 . Rite Aid Page 3 September 15, 1995 12. Sheet 7 of 7: Provide a connection detail between the 6 inch PVC pipe and the 15 inch metal riser. 13. Sheet 7 of 7: Note number 4 indicates that top soil shall be stripped and stockpiled for future use. Indicate where the -topsoil stockpiles can be located within the building site. Please contact me if you have any questions concerning the above comments. sincerely, Harvey E. rawsnyder, Jr. P.E. ILLJ Director of Public Works HES/mlh cc: file • 119 Fax: From: Date: Pages: Frederick County C 9 Charles Dunlap 703 533-1301 Eric R. Lawrence September 18, 1995 1, including cover sheet. Chuck, it has come to my attention that a sidewalk should be included on the Rite Aid Pharmacy site plan, along Route 277 (Fairfax Pike). This issue was raised by VDOT, and should be reflected in their comments. The ordinance requires sidewalks along roads classified as arterial and collectors. This sidewalk will ultimately provide for pedestrian access between the Rite Aid Pharmacy, JamesNvay shopping area, Sherando High School and Park, and the many residential subdivisions developed nlnnu Rniite 9,77. A • • A • • i COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/678-0682 September 12, 1995 Charles F. Dunlap, L.S. Walter L. Phillips, Inc. - 207 Park Avenue Falls Church, Virginia 22046 RE: Preliminary Site Plan Review -- Rite Aid Pharmacy Dear Mr. Dunlap: I have had an opportunity to review the above referenced site plan. The following comments will need to be addressed in order for this office to proceed with administrative approval of this site plan. Please: 1) Provide the FAR calculations for the proposed building. 2) Note that there are no provisions for exterior lighting and/or signs to be mounted on the proposed building. If this is an oversight, please indicate the location, height, dimensions, and type of all proposed fixtures. 3) Revise the parking calculations to reflect that 55 parking space are required ( one space per 200 sq. ft. = 54.29 = 55 parking spaces). 4) Revise the parking lot to comply with the parking requirements as provided in the Frederick County Zoning Ordinance. As stated, the parking lot should have curb and gutter, and 9-foot wide landscaped islands at the end of all parking bays. Some of the proposed islands do not comply with the 9-foot width requirement. Also, the area directly east of the trash enclosure should have curb and gutter. 5) Provide a detailed drawing of the handicapped accessible curb ramps. Also, the ADA requires that handicapped parking spaces be 20-feet in length. Please revise the handicapped parking spaces to reflect the required length dimensions. Please provide the location for the handicapped parking signs as required by the ADA. 6) Provide pavement stripping to clearly separate the drive-in lanes from the parking aisles. Directional arrows should also be provided. 7) Revise the perimeter landscaping plan to include a minimum of 20 shade trees as required (1 for every 40 feet). The Zoning Ordinance also requires that a three-foot hedge, fence, berm, or wall be provided to 107 North Kent Street Winchester, VA 22601 P.O. Box 601 Winchester, VA 22604 • prevent headlights from shining on public right-of-way and adjoining properties. Please provide this screening in the landscape plan. 8) Revise the interior landscaping plan to provide the location and type for the required 6 shade trees. The ordinance requires a minimum of one shade tree for every ten parking spaces. 9) Provide stop signs at the parking lot exit areas. 10) Revise the areas designated as ingress/egress easements. Presently, these proposed easements travel through the areas designated for stormwater management. 11) Indicate the type of finishing proposed for the trash enclosure walls. Please revise your site plan to address these comments, and the comments provided to you by the review agencies. You will also need to provide this office with the completed comment sheets from all required review agencies. Once all comments have been addressed, please resubmit one copy of the revised site plan to this department for final review. If the revised site plan satisfies all agency comments, we will request five copies of the final site plan and recommend the site plan for approval. Please be reminded that final approval of the site plan is contingent upon the approval of the proposed subdivision. The site plan will not be approved until the property is subdivided as proposed. Should you have any questions, feel free to contact me. Sincerely, ric R. Lawrence Planner I WALTER L. PHILLIPS, INCORPORATED Founded 1945 MEMORANDUM VIA FAX & MAIL To: Eric Lawrence, Frederick County Planning Office From: Charles F. Dunlap, L.S.Ci'vv''k Om" Y Date: September 11, 1995 Re: Rite Airl, Stephens City, IAA DEPT. OF I L,1,I! r'I(" y�AND Eric, attached please find specifications received Friday regarding the different types of onsite lighting that Rite Aid generally utilizes on their sites. These specifications include light poles, building mounted wall packs and under- canopy lighting. I trust that you will find this information helpful. Please give me a call if you have any questions. cc: Phil Sanders Jeff Hansen CFD:jem enc. 207 Park Avenue CIVIL HNGINEERS Fu11s Church. Virginia 220-46 � 0 LAND SURVEYORS Telephone: (703) 532-6163 PLANNERS Facsimile: (703) 533-1301 LANDSCAPE ARCHITGCfS YEARS OF PROFESSIONAL, SI?RVICIF SEP-08-95 FR I 1 0 :3:RITE AID J F-IANSEH REG115 7039496193 • P.01 RITE AIR CORPORATION )�**** FAX TRANSMITTAL., TO: CHUCK DUNEAP DATE: SEPTEMBER O, 1995 FRs JEFFREY HANSEN, RITE AID STORE DEVELOPMENT REGION 1 RE: RITE AID 1933 STEPHENS CITY VIRGINIA # PAGES WITH COVER 12 RETURN FAX: 540—,949-6193 PHONE 540-949-6195 ADDRESS: RITE AID PHARMACY #3746 ATTN.- JEFFREY HANSEN 1215 WEST BROAD STREET WAYNESBORO, VA 22YOO-2435 CHUCK, PLEASE CALL. IF INFORMATION 19 NOT WHAT WAS REQUESTED. THANKS, JEFFREY SEP-08-95 FR I 1 0 :341� I TE AID J I-IAFISEH REGII5 7039496193 • P- 02 Square Straight Aluminum Anchor Base pole OF DERING SEQUENCE CATALOG NUMBER POLE TYPE t a SRAFT TYPE NOMINAL MOUNTING HEIGHT 8-30 FT, (see back page) NOMINAL 8HAF7 BASTE SIZE AND WALL THICKNESS (see back page) FIXTURE MOUNTING METHOD DESIGNATION DESCRIPTION TENON MOUNTING ❑ PT' Open Top ❑ T20 2-3/8' O.D. (2' NPS) ❑ T26 2-7/8' O.D, (2.112' NPS) ❑ T30' 3-1/2' 0.0. (3' NPG) ❑ 1116 s 4' 0.0. (3.1/2' NPS) DRILL MOUNTING FIXTURES O UM191 1 at 90' O UM29 3 221180, ❑ DM29' 2 at 90' ❑ Dh139' 3 at 90' ❑ DM49 3 4 at 90' A FINISH DESIGNATION DESCRIPTION ❑ Standard Dark Bronze Painted O DM$ Medium Bronze painted ❑ O8L Black Painted * ADO Anodite Dark Bronze ❑ ABL Anodize Black ❑ AitA Anodizo Natural Shalt Base A I Size Square nett Bolt Bolt Template At Bue Slze Chid FIN. Descr. Number 4' e•15/15 SAAr 2.3/e'-2.3/4' ABSSAJC PJ50008 4' 8.1Sr1 , 8.W 2.3/61-2.314' ABSBA-40 PJ50005 S 10.7116' 10•i/2' 2-1/2' - 3-1/4' ABSSA-5 PJ50007 11.15/16, 12' 3' - 3-3/4' ABSSA-6 PJ50008 ' KKsettee lumin:llre! will nl 4' oquare poles onty, i 9-1/1' Ind 4' tenons avallabte on 5' ind tP shafts only. s Drill patlem h far F{I•Tek fi,ctuns unlas spldfle4 oGierYrlSe. I B NOTE: Factory supplied lemplaloo must be used when settlng anchor boils, lei-Tek will not accept clalm for Incorrect Anchorage placement due to lallurs to use factory icmplate. SSA SQUARE STRAIGHT ALUMINUM S' to 301 Mounting SPECIFICATIONS SHAFT - Square non -tapered shalt made from extruded 6019346 aluminum alloy (ASTM 0.429). Shaft width is 4, 5 or 6 inches. Wall thickness is .125, .188, or .250 depending on mounting height and loading requirements, ANCHOR BASE - Cast from 356 aluminum alloy (ASTM 0-108). Anchor boll holes are reeeeeed and covered by aluminum cape. HANDIIOLE - A rectangular reinforced handhole having nominal dimensions of 2-1/8' x 6.1/8' for all shahs, A rain -tight handhole cover plate made from 50816-H34 aiuminum alloy with attachment hardware It provided. GROUNDING -A ground spode located Immediately inside the handhole is tapped for 1/2' -13 UNC grounding bolt (by others). ANCHOR DOLTS -Top 12' g"nlzed per ASTM A-153. Made of 3/4' or 1' diameter steel rod having a minimum yield strength of 50,000 psl. HARDWARE -All sorewe, nuts and bolts are made of AISI 300 series stainless steel. TOP CAP - Weatherproof, high strength plastic cap le standard. FINISHES - Dark bronze polyester powder finish Is standard. Optional painted and Architectural Class i anodize finishes are available. NOTE: If poles are stored outside, protective wrapping paper tend cardboard inns be removed Immediately t0 prevent staining. fAl-17-HONIA�., A l- / EK INov1111rAVwrrpgpR U I(T110 A DNISA or lm+arN llo crw+a SSA 1/91 SEP-08-95 FRI Mamieal CA7AL00 Mtp.HL NUMBER (K) SSA a 4C SSA 10 4C SSA 124C SSA 14 4C SSA 16 4C SSA 16 413 5SA 1e 53 BSA 18 40 BSA 1B 4G BSA 20 4C SSA 20 4G SSA 20 5G SSA 20 60 BSA 25 5G SSA 25 6G SSA 25W SSA 30 eG SSA 30 W a 10 12 14 16 16 19 IB is 20 20 20 20 26 25 25 30 30 Pale shell Size (in x 2) 4.0 x 5.0 4.0 x 10.0 4.0 x 12.0 4.0 x 14.0 4'0 x 18.0 4.0 x 16.0 5.0 x 16.0 4.0 x 16.0 4.0 x 15,0 4.0 x 20.0 4,0 x 20.0 5.0 x 20.0 6.0 x 20.0 5.0 x 25.0 6.0 x 25.0 6.0 x 25.0 6Ax30A 6.0 x 30.0 10:3W.ITE AID TECNNI 100 MPH w/1.3 In"A Will Met, M IL TblckAnxi EPA w (In) (W) (lb) '125 11.5 00 .126 8.0 150 .125 5.5 ISO .125 4.0 150 .125 2,0 150 .188 4.5 150 '188 7.5 1% .125 . .188 2.9 150 .125 .158 1.5 150 .158 4.0 200 .165 7.0 250 .154 . .188 2.0 200 ,2,50 6.0 250 J M I-10NSEH REG1r5 7039-196193 CAL INFORMATION so MPH so MPH 70 M Ouel wn•3 Quit w11.) Oust 7/1.3 IIB 9' 10127 NOTE: Installation rt:Quites grout to be puked under base to Insure tull contact with foundation, $'A UrHONIA 111r j80U1MlAu0uTDO" "'TIMO 105T P.O. 1,Ox M CRky V40AO`VILIf. InDurH •}osi , *4 C NUNE j1 o 5 FAX i E, W1. NIT tOf An"I HO INOr�A1t10e, Im. 1100 SgTN AVE. SSA 00N SUN (In xIn111) 314x18x3 314 X19x3 314 x1ax3 314 x 18 x 3 VA X18x3 314 x30x3 W4 x30x3 3/4 x18x3 3/4 x 30 x 3 3/4 x1Sx3 W4 x30x3 3/4 x30x3 Ix36x4 3/4 x 30 x 3 Ix36x4 1x36x4 1x36x4 1x30x4 P.03 A11rul• Skip WL 35,3 39.3 44.5 49.2 0.9 78.0 75.7 66b VA $32 S9A 109.6 147,9 131.6 174A 215,E 200.3 250.0 POLE OPTIONS SUFfI DESCRIPTION f FO'a Festoon Oudat-3 Prong Duplex r FDL'x Duplex Festoon Outlet (Iee3 etcc N FG'A Festoon Oudat • GFI Duplex FGL'' Festoon outlet - GFI Duplex bs1 Flechla CI' I/1' Coupling . 021 3/4' Coupling 031 2' Coupling Ili 110tilontal Ann Brachet-I Flour# Ot Quattz 8ricket WiM IIT Coupgngs 021 Quartz Slacket with 3/4' CoupAnge VD villf"on Damper t/All Lest Andtor Bolts 1 Specify loeadon arlentadon when ordering, 1 Consult factory for mole detalls conceming leslo09 Dudats, NOTE! These cpetiltcadons ate Intended 1of general pulposet only. HI-Tek rt lYK the I ghl 10 dlange matetlil or design, without prior noUce, In a continuing eftort 10 upgrzd i_4 Its products. 0 W UiNONUI UGKIIHG 1 SEP-08-95 FR I 1 0 : RITE AID J FIANSEFI REGH5 7� 496193 P.04 5 Small Floodlight ORDERING SEQUENCE CATAL00 NUMBER VOLTAGE OPTIONS (Factor7lnslalle4) 7FL ?.05M TA2 120 IS ❑ TFL 175M TA2 IX 121 Shipped Installed In Fixture • TFL 175M 7192 11 201 ❑ sF Singlt Fuse (I20/27M n/a TO )o TFL 250M TA2 ❑ 240 ❑ OF Double Fuse (208.240,48oV) nra 18 ❑ TFL 250M Tel ❑ 271 ❑ ORE Quartz Restrike. System (lamp not included) 0 460 ❑ ORSTD ORS Time Uelay (lamp not included) ❑ Till' Cl PFR NEMA Twist -Lock Pholotlectric Rei:00 le X] Is Integral Sliptitier (2 3/5' 10 2 7/8' 00 lenun) a LS LIMP 51,10P0 ❑ .70F Reduced Ambient Operation (407) ❑ C12 2 of t6.3 SEO Cord Pre -Wired C] C42 2 of 14-3 SEO Cord Pre -Wired ❑ C22 2 of 12.3 SEO Cord Pre,Wired ❑ CR Corrosion Resistant Finish (polyester) ❑ CRT corrosion Resistant Finish (teflon) D CF Charcoal Filltr ' 0 Ey Extended Yoko 15 7r8' Architectural Colors (painted finish) ❑ OM8 Medium Bronze ❑ OIL Black ❑ DNA Natural Aluminum 15'h' ❑ DSS Sand Stone ❑ OGC Charcoal Grey t-6'K O DIG Tennis Green ❑ 08R Bright Red ❑ OSR Steel Blue WEIGHT REAM WATT tus k . SPREAD 175 TA2 25 11 145'Hx111'V 175 T92 25 11 128'Hx101'V 250 TA2 26 12 145'itx110'V 250 TB2 26 12 132'N,I11'V Hoist! 1 4luiti•T3p B711ast (I 20,208,240.277V). 2. May be ordered AS accessory, MUST see Flood Accessories Sheet for ordering intorm31i0n. for Cam$1111 13-ripllon A Appllenloe Intermallon, Sea Options A Attenadet $heel0-0/A. Shipped Separately' D WD Wire Guard ❑ VG Vandal Guard (polyCarbonale shield) 0 UY Upper Visor ❑ FV Full Visor (upper b Side) D TS Tenon Slipritter (2 318- l0 2 7.8' OD Isnon) ❑ Ci A Cross Arm Adaptor ihorizontal) ❑ CRA45 DOSS Arm Adaptor (45' from horizontal) ❑ PW8 Wood PoleMali Mounting Bracket lincludes CRA) CI PMR pipe Mounting 8racliel (includes CPA) C1 WPI Wall Pipe 8racktt ❑ PEt NEMA T-nisl-Lock Pholoconlrol (i20.208.24OV) O PE4 NEMA Twisi-Lock Pholoconirot (400Y) ❑ PE7 iIEMA Twisi-Lock Pholocontrol t277Y) ACCESSORIES (Fill$ Intlellell) (order at tapartlt line Item) Cat Na, 0210pUM RAN RigM Angle Bracket to Steel Angle Bracket TFn 2 Light Wood Pole Cross Arm (prime painted) 1FX3 3 Light wood Pole Cross Arm (prim$ painted) TFX4 4 Light Wood Pole Cross Arm (ptime painted) TWCI 2 Llohl Wood Pole Gross Arm (galvanized) TFX3G 3 Light Wood Pole Cross Arm (galvanized) TFX40 4 Light Wood Pole Cross Arm (galvanized) SC shorting Cap for PER Option Fixture Type: 9 TFL METAL HALIDE 175/250W 15' to 30' Mounting SPECIFICATIONS HOUSING . Compact NEMA heavy duty construction. Die-cast aluminum housing and front cover. Front cover is hinged for easy Internal access. Lens Is heavy duty, thermal shock -resistant clear tempered glass. Standard finish is dark bronze TGIC polyester powder electrostatically applied and oven cured. OPTICAL - Onh piece hydrolormed, anodized aluminum provides twin beam light patterns with 2 position adjustable socket. Optic chamber is sealed to Inhibit entrance of outside contaminants. ELECTRICAL • Electrical components are mounted to the cast aluminum housing promoting maximum heal dissipation. Ballast. 100% copper wound and factory tested. Is constant wattage aulolransformer. INSTALLATION • Corrosion resistant. heavy duty painted steel mounting yoke with repositioning slop and degree aiming scale is standard. All external screws are stainless steel. LISTING • UL 1572 listed suitable for wet locations, SOCKET • Porcelain, vertically oriented mogul base socket with copper alloy nickel plated screw shell and center conlact. UL listed 150OW • OOOV, 4KV pulse rated. 1A UrHON/A H/--MK INDusT7nALRVTV0O1`1 Mh-T* o A DiVISiON OF WTKNILA UdrTINO 2/89 TFL M i SEP-08-95 FRI 10:ITE AID J HAFISEH REGU5 7039496193 P-05 PHOTOMETRIC DATA • 7114 tharts Wow provide the most utoiut data hem tpe-cille pholomoltic tr►u oI t}lo tpgti(ic light saurcol and dltlribullen patterns shown. For complole rolvlll •1 any (on bin.lion thown, or chor ragvirementt, unlact your HI.IEK/UTNONIA ripretentolivi. ■■■■■■■ ��rl��►��! ■r w�ii■�Ci�■ Cw'"��uw:ii' wlwllr�� wr�•ww► � ■�rr wig ■ . .,�i -FLM1 ■■■ ■■ leIwo �r err wG'i� iiQ►�i:i:,� ��► rI n� i W. M MONO IN ■ u:...r ..w ww■ ■IN m lamp: ws-��•w --W-.4 ELECTRICAL CHARACTERISTICS 1/•1 hAMIHT t WOT IOWMc n IA%OILY _ WArTA01.MilA1T MIS" #rise ". v .w Ii0 ryry I.M M U1 i00 11: f0 ..te I axe 14 .t1. 177N 11• se . le.s • IM so 23 .A0 71f tl tH 170 1 30 7.10 1! 110 (`.rA 391 7M ,ff 1 t1 M, I t1 H "I 3e0 7e . 1" • • Iri 777 11.1.10 171 400 111 ►a 1H TW411. --1 11A —1 H1MA 11-r —k rn14, o•\bnll Ll.ruM —J"— Y""" •M wliry tMIM Imo^ 1.vN �i♦♦try nla .Ivan 4►.•shr7 L1a •.A ..0.1 b.N m.. w,•ntr9 9,m.n....-1.N I'MIhI�Iw11 m Mn 1.41q •y F.M .n IM m•tl d.I• N4 w .sr.0 r• 0--. fALITHONIA H1TEK INDUSTPIAI.OUT000R LIG"40 A DIVISION OF UTI-IONIA LIOHTIW / O 50(77 CnA*f0MG5YIuE INDIANA 477]) � TELEPrgHE 71: )t7 •1.7r- CAI( nr )67,901) 0 1989 b1how Lphbng 1119 SEP-08-95 FRI 10:0 RITE AID J HAHSEH REG115 7039,196193 P-06 • Aluniiinllm Floodlight Brackets C 4- Projected area is for ilia floodlight bracket only, The bracket projected area Is added to the lumi- r 2W 2" naire projected area to get a total projected area, STANDARD HUB All brackets have a luminairo rating per tenon of sq. ft projected area and 100 lbs. at a wind HEAVY DUTY HUB O.D. 3.11T — I.D. 2-3184 velocity of 100 mph (luminairo drag coefficient 0.0. 4-1/2' -- I.D. 4' Requires T20 Tenon . 1,0) Requires T35 Tonon Made from alloy 0001-T8 (ASTMB-429) 2' NPS PROJECTED (2.3/4' O.D.) schedule 40 pipe. Brackets are natu- PROJECTED CATALOG AREA WEIGHT ralaluminum finish. Optional painted finishesavail- CATALOG AREA WEIGHT NUMBER (Sq, Ft.) (Lbs,) able. Plastic cap supplied with bracket.. NUMBER (Sq. Fit.) (Lbs.) SA19 0.6 5 SA1911D 0.7 6 SA28 0.8 7 SA2811D 1.0 10 18" BA28 .7 10 1111Y BA28HD 1.3 12 j� 33" -- { BA38 1.6 15 ==4� 11 %1 BA381D 2.0 17 BA32 1.6 12 11 W DA32HD 1.7 14 SA32 1.0 8 19 ,'•" SA3211D 1.2 11 SA49 1.5 11 SA49HD 1.6 14 BA49 2-2 16 b42 __ BA49110 2.4 19 11 I/:" BA48 N/A N/A 1t�/z — BA4811D 3,0 26 210 NOTE: These spicifieatlons are intended for general purposer only, W WO reserves the rightto change material or desion, without prior notice, in a continuing effort to upgrade b products. /ALITHONIA LIGHTING A e) it SEP-08-95 FIR 10:34VITE AID J HAHSEH REGII5 7039496193 P-07 IKlure Type: Wall -Pak ORDERING SEQUENCE CATALOG NUMBER VOLTAGE ONIONS (Fatlory Installed) 1_0 1005 ✓ ✓ ✓ q TWH 703 0( T2r Shipped Installed In Fixturo. TWH 1008 ❑ 2" ❑ IF Single Fuse (120,2TM C1 TWH 150S 13 244 0 OF Double Fuse (208.240,480V) t7 TWH 2O03 ❑ 27T 0 Qn3 Quartz Restrike System (lamp not Ind.) 0 00 t E Photoelectric Cell ❑ Tt' -70F neduced Ambient Operation 007) 13 AHP Reactor High Power Factor (160W nr less) 0 RNP Reactor Normal Power Factor (15OW or leas) ❑ MOG Mogul Base Socket ❑ LE Lamp Support (mogul socket only) o CR Corrosion Resistant Finish (polyester) la CRT Corrosion Resistant finish (tellon) O Fi Full Shlod for IES Cutoff Architectural Colors (painted finish) 1 ❑ time Medium Bronze 0 DWH While n>T ❑ OIL Black a0d" 0 ONA NaluralAluminum q I= Sand Stone ❑ UGC Charcoal Grey ❑ DTG Tennis Green usscM 0 ORR Bright Red ❑ use steel slue I Shipped Separately' ' )(,J WG Wire Guard d VG Vandal Guard 1 to.J2 cn+ � WEIGHT WATTS lbs. k . 70 24 L13 100 24 150 26 200 28 ROTES: ' Multl•Tap Ballast 020,208,240,277V). a May be ordered as accessory. MUST see Bldg. Mid. Options 8 Accessories ACCESSORIES (Field Installed) Sheet for ordering information. Provided with dual tap (120l177V) (order,aa aepa(ala line Item) ballast when ordered as 120V or 277V. C11 No. Geaergllen PEK pholotell Kit TWH NIGH PRESSURE SODIUM 70/100/150120OW 8' to 25' Mounting SPECIFICATIONS HOUSING - Rugged, lightweight, corrosion - resistant die-cast aluminum housing. All external hardware is stainless steel, Standard finish Is dark bronze TGIC polyester powder electro-statically applied and oven -cured, Other architectural colors are available as options. OPTICS - Reflector is specular anodized aluminum. Refractor is prismatic borosllirate glass. Lens is sealed and gaskeled to Inhibit the entrance of outside contaminants. Medium base porcelain socket for 70.15OW: mogul oil 200W. Socket bracket is adjustable. BALLAST - High reactance, high power factor, (70W-150W), Constant wattage aulolrans- former (20OW). Ballast is 100% copper wound and factory tested, Electrical components mounted on back cover. INSTALLATION - Accommodates back and top wiring, Feed-thru wiring achieved by using a eondulel tee. Mounts on any flat vertical surface. LISTING - UL 157211sted for wet locations. NOTE - Not recommended In applications where a stream of water can come in direct contact with glass lolls. 0"AUTHONIA H/--TEK MUSTRIACQVTWOR k4 <T1M0 x UJneiar or crTHa+IA 00"Tff+o 2/89 TWH S1 SEP-08-95 FR I 1 0 :3 I TE AID J HFIt-ISEH REG115 7039496193 P. 08 PHOTOMETRIC DATA The charts below provide the most useful data from specific photometric tests of lamp/luminalre combinations, for complete results of any combination Shown, er oth*r rilquir*m*nts, contact your Lilhonia M-Ttk representative. TW H 705 tAM1. 7o r..n HI16 ►mtr.. 1.4.11 1•. M 161#4 1.100 lvre l." I.I.N M. 77711 1..h•ni1. ►...A .n ■ ..•.d 11" MIIhr INITIAL FOOtCANDLES I'LLN 041"VI.C. 7 C 1 1 a 2 x 7 man �, tno MRS 3wa �JSNEW 0.0 am Ir%TAAKt M1Mr101 /Ie10ft#4 Kart/ I.A.Y.rMI...YR CO••1[•.OV wK1M .�M.v \ •+• A w...•.f.�. trtwl n► . u 11 ■ +1 OOrn7s. Ae LVMC••1 W 741Ni two., l.MI I/t t0t4 7/1/ .i. Cart""7trVtACAt04 1 W H 1 50S Lkmv: Ile ....,. H:7k ......,.. I..nr HI.J 1/.00 L.-I 7-1 1.7.n H.. 17070 1..1[.nJl. �.I.J .� 1 TWnllnl A111A1 NMAL $00TCANDIES nu. e.il.NVTn04 ININ0N "Iff, Mal r/IM 0r��AL rr�MINlu 041A/C[ M lA/Ti Cr -KX_ . w. It r7NIt trow..•d 1 HI ttr.l R'O+n.C[e•t IM..•1 ...w..t ti � y...1 IIw • M 11k: .„ . .11 q 111 LIN[I[i •.v t.vrl t.y11 I.1. 71. w11. *Ito 11 10n1 11 lo/ tl i e"l C: +tl a UTIL Atto•I nwi•.t acre. w wn d ..tw,.., wv.•'.. ELECTRICAL CHARACTERISTICS n+.••.•r 1�L.•�11 P.+ 71 ,F141. Frvl 1•cIv It"twli.n M'.••.r1Ik11.t1 V.I fl V.II"'I W.nt (xt I%.. V•\ "t~1 tf Iogl`1r..1•NHtI IN 1/1/7. 0 % IN 16 tlR.�irhevl •n►.1•1 130r ~o' N77 A 3.114 0 170 07 10•I/IK•r Hlr IS/.1S 97 " 100i1.w.w H/l Ito 1S0/1.09 /i ITS le &M-MA-,"r".N 1So/tr..te+ H/f 1.70/1.5e IT1 " T,,h4 tr rvrr.M Ira -4 HIM r.••• F. h -4.1 m1••it.4 l.I.Yi•../ tenrhltm. V•.»••• .r...t� I. n•.1 t.•t IWH J%M...n..t i.rw.w I.t.orN.+7 J.*..•.J ..n..l � IJ «.•.... �•...1.. O.1.v'1 •w11►.<IAl.1iM/ I.1 ttrt.t.t ... ►.I.J M 11r. tw.t1 crmwl ...:I.LM :zh N t1•.w�., TW H 100S tAMr• 100 ..It H./11 r........ s.J.rm r.m, r.t.i 9.soo 11.t.... fur 1.p.,1 N. 77A77 1..urnJl. "..J ... I .-...non/ t..ght IruTIAI ►OOTCANDUS /tvl 0.l1.•tveew tNI+��AO LL R" I MY-i 1 rM•.� I M. Fit wt.. IIIt I N1 ! - 1014 •NI N• 1 1 1 7 .1 - - Cp(rttlMrlry V[ A-0.I 1 tf - - - 01 7 T T 9 t r 07 0 1 7 7 i- 9tTAMCt M V.T1 N W17r[tme rtN[11 I.e.N.M •'1 b•'t tlYtl e..,'. r.cra 0.1 ItA. 1 r..aw ••. V r•.. t. w.I r+••r•...+i � t 1 ILA • .H TWN 200S LKW. too w.H HI01. ►,.[«.. W;J 1.m7 . t.4 WAO 1.- 4 T..t Ir►..1 H. 14777 ►wtunJl. Mtr/ ..' 1' m.wnlhl h.11hl INITIAL rOOKA1 DtE!t flv"e�h�I/^°'[ eow+tw.•o L1wIM n•or tAlrf 1 MM 7.1q M 1 7otu 17 ut .71 ° - 7 1 1 camcelTrs a tm1+� 1 i! at 0.S t x ..own 0.3 �t es 0 7 7 1 t It[TAI.Gt N l•fI7 ce NdMr/J t[ K'�[rl 1VF[�1 rNwlw:.�cn co•••c•'o•� a 0.1 .tA/ IM•••.. V•^•h.•�•� .•wl 0808 O It A • .1 11 . .[. Il r. [1 hyrtMl.er+wwna.a.r'+n •.[mot. ELECTRICAL. CHARACTERISTICS t11M 711 1*4 VA "III w-11 71wut I.O•ev11 P6tr11 .'w /.t:l OF ttw•At..M wnAtx,t.lull rg1.o1 luil•tMw ra1LM w.nl 1'.t .,M ••u.�t.�•I•� 170 .71/ 11 N 101 .411 ./7 1H 70 Hll•Ilfl 1t0 .AA/ ,t0 1/7 N t0• • 111 .. 11M 7// .7f/ .tf 777 .10 .21/ .11 114 Ito 1.10:1.17 TO 7o1 .71/ .67 t►1 Igo NA�NH 7Ao ,N/ JI R7 17e N• !% • ; 117. 777 ,Ie/ .30 177 NI •I1/ Jf at1 17/ 7.09/1.0 K 701 170 Mx.wro 740 1.11, ,/f IA0/ .1f 11/ I" 111 er .11/ .71 177 �1 0. .f0/ !1 IN If/ I-l:4.11 h Teo 200 tvNJgr41Y Ito .0 /6/1 .T1/1.1) 11/ 1H 1/1 fN ._ Hr. 1►11. 7rt .I r/ .1t 701 tte .71/ .11 IM OFAUTHOIV/A --�- (N g:�r QuK p UaHTINa • A DIVISION Or L!TTIONIA LIGHTING TWH Si 0 0 BOA 72 CRArV1011OSvtLLE INDANA 41933.1ELEp"ONE 317 762•tt77 • VAX 317 Mt M83 C 1909 Ldhorw Lt9h1'h9 2A9 SEP-08-95 FRI 10:30 ITE AID J HAt•ISEH REGH5 7039496193 P.09 Fixture Type: r Wall -Pak ORDERING SEQUENCE r CATALDQ NUMIM VOLTAGE DFTIONS (Feclery Inslxrlled) 7WN 175M 120 PE D TWH 100M XX 124 Shipped Installed In Fixture TWH 175M ❑ ZOO ❑ 5f Single Fuse (120,2TM Double Fuse (20e,240,4eov) ❑ TWH 250M ❑ 240 ❑ DF QRS owrt2 Restrike System (tamp not Included) C7 TWH 400Mt ❑ 2T1 0 40 ❑ FE Photoelectric cell 13 Tlar 'U O -70F Reduced Ambient Operition (-701) O LI Lamp Support (mogul socket only) ❑ CA Corrosion Resistant Finish (polyester) O CAT Corrosion Rssislant Finish (tellon) ❑ Fs Full Shield for IES Culoff Architectural Colors (painted finish) ❑ DMI Medium Bronze ❑ DWH While 5K ❑ DBL Buck rm ❑ DNA Natural Aluminum ❑ OSS Sind Stone ❑ DGG Charcoal Grey ❑ BIG Tennis Green 1 �l ss cm p DIR Bright Red O use Steel Blue Shipped Seperetely t )(:( WO wire Guard i ❑ VG Vandal Guard �r o31c� WEIOf(T WATTS 14 k IDO I2 L4OO 26 12 32 13 e2 1B NOTES; aaltast (120.20e,24O,277V). Mufti TaP i May be ordered es accessory. MUST see Bldg - Mid, options d Accessories ACCESSORIES (Field ImUlled) Shen for omenng information, (order at teptr414 lint Hem) I Requires E•18 or ED-23 lamp, WL lit. nrurlplloe PEx ' Photocell Kit TWH METAL. HALIDE 100/175/250/40OW 81 to 25, Mounting SPECIFICATIONS HOUSING - Rugged. lightweight, corrosion - resistant die-cast aluminum housing. All external hardware Is stainless steel- Standard finish is dark bronze TGIC polyester powder electrostatically applied and oven cured, Other architectural colors are available as options. OPTICS - Rofleclor Is specular anodized aluminum. Retractor Is prismatic bor001018 glass. Lens is sealed and gasketed to inhibit the entrance of outside conlarninants. Medium base porcelain socket for 100W. Mogul socket for 175-400W. Socket bracket Is adjustable. 40OW uses &18 or ED261amp only. BALLAST - High power factor constant wattage autolransformer. Ballast Is 100% copper wound and factory tested.100/1751 25OW mounted on back housing; 40OW on front cover. INSTALLATION - Accommodates back And top wiring. Feed•thru wiring a'1leved by using a condulet tee. Mounts on ar,/ flat vertical surface. LISTING • UL 1572 listed for wet locations. NOTE - Not recommended In applications where a stream of water can come in direct contact with glass lens, (AUTHONIA �""� n+nuitnru,ovr000� uoNTxno A wVi�.oN or t�TMO►+u� ua.,rR+n 2/S9 TWH Mt SEP-08-95 FRI 10:3VITE AID J 1AAHSEH REGII5 7039496193 • P- 10 PHOTOMETRIC DATA The charts below provide Ike most useful cinlo Irom specific photometric tests of lampAuminair4l colnbinaliems. For complete results of any com6i0011011 shown, or olh*r t9quirelnenls, contact your lilhonla I i-Tek represenlaliv4l. TWN 175M ►+w: 171 .•.•r 1.t...•114.114. I--* rr..4 14A" I.rr 4aN.r N. 141" INmm 100TCANDR3 .L,.e.n.wlnoN 2 DofrrnMro 1VK+d ♦01L-1 y.l Ira u 7olAt �w w4 • 1 a 1 t�4rn�4 a Imauw •1 1 i •.f T 7 e4 4 � � 1 2 1 • 1 e V 1rt11arnl M Vr1,4 k YPMf1.01f1p1f}I ►P...w+N�.l swwc•w..t+s� e.l lN4 w.y..I \ v 4 r..++. L..r•1 II w.jY 14..M • 1 1 • 4 rr V•.1..orv�y.n✓+r�+tt4 TW N 400M t-AMr. 4e• wen wll lalq Lamp t.l" 77.KO Ltllr U T4411Npe71 NO. 11111 F�.Ic4A4H /44v1 re4e4 •n 20' m.untllp h111A1 eMT144 I.O1 'V NOLR1 RVI Igrnumo.t LMALK •. OI La1I1 s .,�, r4r11 w1 1 .4M 7011 TOTLL 11 iaa 47 K 1 • t C01 rrx111A10• VRC.,iOt 1 a •• s • •� � .owl 1 01 � a •, •� • 1 1 , 4 1 1 r.l)11(r1.• NrrXrf .01.• 14 .4 v.t 1.Vtta •.c.W W.w ..ter-..ww..�.�•.�rl � •I •I.a Is 1l•1.>f 1 1 7 1 1 1 n R . M Y ti • Y ...-tw..o...w�...o..._a-.o-•. TW H 250M wIP s/...a41 #A "' 0."' 1"" ."•-/ I•A" I..�� 1". 14414 F.aa.....la wlrw ►.../ .n rtMrY;w• ►N•I.1 iw 1.Pw1 lf• wlrTvu FOOTCAWM nuv+r*r.vl+erl 11OWWOMIe! t.%--4 CW l4r.e "Off 14.1.4 ^A 1 fo1+a 1fI,1 4t.1 . • e 1 Y7e . [WMUTfR W MI1l2Mf011 •1 � It t � 1••1+»•M1!•i•ellYOVwna•.elfM• Y.+r1.►tn4.R 00�u1CM\r.S.1. hl t•A• F•'•tiY h h u 4.. �.�ar. t.aM "F.•IY r4P.M 14 �.• n Ma.y • I 1 f 4 • 11 �. • -M 1.. • .» T�VM �w.rl r w" � or•.o.wn4 ELECTRICAL CHARACTERISTICS • f•••yt1 17«.1 ..r.., ICI .,oFa.,, ..,,, .K.a 14•L441+4W rm Mltl.uan �Lr444 rr..v4+w •VLraa4 uh1 1111 Wv.tAr rr"► I" 1.11/1.•e lY 1r11 .44/1.1• 111 r,.Ly�s 11t "t J• I►• 4M .Tf/ .41 iM IN I.M/1./• 11 /H CWA 2.1 .t,/1•'►4 64 S ♦ 1MIa t11tt 1As 'MILI•• sn N+ F..s40W In •7/I 4/• A4/ .4s I" 4a GWA b•• 1.4•n.W •1 ,4• 1.141.44 1" 411 N• Iw-47% s� 1 rn /."/I•,1 n1 Ti.Md 10 pal tnl 1e! rd M[I4A M�>r WI..I PIb�IM l.t,wr,.1• r,Mre.a. vwa ew�b I.cr/ 4.1 0-4 rJ ter W4 �►+�.a�v.i,9IxnRv�w aMit.4M79I" W •4 04 t*" � i� A-r I f Ai UMOIV/A Hl- TEKR IJGKT1Nf1 A OiYIS,ON OF L ITHONIA LKNITINO P O eOu 77 CIIA*F0AU5V1LLF 1,a04MA 471133• TfLftr.oNE,1f,•2.1►,7 •FAX 317-512-om 0IN$ LiUWA t1grong bit TWH M1 l� I SEP-08-95 FRI 10:30 ITE RID J HAHSEIA REGIIS 7039496193 0 P _ 1 1 SPECIFICATIONS 1. Die. cast alum inumlam pholderhousing. Deslgnedfor ef- faclive heal dissipation and positive light center position- ing. Mogul base porcelain socket with nickel•plalod screw shell. 2• Telescoping channel bar hangers adjust vertically and hoilzontally with one locking screw (3/8' head). Integral channel and mounting tabs rigidly attach to T-bar, con- cealed-7, or wood jolst. Scalps are stamped Into the channel bars and upright brackets in 1/4' increments, for easy preaening and leveling of fixture, 3, Prewlred, encased and potted 120/277 volt dual lap bal- last/tray module. Module can be attached before or after rough -In section Is mounted. 4. Seini-specular clear Alzak' reflector. 6. Galvanized eleeljunctionboxwilhbottom-hinged access covers and spring latches, Three combination 1/2' - 3/4' and ono 1/2' knockouts are provided which allow for straight thru conduit runs. Capacity: 8 (4 In • 4 out) No.12 AWQ conductors, rated for 75' G. 6. Thermal protector is a standard part of the ballastaesem- bly and snaps easllyonto the junction boxforwiring to be completed. 1. Spun aluminum housing with white painted minimum flange. 1. Fresnel glass Ions in regressed white splay door or stepped matte black baffle door. 9, Die-cast aluminum mountinu/plaster frame for maxl- mum 7/8' ceiling thickness. 10. Self -aligning and constant tension doorsupport eprings. 'Alrak it a reglslanO IademarE of AIM ORDERING INFORMATION Catalog Number' Source Lantp Typo * LOH 175M 12RW FFL Melalliallds MVR175M/U LGH 250M 12RW FFL Metal Halide M250/CN LGH 10011 12RW FFL MercuryVapor 1138JA•IOOIDX LGH 175H 12RW FFL MercuryVapor 139KC175/1)X LGH 70S 12RW FFL HPs MOM LGH 100S 12RW FFL tips WlOO/D LGH 150S 12RW FFL HPs W505/1) +Voltage 120 or 277 must be specified. Ex: Lett 175M 12RW FFL 110 6 ADDITIONAL ORDERINB INFORMATION Optional O000r • Order as subsblutlon In catalog number. 311 stepped Black Battle (substitute S8 for AW Options - Order es suffix to catalog number. M pperlplion 3F Single Fuse QRS Ouartr Restrike system (usal D.G. base quartz lamp by olhen; tee back of tills sheelfor wattage resbictlons) EC Emergency Circuit (D.C. base socket with leads for connection to emergency powetsource, see fackof 042 wheel for wattage restrlctions) SSC System 820 The 820 Systeemban beionlit IIOG of installed less this option with conneclors provided by others. TYPE 4 CAT.No. LGH 175M 120 12RW FFL ' scxinvoeaoelzo,an 12 Fresnel Round Lens Downlight HIGH INTENSITY DISCHARGE 175W, 26OW Metal Halide IDOW,175W Mercury Vapor 7OW-I5OW High Pressure Sodlum 8 13-1/4' 13.3/4' o 25-1/2' -1 /2' NOTES; 1. Fixtures are u.1.157211s1ed for th[u•bruxh 6ltoull Hi Ong, nrceaed and pimp location. 2. $te back of this sheet for ele6trkal operatlng pia- fA DOWNUGHTING ~ A�IOTrN Qi" C(:UTHLWTwrK o 0� SER7 S m z W 5 M 0 M GH 7189 SEP-08-95 FRI 10: W ITE AID J HAHSEH REGIt5 70t96193 P.12 1211 Fresnel Round Lens Downlight High Intensity3 ischarge CaWoo N0. COEMUFMT OFUTILUATIOM 14MGLf 1UMMATR( Dim 30' AWY4 FW WARAOtA W TTT'E RF 20 am pillyi 7,OM IIITFululmM QUTIUT RC 00 10 30 fr'AT M M fc•AT ,r•-- 1Wtt0LU1A[MII cmvs DATA DATA Im so 30 40 30 $0 30 cm IOU Lrrm "MM ac1(w \( LGH 175M oe V -Fort w 1 {1 a 1l 12 0 to I"• TnA F 1' 530) 0'•30' 7792 27,1 L t2 SO 54 61 fl 6f n. +t1 115W M1757G/BU/OD 1000 r Im INS fi�O''4o' 6545 7/1 3 6e 62 N 61 42 WIoft 'r 1.0 61so 2S1111 IDO 0"�' TV'7 SI,1 1 62 /7 ll 4A N /S 1' 17A 1T tTJ ad 7.00' 1714 &to 6 47 L3 16 42 44 4) 10 4A 1J 47.2 14000 t1 (T• /11 lo'-iq' 0 00 6 44 31 42 34 4t 04 Ix 6.0 X6 2t.4 ►3" O'•110' IT14 02A T 40 76 31 7S 31 14 14' 4.0 20 20.1 / 71 02 7a a2 1S 11 1r :a :1 141 TodM4.2114QI2to0 6i006 61 1 10 !t t 04 n 3�i 21 to sh '.mv.rroMuc48 LGN25oM r 4t 17 95 14 13 Al ky, rA x14 rf. • "mti4 1�0 b0' Tna rloi 1661 Zil� ! h t0 t0 47 N N 4e► Kr 25OW M250,vu r Ia6{ 1 4 W 40• 106 40D 3 67 63 6f 61 63 6o ;r 71 0.60' 11734 01 4 63 44 60 41 41 41 1' 212 11.1 11.7 61130.E 1A D400 r 11 5 � 1 0•.m. 13120 64.0 1 AS 44 44 42 46 42 10, 14.1 11.0 140.7 7J 1Q4 20500 ow 4� 2 ( II1 p'-110' 0 0.0 1 44 40 43 3► 42 31 12, 4 t 261 ".7 I.1' 411 4400 iS' T I �q! 0'•t{0 13120 {t0 7 40 71 3t 36 31 37 14' IJ a4, 491 1.1 24.► 7s, I� FU 1 71 39 !6 02 08 02 Ir 4.3 114.1.4 11.7 T..IMs. 2114032201 /0000 1 M 11u 6 A 30 U 22 31 21 IT 10 $2 27 It 27 30 97 LGH 1001i ' •® -tnsl t I7 f4 to /t en to ar. "omu p' Ittp 0'•7O' 1114 2S1 1 It 61 17 66 61 64 WTI IN' Kr 10oW H94Av1ow0x �a0 Isw21 1444 V.40• ital 3t7 a SS 51 63 60 61 41 0r*' 2411 15.4 4 61 47 49 IS 47 44 1' 6.0 111 49A /! 24J 1.1 U403r �7� 1pp1 r-or 2711 $1-$ 5 4a 42 4S 41 43 40 10' 2.7 it1 267 1.4 i3J 4500 wr 6r Sp l36 lo'•foo' 1 0.0 1 43 at 41 37 40 31 Ir 1.7 21.1 111 1Q/ 1.3 ttpc 1u 7•UO 2768 Ili 7 31 04 31 34 37 33 14' 1.1 23 11.3 -► 67 / 34 31 as 31 34 It Ir Oi 12 4.1 TalMe.21/o030101 Imp-1 m to 32 21 It 21 0o I4 10 31 26 30 2t 24 21 "fYC1"'r�M LGH 1761t id' 1 a 61 61 14 17 11 W. «�'ti.� �r. ' et,Al"A p• 301( 2K 0'•30' 2121 26.0 2 57 54 64 62 62 50 kr 175W H39KG17WX ti• 2b, j4 p 40' 3121 361 3 62 41 $O 47 46 46 1.0 1140 !� 1' 1os� gip' 4111 ii 6 4414 io 40 / 11 �t id lie Ids 10. yA e7a 6500 1640 �r 1n IN Ip'•to0' 0 0.0 1 40 36 30 IS 71 36 12' 3.4 19.7 34.2 IJ 11.1 �sso AV m 4I'-11T 4117 Ili T 37 33 S6 32 33 32 I4' 2J 21 2.3.1 I.r Tu { 34 30 33 21 32 21 Ir IJ 2 16.E 7 2.4 1 32 n 11 xr l0 2r Tod mg. 2110OWD4 ,100E IIOr j I0 26 2S 11 26 21 25 smxfoorn�orn „ ' �1 1 t► r1 15 13 12 41 n Tnl r{.c• IY/ LGII100S 640 Qp' 31s2 11'•30• 231t 212 1 sa {1 So 67 87 55 14";,','"' "� 100WLU1o010 Ir 3�� 4 D•4o 3410 2tJ 7 it al 84 51 40 60 ' 0'-a0' SOTS $7.0 4 62 41 60 46 40 46 1' 10.1 114 1042 tl 52.1 1.1 1104 �S ;u' 1p1�(p�7 G"•10' 6611 134 A 4t 43 44 42 45 41 10' 6,1 1/1 HA T.1 2tA eeoo 1o2A 4 1240 1d7 00'•110' 0 0.0 4 44 39 42 31 41 31 12 is 21.4 31/ 1Q0 17S lf40 7 W *--)for 5411 63.1 7 40 J6 71 !4 31 31 11 2./ 25 2'aJ OCA Tr t 37 32 33 31 33 01IJ �� / 34 29 33 20 32 24 TM No. IItomo10S 0 /0 4 1 10 !1 21 30 21 30 20 A.rr�ramwan LGH 150S IV " ' f -I4h1 1 67 IS of 6! 11 A0 R. in rcc• � p• 5162 O.30' 3WS 26.0 2 41 At 81 66 6t 64 rs wA.ua 150WLU1500M 1040 1' 4161 41t 0'•40' 5114 U-5 3 SS 52 53 60 61 41 1.1 l010 I{ I111 143 V-so- nee 554 4 61 41 41 43 47 45 /' 17.1 12.3 110.1 IA i57 f 1971 In$ kr-90• 1304 (t0 1 I1 42 4S 41 44 40 10' a2 37 Ir 126-7 /11 1.1 459 15000 6110 i / 1 p.la0 1304 120 T 71 35 71 31 e7 i! 14 31 2Al 72 5 36A It 4100 �� % a 3/ 32 SS 31 34 31 16' 2.1 2t.1 7 142 / a3 tl 32 2t 32 t/ •.or(foarl�t T..4No. 21t0O30102 It000• to 31 2a 00 2a 21 21 "NvmsloM FACTOR ORWEC WATTAGE RESTRICTIONS ENCASED AND POTTED BALLAST ELEMICALL CHARACTERISTICS 17►4 muM�la b camMt Cl. tvment (rd I.C.ulr 0.11 M1D. 1N7a+u14 WATT 11 tart WA7(ITT Dtp7our wlTAo( S 705:X(1003) µ(IAAT 110777 uozn wAnAa wA.nAct n7s wul ItrlldI (NmT rtcW EO)() O.2Uu+AAr) 111`CwA amn E 4 M7o4 !IV IQ9 IO Irya+Ar» bOLWA a 111 OWNS ril )mmutyY4pof (Pows: rsmi m) I00(wA t.P1A7 OWN 111 94 IbP A 1.1114 91791 Ph14u4 Sodom (Po*vr Woe W%) loot( W f om ,101Ot llv.T3 Ivu4 wf C M,wvAIAM(i Flup'lnln(Ilcld r.c.yuo1.1 p1v16d ut pouitnd jr4 Rw w its of in. 1w ro is .t,tpp.d.Mh 6AIrAl ►lvW.6 add 171. H IT? M 71114 Kt ro .c11.n M n.W..A.ry at Dry si yraTa+A A /+4 ITd w4 o"102h W04 2n-T440; IW JvA Ito 1.o4yuda. � ` GH-39 T1511dt9cufftn11E8and HEMAILAndlyd4undltsuDOUadlaborAtorycMdt0ons.Valiou{openlingl>lclpnanGwslalFl4nnaa ` 04t*"n labora(ory data and AcWJ 1141d mlatu" hts. D(mlr,Ilml and 1pxt11utlons on INS C4Wuq 1h461 an bold on low �AmLITHON/A most curnnl r allaUs data IAd An 191440l0 0AM w1thout rw0a. O 1959 Lhhonla Ug1111nq 1159 powwaHr1w Wslon HAtlDr,j) $IN" IndusbW A TNACK O tar. AaN.onarr.. toll- 4.01ot n . VK*=vJLLf, aow raw • tW h" JR 1101•,t r.1Aa nt 3U 4a1 WALTER L. PHILLIPS, INCORPORATED Founded 1945 September 6, 1995 VIA DELIVERY � J/ Mr. Eric R. Lawrence, Planner I Department of Planning & Development County of Frederick 107 North Kent Street Winchester, VA 22601 Re: Rite Aid Phnrmaq, Stephens City, VA Dear Mr. Lawrence: Attached for your review and approval, please find the following items in regards to the proposed subject development: 1. Site Plan Application, 2. Site Plan Checklist; 3. Site Plan review fee in the amount of $1365.00; and 4. Request for Site Plan Comments with two complete copies of the Site Plan. For your information, copies of this plan are being simultaneously submitted to VDOT, Frederick County Sanitation Authority, Frederick County Engineering Department and Frederick County Fire Marshal for review and comment in conjunction with the review by Planning and Development. Comments, if any, that are received from these agencies, will be incorporated into the Final Site Plan submittal. 207 Park AVCnIIC CIVIL ENGINEERS Palls Church, Virginia 22046 LAND SURVEYORS Telephone: (703) 532-6163 PLANNERS Facsimile: (703) 533-1301 5)0 LANDSCAPE ARCHITECTS YEARS OF PROFESSIONAL SERVICI • WALTER L. PHILLIPS, INCORPORATED Founded 1945 Mr. Eric R. Lawrence -2- September 6, 1995 I thank you for your time and assistance in this matter and look forward to working with you in the completion of this project. Please give me a call if you have any questions or if you need any additional information. Very truly yours, Charles F. Dunlap, L.S. cc: Phil Sanders, S&S Development, L.L.C., w/enc. Jeff Hansen, Rite Aid Corporation, w/enc. CFD:jem enc. • ,L-r- .A ; --� • Site Plan Information Checklist 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 Y N 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. 6. Date plan prepared and date of revisions. 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. N� 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) �L 13. North Arrow 14. Zoning of site �. Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across nght-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels. 0 9 A 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. 19. The location and type of all dwelling units. �JA 20. Location and descnption of all recreation facilities. ✓ 21. Location of sidewalks and pedestnan ways. ✓ 22. Location and area of common open space. 23. The location, height, and dimensions of all signs. COCA,77 4104!,,Lfz- 24. Location, height, and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Building Information Y N �L 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 industnal 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 nght-of-ways. f�J 0 Utilities Y N Parking Y N 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. 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. 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. 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features 45 Location of streams and drainage ways Landscaping Y/ IN 46. Landscaping plan descnbing 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 descnption of facilities to be used. 49. Soil erosion and sedimentation control plan descnbing the location and methods to be used to minimize erosion and sedimentation during development. a 12 • • �,"t A" • F('L. �'✓1ii'V'_�p^J �`f`c�.(� �.7r i�in.. a -,AY .!t' ilP�'/�Ovf�'. ` ` r 1 Y1r 4 l(-, • tpk rj\(-r�)L p-,., nT \ � w� K La r a✓ f_ r T v .. _ r %►.) c r. or i /GCJ/t C pr.)ur -14n L_n� ,, C a-n �L'/ l G,.�L �f P�nr. , , 6 ?,q� �% :rg JS - �;_ it �•;. �. — S`/ncL �,�- C'(,f'11l'..'� � E N��: -,.:— t='2oM L E_ c y/ f2� �n6 ► E (Z� Q SN ALE �11E{ S C 1 rar,�r.r, t.7'rrt.,erL tEC? S1ir,'.t f r 2r.F J / I V� (, " -,- kr-,. - r-- ° .��' t CA=�M(,11 � '1� ") J/(� ��Q/'Cr;fj- �(J%?1�•!/� L�% �o�G� %'/ l� � cL U� ►^ � E c ' / � n p s s i �/E �'R>A Al A 77 e PLJ7 / . /v OJ 5{,.1►v� '°? I S �Z Ac LL � � ,��r AC � �l r gt oPc %� � l L NE i L' r9 E,, S6�t ✓•� )� �9! C rzt/ x 7 6p u i rt tE-.7- wuY ? 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V-• W �t -f 6, ::h�eilw p•'.:,•' i,9LU+.L:.-sr C:•-G. rr rr- FC viO&I WC', leads h, z e«r ra, c' ^c• :;,K ' ' tnr �t-w cpr .: j �nnrer.!.G^. ip t^tr'�e:+e)pC'at!fOCI Cf a2 :►,+.+Q'r�7i Sa'M' �r A�;.'4ty c•�'..••t.' a'. Mr '.l'*rxttit Ri c t w+necty, 5 sr.^tt01wtr .)r."W frmrta,bth,stdCMlut �� LITHONIA tt':t •�t101 ^r7, eot.',e4tC ^f i,' R':3t: ^+ �lr,": SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received M<F 't7 Complete. Date of acceptance © Incomplete. Date of return. 1. Project Title: 2. Location of Property (street address) Rite Aid Pharmacy Southeast corner of intersection of Fairfax Pike Rt. 277 and Double Church Road, Rt. 641 3. Property Owner. ,lamps 1.. Bowman Address: P.O. Box 6 Stephens City, VA 22655 Telephone: 540-869-1800 4. Applicant/Agent Phil Sanders Address ShS Development, L.L.C. 8330 Pacific Ave. Suite 503 Virginia Beach, VA 23451 Telephone: 804-723-1972 5. Designer: Walter L. Phillips, Inc. Address: 207 Park Avenue Falls Church, VA 22046 ' 5^ Telephonw. y '' 703-5 37-6163 CQ Contad' (y Charles F. Dunlap, L.S. C,, j Ni G=i r 6`' • • 6. Is this an original or revised site plan? 7a. Total acreage of parcel to be developed: 7b. Total acreage of parcel. 8. Property Information: Original x Revised 1.50 Acres 3.65 Acres a) Property Identification Number: 86-A-82 b) Current Zoning: - B-2 c) Present Use: Vacant d) Proposed Use: Rite Aid Pharmacy e) Adjoining Property Use(s) (See attached plan) f) Adjoining Property Identification Number(s) (See attached plan) g) Magisterial District(s) 0pequon 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: �- % - 2 5 Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Atten: County Planner Fourth Floor P.O. Box 601 Winchester, VA Winchester, VA 22604 (703) 665-5651 (703) 665 - 5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: S&S Development c/o Walter L. Phillips, Inc. Address: 207 Park Avenue Falls Church. VA 22046 Phone number. 703-532-6163 Name of development and/or description of the request: Rite Aid Pharmacy Location of development: Southeast corner of intersection of Fair.fax Pike, Rt. 277 and Double Church Road, Rt. 641 Planning and Development's Comments: • • WALTER L. PHILLIPS, INCORPORATED VIA DELIVERY Founded 1945 eel Mr. Eric R. Lawrence, Planner I Department of Planning & Development County of Frederick 107 North Kent Street Winchester, VA 22601 Re: Rite Aid Pharmacy, Stephens City, VA Dear Mr. Lawrence: September 6, 1995 Attached for your review and approval, please find the following items in regards to the proposed subject development: 1. Site Plan Application; ON A17j9ZXa 2. Site Plan Checklist; 1150 3. Site Plan review fee in the amount of3-3QSV0; and 4. Request for Site Plan Comments with two complete copies of the Site Plan. For your information, copies of this plan are being simultaneously submitted to VDOT, Frederick County Sanitation Authority, Frederick County Engineering Department and Frederick County Fire Marshal for review and comment in conjunction with the review by Planning and Development. Comments, if any, that are received from these agencies, will be incorporated into the Final Site Plan submittal. 207 Park Avenue-0CIVIL ENGINEERS Fall, Church. Virginia 22046 LAND SURVEYORS Telephone. (703) 532-6163 PLANNERS Facsimile: (703) 533-1301 LANDSCAPE ARCHITECTS YEARS OF PROFESSIONAL SERVICE • • WALTER L. PHILLIPS, INCORPORATED Founded 1945 Mr. Eric R. Lawrence -2- September 6, 1995 I thank you for your time and assistance in this matter and look forward to working with you in the completion of this project. Please give me a call if you have any questions or if you need any additional information. Very truly yours, Charles F. Dunlap, L.S. cc: Phil Sanders, S&S Development, L.L.C., w/enc. Jeff Hansen, Rite Aid Corporation, w/enc. CFD:jem enc. AR COMMONWEALTH of VIRGIN DEPARTMENT OF TRANSPORTATION `Z 9Z�Z�1. EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE WILLIAM H. BUSHMAN, P.E. COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER EDINBURG, VA 22824.0278 TELE (540) 984-5600 March 5, 1996 FAX (540) 984-5607 i ir. Charles F. Dunlap, L.S. Ref: Rite Aid Pharmacy C/O Walter L. Phillips, Inc. Routes 277 8I 641 207 Park Avenue Frederick County Falls Church, VA 22046 Dear Chuck: We have received your revised site plan dated February 29, 1996 for the referenced project. It appears all of our earlier review comments have been satisfactorily addressed. Please inform the owner of our approval. The appropriate land use permits may now be applied for to cover work within the State's right-of-way. The permits are issued by this office and will require a minimal processing fee, surety bond coverage and the salary U expenses of a State assigned inspector. In addition, the necessary joint use entrance agreement and construction easements on the adjacent Neff and Bowman properties will need to be submitted along with the permit applications. Once satisfactory application has been made, review time for permit applications of this nature is approximately thirty days. Due to the complexity of the project and traffic control considerations a preconstruction conference held by you or the owner with the attendance of the contractor, various county agencies, and VDOT will need to be conducted prior to initiation of work on the right-of-way. If you have any questions or if we can be of further assistance, please let me know. Sincerely, 6a,z 4 Robert B. Childress Permits & Subd. Spec. Supervisor RBC/rf Enclosure xc: Mr. J. B. Diamond, Mr. S. A. Melnikoff, Mr. R. W. Watkins, Mr. Phil Sanders TRANSPORTATION FOR THE 21 ST CENTURY Request For Site Plan Comments Virginia Department of Transportation Mail to: Hand deliver to: Virginia Department of Transportation Local VDOT Office Atten: Resident Engineer 1550 Commerce Street P.O. Box 278 Winchester, VA Edinburg, Virginia 22824-0278 (703) 722-3460 (703) 948-4133 Please fill out the information as accurately as possible in order to assist the VDOT with their review.. Please attach four copies of your site plan with this sheet. Applicant's name: S&S Development c/o Walter L. Phillips, Inc. Address: 207 Park Avenue Falls Church. VA 22046 Phone number: 703-532-6163 Name of development and/or description of the request: Rite Aid Pharmac Location of development: Southeast corner of intersection of Fairfax Pike, Rt. 277 and Double Church Road, Rt. 641 Virginia Department of Transportation's Comments: See attached letter dated 03/05/96. COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG. VA 22824-0278 February 28, 1996 Mr. Charles F. Dunlap, L. S. C/O Walter L. Phillips, Inc. 207 Park Avenue Falls Church, VA 22046 Dear Chuck: WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 PAX (540)984.5607 Ref: Rite Aid Pharmacv Routes 277 & 641 Frederick County We have reviewed your revised site plan dated February 7, 1996 for the referenced project. Most of our earlier review comments have been addressed. However, due to the addition of the right tam lane along Route 277, we offer the following: 1. Your proposed curb offset to avoid the existing Bell Atlantic vault manholes is unacceptable. To maintain a straight curb line along the tum lane, we recommend a 15' offset from the existing edge of pavement to face of curb be provided. This will allow for a 13' wide paved turn lane. To accommodate the 15' offset and to avoid additional right-of- way dedication the proposed sidewalk can be shifted to the back of the curb and utility strip eliminate. 2. To avoid potential water/ice hazards and maintenance problems sheet flow across the Route 277 entrance, we recommend providing a standard DI-3b drop inlet with a pipe stub to the on site storm sewer system We ask a note absolving the Department of any maintenance or liability responsibilities due to the existence of the on site detention structure be added to the plan. The above comments may also be found marked in red on the enclosed plans. Once revised please resubmit six copies for final approval. If any changes are deemed necessary, please design them to meet or exceed the above recommendations. If you have any questions, please let me know. Sincerely, R. B. Childress, Permits/Subd. Spec. Supv. RB C/rf Enclosure xc: Mr. J. B. Diamond, Mr. S. A. Melnikoff, Mr. R. W. Watkins, Mr. James Bowman, Mr. Philip E. Sanders TRANSPORTATION FOR THE 21 ST CENTURY v � < FEB 1996 0 0 WALTER L. PHILLIPS, INCORPORATED Founded 1945 March 1, 1996 Via Fed E.v Mr. Eric R. Lawrence, Planner I Department of Planning and Zoning County of Frederick 107 North Kent Street Winchester, VA. 22601 Re: Rite Aid Pharmacy, Stephens City, VA. Dear Eric: Attached please find five (5) complete sets of the Site Plan for the referenced project and a copy of the approval letters we have received from the Frederick County Sanitation Authority, Department of Public Works, Fire Marshal and VDOT. In accordance with our telephone conversation on February 12, 1996, these plans and letters are submitted for final approval of this plan by your office. Settlement on this property is scheduled to occur this week. Since the settlement is contingent upon approval of the Site Plan, it would be appreciated if you could expedite the processing of this submittal and fax me a letter as soon as it is approved. I can then provide the attorney the documentation that is need to complete the settlement. I also want to take this opportunity to thank you for all the help you have provided in the processing of this plan and look forward to working with you again in the future. Please give me a call if you have any questions. n Very truly yours, j) =_=,)Charles F. Dunlap, L.S. CFD:jh .:.,: ��. }��k) Eric. 0�?.' cc: Mr. Phil Sanders Mr. Jeff Hansen ;, '......' 207 Park Avenue CIVIL HNGINEF Falk Church, Vin,inia 22046 LAND SURVEYORS I"elephone: (703) 532-6103 PLANNERS Far,inule: (703) 533-1301 LANDSCAPE ARCHITECTS YEARS OF PROFESSIONAL SERVICE • COUNTY of hREDEIZICK Public Works Department Harvey E. Strawsnyder, Jr., I'.E. Director FEB F�UJ 540/665-5643 February 12, 1996 Fax 540/678-0682 Mr. Charles F. Dunlap, L.S.�� Walter L. Phillips, Incorporated 207 Park Avenue - Falls Church, Virginia 22046 RE: Rite Aid Pharmacy Stephens City, Virginia Dear Mr. Dunlap: Your latest revision received on January 31, 1996 has adequately addressed our review comments for the subject site plan. Therefore, we grant our approval for the site plan for the new Rite Aid Pharmacy to be located at the intersection of Double Church Road and Fairfax Pike. The earthwork contractor should be informed that a land disturbance permit will be required prior to initiating the site grading. At that time, we will schedule a site meeting to discuss erosion and sediment control and stormwater management proposed for this project. HES:ris cc: Planning and Zoning file Sincerely, N -? F 041� Harvey E. Str, wsnyder, Jr., P.G. Director of Public Works 107 North Kent Street Winchester, Virginia 22601 0 9 COUNTY OF FREIDERICK, VIRGINIA FIRE MARSHAL'S OFFICE .e LAND DEVELOPMENT COMMENTS Control No.l 122952948 Date Received 111395 Date Reviewed 11229.5 Applicant Walter L. Phillips, Inc. Address 207 Park Ave. Falls Church, Va. 22046 Project Name Rite Aid Pharmacy Phone No.703-532-6163 Type of ApplicationSite Plan Current Zoning B-2 1st Due Fire Co. 11 1st Due Rescue Co. 11 Election DistrictOpequon Tax I.D. No. 86-A-82 RECOMMENDATIONS Automatic Spi•iukler SystemXX Residential Sprinkler System Automatic Fire Alarm System Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Posted Fire Lanes required at all hydrant locations Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments ' Hydrant Locations Adequate XX Ina&quate Not Identified Siamese Location Adequate Inadequate Not Identified XX Additional Comments Attached? Yes No XX Plan Approval Recommended? Yes XX No Signatu Title F�14.�� I_tut-((�((, , `I t, JAN 'I N hI:("U RZ guest For Site flan Co► — nments Frederick County Sanitation Authority Mail to: Frederick County Sanitation Authority Allen 1=n(jinQ Ir Director P.O. Uox 618 Winchester, VA 2121304 (703) 665 - 56,)t) Hand deliver to: 199 Front Royal Pike Winchester, VA (703) G65-5G90 Please fill out the information as accurately as Possible in order to assist the agency with their review Please attach two copies of your site plan with this sheet. Applicant's name: SAS Deyel_opmenr c/g Walter I Phillips. Inc. Address 207 Park Avenue Falls Church, VA 22046 Phone number: 703-532-6163 Name of development and/or description of the request: Ri r P Aill Pl-w^cv Location of development: southeast corner of interserrion Ol Fairfax Pike, Rt. 277 and Double Church Road, Rt. 641 Frederick County Sanitation Authority's Commenls:_3/y� Y - copy 0/�, 00 SyFET 1 SAnitatlon Aulhorily use only - - -- Date received _4P7 Dale revisiolr received ✓ /�' Data approved ✓ Cl% Incampleld Incompl©le Date reviewed bete reviewed Signature and Dale Signature and Date (revision) FROM EDINBURG RESIDENCY 03,05.1996 16:42 P.01 6 • COMMONWEALTH of o1I'RQINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY WILLIAM H. BUSHMAN, P.E, DAVID P. GEHR 14031 OLD VALLEY PIKE RESIDENT ENCINEER P.O, BOX 278 TEL F (5,90) 984.5600 CCMMISSIONF,R EDINBURG. VA 2282 •077 FAX (540) 984.5607 March 5, 1 �9 Mr. Charles F. Dunlap, L.S. Ref: Rite Aid Pharmacy C/O Walter L. Phillips, Inc. Routes 277 u 641Frederick County 207 Park Avenue Falls Church, VA 22046 Dear Chuck: 96 for the We have received your revised site plancomments have beeated February 29, n satisfactorily addressee project. It appears all of our earlier review Please inform the owner of our approval. The appropriate land use permits may now be applied for to cover work within the State's right-of-way. The permits are issued by this office and will require a minimal processing fee, surety bond coverage and the salary & expenses and const uctionsigned easementston the addition, the necessary Joint use entrance agreement adjacent Neff and Bowman properties will need f haso be been submitted with the permit me for permit applications. Once satisfactory application applications of this nature is approximately thirty days. Due to the complexity of the project and traffic control considerations a preconstruction conference meld by you or need to beconducted prior toInitiation ationofwork on the III owner with the attendance the contractor, various county agencies, and VDOT w right-of-way. If you have any questions or if we can be of further assistance, please let me know. Sincerely, 6a2 A. & a-z— Robert B. Childress Permits U Subd. Spec. Supervisor RBC/rf Enclosure xc: Mr. ). B. Diamond, Mr. S. A. Melnikoff, Mr. R. W. Watkins, Mr. Phil Sanders TRANSPORTATION FOR THE 21ST CENTURY FROM EDINBURG RESIDENCY 05.05.1996 16:42 P.02 RP uest For Site Plan Comments Virginia Department of Transportation Mail to: Virginia Department of Transportation Atten: Resident Engineer P.O. Box 276 Edinburg, Virginia 22824-0278 (703) 948-4133 Nand deliver to: Local VOOT Office 1550 Commerce Street Winchester, VA (703) 722-3460 Please fill out the information as accurately as possible in order to assist the VOOT with their review. Please attach four copies of your site plan with this sheet. S&S Development c/o Walter L- Phillips, Inc. Applicant's name: Address. 207 Park Ave u I Falls Church, VA 22 6 Phone number. 703-532-6163 Name of development and/or description of the request: Rite Aid Fh3rMAC• Location of development: Southeast corner of ir.ter9ectioc of Fairfax --Pike., Rt. 277 and Double Church Road, Rt. 641 Virginia Department of Transportation's Comments: See attached letter dated 03/05/96. fat, reviskon r4cL';veri Date rgcefved.- 1 +t�ca►npyete Incomplete ' Data t'evlewed tt �. late revfewed Signature and Date Signature and Date (rev!s+cn. , i 9( date approved _ 9� - t � COUNTY of FREDERICK Public Works Department Harvey E. Strawsnyder, Jr., P.E. Director 540/665-5643 February 12, 1996 Fax 540/678-0682 Mr. Charles F. Dunlap, L.S. Walter L. Phillips, Incorporated 207 Park Avenue Falls Church, Virginia 22046 RE: Rite Aid Pharmacy Stephens City, Virginia Dear Mr. Dunlap: Your latest revision received on January 31, 1996 has adequately addressed our review comments for the subject site plan. Therefore, we grant our approval for the site plan for the new Rite Aid Pharmacy to be located at the intersection of Double Church Road and Fairfax Pike. The earthwork contractor should be informed that a land disturbance permit will be required prior to initiating the site grading. At that time, we will schedule a site meeting to discuss erosion and sediment control and stormwater management proposed for this project. HES:rls cc: Planning and Zoning file Sincerely, Harvey E. Strawsnyder, Jr., P.E. Director of Public Works 107 North Kent Street Winchester, Virginia 22601 COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No.1122952948 Date Received 111395 Date Reviewed 112295 Applicant Walter L. Phillips, Inc. Address 207 Park Ave. Falls Church, Va. 22046 Project Name Rite Aid Pharmacy Phone No.703-532-6163 Type of ApplicationSite Plan Current Zoning B-2 1st Due Fire Co. 11 1st Due Rescue Co. 11 Election DistrictOpcquon Tax I.D. No. 86-A-82 RECOMMENDATIONS Automatic Sprinkler SystemXX Residential Sprinkler System Automatic Fire Alarm SystemXX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Posted Fire Lanes required at all hydrant locations Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments Hydrant Locations Adequate XX Inadequate Not Identified I,!- Siamese Location Adequate Inadequate Not Identified X� w Additional Comments Attached? Yes No XX' Plan Approval Recommended? Yes XX No ' A`n Si natui ..� TitleF2F/y/A%t% g COMMONWEALTH of VIRGINIA DAVID R. GEHR COMMISSIONER Mr. Charles F. Dunlap, L.S. C/O Walter L. Phillips, Inc. 207 Park Avenue Falls Church, VA 22046 Dear Chuck: DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG.22824.0278 January 25, 1996 WILLIAM H. BUSHMAN, P. E. RESIDENT ENGINEER TEL (540) 984.5600 FAX (540) 984-5607 Ref: Rite Aid Pharmacy Routes 277 & 641 Frederick County We have reviewed your revised site plans dated January 5, 1996 for the referenced project. It appears most of our earlier comments have been addressed. However, the typical section shown on Sheets 3 & 4 of 7 should be revised to include 21-B Aggregate in lieu of 21-A. In addition we have completed our review of the traffic impact analysis submitted by Kimley-Horne & Associates, Inc. We have concluded a right turn lane will not be necessary along Route 641. However, a right turn lane will be required along Route 277 as we originally indicated. The need for this right turn lane improvement is discussed further in the enclosed letter dated January 18, 1996 from our District Traffic Engineer, Mr. J. B. Diamond. If you have any questions or would like to discuss this matter further, please give me a call. Sincerely, Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Enclosure xc: Mr. J. B. Diamond Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. Phil Sanders w/Poquoson Realty, Inc Hampton, VA 23669) (70 W. Mercury Blvd. Suite 201, 1 VIRGINIA DL1'A.RTMENT OF TRANSPORTATION INTRADEpARMLNTAL MEMORANDUM TO: Mr. W. H. Bushman Attn: Mr. R. B. Childress Staunton, VA FROM: J. B. Diamond January 18, 1996 SUBJECT: Proposed Rite iW Pharmacy Route 277 Traffic Impact E\'aluation Frederick County We have completed our revie\\' of the Traffic Impact analysis dated December 18, 1995 for the subject development. In the absence of specific trip `generation rates for this type development, we are in agreement with the trip rates used by the consultant in her analysis. Based strictly on the volumes obtained from a directional turning movement, during the p.m. peak taken on December 12, 1995 and the projected volumes generated by the proposed development, a right turn lane is not required at the entrance on Route 641 or at the entrance on Route 277. However, since the Route 277 corridor is developing so rapidly and traffic is already congested at peak hours, it is our belief tliat a right turn lane should be required at the entrance on Route 277 to facilitate the orderly tlo\v of traffic from the signalized intersection of Route 277 and Route 641 to the east. Vehicles will be accelerating eastbound and will be queued. The entire queue will have to adjust its speed to acconunodate any right turns into Rite Aid. This will create a potential for numett011s tear end type accidents and should be avoided. Since the volume of traffic on l:oute 277 is growing at such a rapid rate and strip development will in all probability continue eastward, it is our suggestion that right turn lanes be a requirement at any and all de\elopments along Route 277 as has been done for other developments along Route ''77 and other high growth corridors. When taken individually, ear ll seharate development may not generate enough traffic to warrant a right turn lane, however, \\hen taken collectively, the absence of a right turn lane would cause unacceptable delays to the tlhnnuoh traffic. EDIN[3URG RESIDENNCy JAN 191996 �[ F �C C r:^► D KDC ❑ tLF Mr. W. H. Bushman . Page 2 January 18, 1996 r r / Any major upgrading of Route 277 appears to be several years away and any future development along this corridor, without adequate right turn/left turn lanes, will heavily impact the orderly f movement of traffic. If there are any questions or you wish to discuss, please advise. J. B. Diamond ngineer ngineer cc: Ms. KatherineW. Falk, P.E. Mr. R. L. Moore Mr. J. L. Butner Mr. W. H. Bushman I January 31, 1996 Charles F. Dunlap, L.S. Walter L. Phillips, Inc. 207 Park Avenue Falls Church, Virginia 22046 COUN'FY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/678-0682 RE: Preliminary Site Plan Review 3 -- Rite Aid Pharmacy Dear Chuck: I have reviewed the revised site plan dated January 5, 1996. The following comments will need to be addressed. Please: I . Provide a "Van -Accessible" sign for the van -accessible parking space. 2. Confirm that nine foot wide landscaped islands are located at the end of all parking bays. Some of the proposed islands do not comply with the nine foot width requirement; they only measure eight foot. 3. Modify the driving aisle width on the east of the building. The relocation of the drive-in lanes to the east of the building does not satisfy the necessary distance requirements. There must be a minimum distance of 36-foot for the drive-in lanes (Two lanes @ 12-foot each), and a one way traffic aisle (I 2-foot, as a minimum). This 36-foot distance requirement may be satisfied by shifting the entire building, and the adjacent parking, two feet west. 4. Provide a "One Way" sign for the driveway aisle on the east of the property. * �, Once all review agency comments have been adequately addressed, please resubmit one copy of the revised site plan to this department for a final review. If the revised site plan satisfies all agency comments, we will request five copies of the final site plan and recommend the site plan for approval. This department will also need an approved comment sheet from all of the review agencies. 107 North Kent Street • Winchester, Virginia 22601-5000 Rite Aid Pharmacy Page 2 January 31, 1996 Should you have any questions, feel free to contact me. Sincerely, yt-v�� ric R. Lawren Planner I ERL\bah cc: Phil Sanders WALTER L. PHILLIPS, INCORPORATED Founded 1945 February 8, 1996 via red Ex Mr. Eric R. Lawrence, Planner I Planning and Development Department County of Frederick 107 North Kent Street Winchester, VA 22601-5000 Re: Rite Aid Phru•mack, Rtes. 277 and 641, Stephens City Dear Eric: H_:B 1996 �a+ 0: In accordance with your January 31, 1996 letter, attached please find a revised copy of the site plan for the referenced project. This plan has been revised to reflect your comments; and, these changes are summarized as follows: 1) A "Van -Accessible" sign has been added to the handicap parking space on west side of the building. 2) All of the landscape islands have been dimensioned. The minimum width is 9 feet. 3) The width of the drive aisle on the east side of the building has been increased to 36 feet; and, 4) "One Way" signs have been added to the drive aisle on the east side of the building. In addition to the above, this plan also incorporates the latest changes requested by VDOT. This change consists of the addition of an additional lane across the Rte. 277 frontage of the site and is the result of our ongoing negotiations with Bob Childress. We expect to receive their approval of this plan very shortly. As a further update on the status of the remaining review agencies, the Sanitation Authority has approved the plan; and, both the Fire Marshal's Office and 207 Park Avenue CIVIL ENGINEERS Falls Chinch, Virginia 22046 LAND SURVEYORS Telephone: (703) 532-6163 PLANNERS Facsimile: (703) 533-1301 0 LANDSCAPE ARCHFITCl'S YEARS OF PROFESSIONAL SERVICE i WALTER L. PHILLIPS, INCORPORA ED Founded 1945 Mr. Eric R. Lawrence - 2 - February 8, 1996 the Engineering Office have given us verbal approvals, but I have not yet received their comment sheets. I trust that the above adequately addresses your concerns. Should you need any additional information or if you have any questions, please do not hesitate to contact me at your convenience. Very truly yours, Charles F. Dunlap, L.S.' CFD:wlh enc. 0 WALTER L. PHILLIPS, INCORPORATED Founded 1945 MEMORANDUM via delivery To: Eric Lawrence, Frederick County Department of Planning & Development From: Charles F. Dunlap, L.S. lU Date: January 10, 1996 br Re: Rite Aid Phai-macy, Stephens City, VA Attached for your review and reapproval please find a copy of the Site Plan Application, "Request for Site Plan Comments" form and two copies of the revised site plan for the referenced project. This plan has been revised to reflect the right-of-way dedication along Routes 277 & 641 and other minor VDOT comments. In addition, the pharmacy drive-thru lanes have been relocated to the last east side of the building and the loading space moved to the south side. No other revisions that would impact your previous approval have been made. I appreciate your time and effort in this matter. Please give me a call if you have any questions or if you need additional information. CFD:wIh enc. cc: Phil Sanders Jeff Hansen 207 Park Avenue Falls Church, Virginia 22046 Telephone:(703) 532-6163 50 Facsimile: (703) 533-1301 YEARS OP PROFFSSIONAL SERVICE / (CA CIVIL. ENGINEERS LAND SURVEYORS PLANNERS LANDSCAPE ARCHrrECTs • a Site Plan Information Checklist 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 Y N v 1. Name of proposed development. l/ 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. �C 6. Date plan prepared and date of revisions. 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. 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. Magistenal 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. a 9 • • General Site con't Y N lots included in the ( S A( 17. Acreage of all plan. , _ 18. The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. hiAr 20. Location and description of all recreation facilities. _111,10, 21. Location of sidewalks and pedestrian ways. L 22. Location and area of common open space. 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. 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 distracts. Roads Y N ( 31. Name and number of existing and planned streets on and adjoining the site. zA-n 3 c ( v4or kro6-,/ (73/2 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. 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 3 Dimensions, boundaries, width, pavement, and construction of planned roads. V� 2 ��-� ew\ Utilities Y N 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. Parking Y N 40. Calculations describing the required number of parking and loading spaces. hNOC- / A ry yr-PJ4y 41. Location and dimensio 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. — Vh J 4cc-CA'%, rt cam_ S' 6 rJ Natural Features Y N nK�v s �4►.fa 4 : MMT- 7IE 1 , 1J �aF� I� iJ�M �►� ,/Y i Z bN E W 4' 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, fioodplains, 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 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 DAVID R. GEHR COMMISSIONER G1 • I COMMONWEALTH of 'VIRGINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, 22824.0278 December 12, 1995 Mr. Charles F. Dunlap, L.S. C/O Walter L. Phillips, Inc. 207 Park Avenue Falls Church, VA 22046 Dear Mr. Dunlap: WILLIAM H. BUSHMAN, R E. RESIDENT ENGINEER TEL (540) 984.5600 FAX (540) 984.5607 Ref: Rite Aid Pharmacy Routes 277 & 641 Frederick County I am writing in response to your memorandum of December 5, 1995 and sketch (copies attached) concerning the referenced project. Items 1 and 2 in your memorandum seemed to accurately reflect what was discussed at our recent on site meeting. However, any right-of-way dedication will need to consider adequate space for the relocated traffic signal pole and associated equipment. You are also correct in stating the Route 277 entrance may remain at the location as you originally proposed. Regarding the traffic signal relocation and construction of the turn lanes, I disagree with your staternents. My offer to pay for the traffic signal modifications was contingent upon your client constructing the turn lanes in conjunction with the other right-of~way improvernents. Also, I did not agree the turn lanes would not be required at this time. My recollection of the discussions was that a final decision on the need for and time of construction of the turn lanes would be made once you or Mr. Sanders provided us with more accurate traffic projections for the facility. Furthermore, we briefly discussed our recent receipt of a traffic study for an adjacent project, Woodstock Estates, Section 1I. This study also addresses the impacts on the Route 277/641 intersection. I suggested you contact the designer of that project, G. W. Clifford & Associates, Inc. of Winchester, to perhaps combine the needed traffic information which would more accurately reflect the anticipated impacts on the intersection. Since our meeting I received a letter from Mr. Sanders indicating he has contact G. W. Clifford concerning the traffic study. TRANSPORTATION FOR THE 21 ST CENTURY Mr. Charles F. Dunlap Ref: Rite Aid Pharmacy December 12, 1995 Page..2...................................................................................................................................................................................................... ........ As I indicated at our meeting, we are concerned with the current capacity of the Route 277/641 intersection and the impacts this and other proposed development projects in the immediate area will have on it. While we are certainly not opposed to the subdivision and/or development of this project, we want to ensure the right-of-way improvements required of the project will accommodate your customers as well as maintain service to the motorists on Routes 277 and 641. Once we have received your traffic study we can more accurately assess what improvements may be necessary. In the meantime, through copy of this letter to the Frederick County Planning Department, we are apprising them of our comments. Hopefully this information will allow you to continue to move forward in the County's subdivision review process. If you have any questions or would like to discuss any of the issues, please let me know. Sincerely, Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Enclosures xc: Mr. J. B. Diamond Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. James Bowman Mr. Philip E. Sanders 1517 - t `� lots I r ':r%r. rrvl COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE DAVID R. GEHR PO BOX 278 COMMISSIONER EDINBURG. 22824 0278 November 15, 1995 Mr. Charles F. Dunlap, L.S. C/O Walter L. Phillips, Inc. 207 Park Avenue Falls Church. VA 22046 Dear Mr. Dunlap: WILLIAM H. BUSHMAN, P. E. RESIDENT ENGINEER TEL(540) 984-5600 FAX (540) 984-5607 Ref: Rite Aid Pharmacy Routes 277 & 641 Frederick County As requested, we have reviewed your site plan dated September 1, 1995 for the referenced project. Our comments may be found on the enclosed plans marked in red and as follows: 1. If possible, the proposed entrance on Route 277 should be shifted east to align with the Route 1075 intersection. An interparcel connector could then be provided to the Rite Aid parking lot. This would allow for access to the remaining James L. Bowman property and better facilitate traffic flow to both sites if signalization is needed at this intersection in the future. 2. If possible the proposed entrance on Route 641 should be shifted south slightly to align WIL11 We existing commercial entrance on the opposite side of the roadway. This would require an additional agreement with the adjacent property owner (Neff). Regardless, the existing cut slope in front of the Neff Property will need to be graded down in order to obtain a minimum 450' of sight distance at the proposed entrance location. 3. Due to the traffic impacts this project will have on the Route 277/641 intersection, additional widening, i.e. 12' right turn lane, will be required along both Routes 277 and 641. A 5' recovery area or sidewalk space will need to be provided behind the new curb. 4. To accommodate the necessary pavement widening modifications to our existing traffic signal system at the intersection will be necessary. This will entail pole relocation, additional signal head, and the incidentals necessary to complete the work. A copy of our existing as -built plan sheet for the existing traffic signal is enclosed for your use. 5. Since Route 277 is classified as a major collector roadway, Frederick County's ordinance will require the installation of sidewalks along Route 277. 6. Adequate right-of-way will need to be dedicated to accommodate the necessary pavement widenings, traffic signal modifications and sidewalks. s u 7. Standard CG-12 handicap ramps will be required in your entrance designs and Route 277/641 intersection. 8. The typical on site pavement section will need to be revised to include 8" Type 21-B Aggregate in the proposed entrances and turn lane widening areas. 9. Other miscellaneous comments as marked will need to be addressed. Please revise and resubmit three copies for further review. Should any changes be deemed necessary, please design them to meet or exceed the above recommendations. If you have any questions or would like to discuss any of the above items, please let me know. 9 RBC/rf Enclosures xc: Per. J. B. Diamond Mr. S. A. Melnikoff Mr. R. W. Watkins Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX:540/678-0682 January 22, 1996 Robert B. Childress, Transportation Permits & Subdivision Specialist Supervisors Department of Transportation 14031 Old Valley Pike Edinburg, Virginia 22824-0278 RE: Rite Aid Pharmacy, Frederick County Dear Bob: I recently received a copy of the traffic impact evaluation for the above referenced project. While I do believe that you have received your own copy, I felt it was best to forward this copy to you as an assurance of receipt. It is my understanding that your department continues to require that Rite Aid dedicate the necessary right-of-way, and construct the turn lanes in addition to other improvements for the Route 277/641 intersection. I agree with your requirements and continue to support your decisions on this project. As my department has conveyed to Chuck Dunlap, the transportation issues for this project must be agreed upon by both your department and Rite Aid prior to site plan approval. Please contact me with any questions or as an agreement is achieved. Sincerely, �/�. - ric R.1,awrenc Planner ERL/bah Enclosure 107 North Kent Street - Winchester, Virginia 22601-5000 C= " Kimley-Horn l♦ and Associates, Inc. Engineering Planning and Environmental Consultants IN Suite 300 839 ElMdge Landing Road Linthicum, Maryland 21090 Memorandum To: Mr. Phil Sanders S & S Development, LLC From: Katherine W. Falk, P.E. io_ Kimley-Hom and Associates, Inc. Date: December 18, 1995 Subject: Traffic Impact Evaluation for the Proposed Rite Aid site in Stephens City, VA INTRODUCTION Kimley-Horn and Associates was retained to perform a traffic impact evaluation for the proposed development of a Rite Aid drug store in Stephens City, Virginia. This evaluation identifies the traffic impact on the existing street network and provides conclusions and recommendations. PROPOSED DEVELOPMENT The proposed development will consist of a 11,000 sf free-standing drug store. The pharmacy will include a drive-thru window for customers to pick-up prescriptions. The site is located at the intersection of Route 277 (Fairfax Pike) and Route 641 (Double Church Road). Driveway access will be provided on both Route 277 and Route 641. The driveway access to Route 277 will be located approximately 250 feet east of the intersection with Route 641, while the driveway access to Route 641 will be located approximately 200 feet south of the intersection with Route 277. Both driveways are located as far away as possible from the Route 277/641 intersection, while still remaining on the proposed property. The proposed plan provides for right-of-way dedication along both Route 277 and Route 641 to accommodate one additional lane and a 5 foot wide strip for sidewalk and/or utilities. IN TEL 410 691 5010 FAX 410 691 5011 Kimley-Horn Mr. Phil Sanders. December 18, 1995, Page 2 and Associates, Inc. EXISTING CONDITIONS Route 277 is a two-lane facility that runs east -west in the town. Route 277 is characterized as a major collector roadway, since it provides access to Interstate 81 to the west and residential and retail areas to the east. Route 641 is also a two-lane facility, however it runs north -south. Currently, turn lanes are provided for eastbound right and left turns, westbound left turns, and northbound right turns. The intersection is controlled by a traffic signal. Along Route 641 in the northbound direction, a right -turn lane runs the entire length of the proposed development. Turning movement counts were taken at this intersection on Tuesday, December 12, 1995 during the PM peak hour. The existing traffic volumes are displayed on Figure 1, and the proposed development volumes are shown in parentheses. As shown in Figure 1, the majority of the traffic entering the site approaches from the east. TRIP GENERATION Trip generation analysis for the proposed development was performed for the weekday PM peak hour of the adjacent street traffic (one hour between the hours of 4-6 PM). Because the proposed development is a relatively new concept, and specific trip generation rates are not contained in Trip Generation, 1991, Institute of Transportation Engineers, a comparison of similar uses was performed Trip generation rates for drive-in banks, grocery stores, and shopping centers were all ..compared In an effort to remain as conservative as possible, the trip generation equation for a shopping center < 600,000 sf GLA was used. As a result, the trip generation used for the PM peak hour of this particular site was 164 trips, with 50% entering the site, and 50% exiting. This value represents an average rate of 14.64 trips per 1000 square feet, which is conservatively reasonable for this type of purpose. TRIP DISTRIBUTION AND ASSIGNMENT The directional trip distribution was based on turning movement counts taken at the subject intersection. Based on the trip distribution described previously, the projected traffic volumes generated by the development were assigned to the existing road network serving the site. Figure 1 illustrates the existing and development volumes during the weekday PM peak hour. CAPACITY ANALYSIS Capacity during the PM peak hour at the subject intersection was analyzed both with the current background volumes and with the development volumes added. In both scenarios, the intersection is shown to operate at a level of service B. As a result, the proposed development will not impact the level -of -service at the intersection. 4 Double Church (Route 641) �m j Fairfax Pike (Route 277) (5) 96 �— (19) 332 i— (3) 36 59 —? (21) 293 —► (6) 76 r (24) —� �-- (31) I Bank " Rite Aid In ' y (IS) 312 - axfsckg (54) - devebpmem vokme Weekday PM Peak Hour Figure cm"Mrnley-Hom mand Associates, Inc. Rite Aid 1 Stephens City, VA C � ❑ Kimley-Horn and Associates, Inc. OPERATIONAL ANALYSIS Route 277 Entrance Mr. Phil Sanders. December 18. 1995, Page 4 The access drive on Route 277 was further analyzed regarding the need for turn lane treatment. Based on the VDOT Minimum Standards of Entrances to State Highways, it was determined that a radius will be sufficient for right -turn movements into the site. This determination was made by comparing a peak hour volume approach total in VPH of 412 to a peak hour volume of right turns in VPH of 24. Route 641 Entrance The access drive on Route 641 was analyzed regarding the need for right turn lane treatment as well. Calculations, performed in the same manner, yielded a peak hour volume approach total in VPH of 231 to a peak hour volume of right turns in VPH of 15. Again, based on the VDOT Minimum Standards of Fritranco to State Highways, it was determined that a radius will be sufficient for right -turn movements into the site. CONCLUSIONS ..,,Due to the low volume of traffic projected by this site, in comparison to the existing • traffic volumes on Route 277 and 641, the projected traffic will have a negligible impact on the existing street network. The traffic using the existing traffic signal at the intersection will not experience any additional significant delay. In addition, the driveway entrances to the site, off of both Route 641 and 277, can be treated with radius treatments. 1� Wi1T,"1'I`,K L. INCORPO0 RA'h1_;D Founded 1945 Na delimij, January 10, 1996 Mr. Robert B. Childress Transportation Permits Mid SUbdivision Specialists SUI)CI-VIS01- VirgI111a Department OF Transportation 14031 Old Valley Pike P.O. Box 278 Edinburg, VA 22824-0278 Re: Rite Aid Pharmacy, Rtes 277 & 641, Opeguon District, I'rederich Corinth, I/A Dcar Bob: Ill accordance with 0U1' rCCC11t 111Cetings and diSCLISS1ons, attachcd please find the Frederick County "Request for Site Plan Comments" form and three copies of the referenced site plan. This plan has been revised pursuant to your Nov, 15, 1995 letter and 0U1' SUbscquent meetings and discussions. Our response to each of your comments is as follows: Comment 1: If possible, the proposed entrance on Route 277 should be shifted cast to align with the Route 1075 intersection. An interparccl connector could then be provided to the Rite Aid Parking lot. This would allow For access to the remaining James L. Bowman property and better facilitate traflic flow to both sites if signalization is needed at this intersection in the Future. Response: At our site meeting on 1 1/28/95, it was agreed that the entrance on Rtc. 277 would remain at the location as we have originally proposed. Comment 2: If possible the proposed entrance on Route 641 Should be shifted south Slightly to align with the existing commercial entrance on the opposite side of the roadway. 207 fart, Avenue Falls Church. Virginia 22046 C^\l IANU SIIRVI' IFS Telephone: (703) 532-6163 21) ( PLANNkRS Facsimile: (703) 533-I30I I.i1N'I)S('.�I'I: AIt('11r1liCFS YEARS OF PI OFF',SSIONAL SI;RVI('I? WAI,TI R I,. PI-III,LIPS, INCORPORATED Founded 1945 Mr. Robert B. Childress - 2 - January 10, 1996 This would require an additional agreement with the adjacent. property owner (Nell). Regardless, the existing cut. slope in front of the Neff Property will need to be graded clown ill order to obtain a Illinirllum 450' of sight distance at the proposed cntrancc location. Response: This entrance has been shifted Slightly to the south So that it completely aligns With the ciltrailec to the hinlesway Shopping Center. It has also been reconfigured to function as a "shared" entrance with the adjacent Neff property. With the adjustment of the cntrance and the taper, the cut dope in front of the Neff property is graded clown so as not to interl'cre with the horizontal and vertical sight distance. Comment 3: Due to the traffic impacts this pro,jcet will have on the Route 277/641 intersection, additional widening, i.e. 12' right turn lane ,will be rcquircd along both ROuteS 277 and 641. A 5' recovery area or sidewalk space will need t be provided behind he new curb. Response: A traffic impact miluation dated 12/18/95 was prepared for this site by Kinney - I -Zorn and Associates was previously sent to you under separate cover. This study concluded that the development of this property, as proposed, will have a negligible impact on the existing street network. Conscquently, an additional lane across both Routes 277 and 641 is not provided. However, recognizing that solve improvement to this intersection may be required as a result Of other IUtUI'C cicvCIOpnlent in the community, cleclication along both road froiltages, sufficient to accommodate the additional lane has been provicicd. Ill addition, a five foot recovery area on Me 641 and a six foot Sidewalk area on Rtc 277 has also been included in the dedication. Comment 4: TO accommodate the necessary pavement widening mocllllcatlons to OLIr CXlStlllg traffic Signal systeill at the intersection will be necessary. This will entail pole relocation, additional signal head, and the incidentals necessary to complete the work. A copy Of our existing as -built plan sheet for the existing traffic signal is enclosed for your use. Response: Since no pavelllent widening of mocl1llcations to the existing lllterscetion is proposed, this comment is no longcl' applicable. Comment 5: Since Route 277 is classified as a major collector roadway, Frederick County'S ordinance will require the installation Of S1dCWa1kS along ROIItc 277. Response: A five foot concrete sidewalk has been provided along the developments' Rte 277 frontage. This sidewalk has been placed at the ultimate location so as not to interfere with any road widening that May OCCIII' Ill the flltlll'C. Ill the interim, a s ' • • WA1.."I,I-:IZ L. I'IIIl.L117S. INCORPORATED FOurided 1945 Mr. Robert B. Childress -3 - January 10, 1996 temporary live foot asphalt sidewalk is provided to connect the new permanent sidewalk .with a new CG-12 constructed at the existing curb. Comment 6: Adequate right-of-way will need to be dedicated to accommodate the necessary pavement widenings, traffic signal modifications and sidewalks. Response: See response to Comment 3, above. Comment 7: Standard CG-12 handicap ramps will be required in your entrance designs and Route 277/641 intersection. Respmse: CG-12 handicap ramp are provided at each of the developments' entrances. In addition, a CG-12 is provided at the intersection of Rtes 277 and 641 (See response to Comment 5, above) Comment 8: The typical on -site pavement section will need to be revised to include 8" Type 21-B Aggregate in the proposed entrances and turn lane widening areas. Response: A typical section incorporating this specification is shown on sheet 3 of 7 of the site plan. Comment 9: Other miscellaneous comments as marked will need to be addressed. Response: All applicable comments, in addition to those described above, have been incorporated into the plans. I trust that the above adequately addresses the concerns raised by your office. Should you have any questions or if you need additional information, please give me a call. Very truly yours, c Charles F. Dunlap, L.S'. CI~D:wlh cnc. cc: Phil Sanders Jeff Hanson Eric Lawrence / CMLS • 0auasanl, Development and Commercial Sales W713ealty, Inc. )� Mr. Robert W. Watkins Director Department of Planning COUNTY OF FREDERICK 107 North Kent Street P. 0. Box 601 Winchester, VA 22601 RE: Proposed Rite Aid Stephens City, VA Dear Bob: 70 W. Mercury Blvd. Suite #261 :s Hampton, Virginia 23669 ♦ 'y Telephone (804) 723-1972 T FAX: (804) 723-8929 ?, November 29, 1995 '7 4 /4 & Development Thanks very much for meeting with me yesterday, particularly on such short notice, in order to discuss the comments received from the Virginia Department of Transportation for the above referenced development. I don't believe the proposed Rite Aid will have the negative impact on traffic at the Route 277/641 intersection as envisioned by Mr. Childress. I have asked for a proposal from Ron Mislowsky of Gilbert W. Clifford & Associates for a traffic study at this intersection which will identify the level of service and address the traffic impact of the proposed Rite Aid. Dedicating a 12 foot wide area along the frontage of both roads for future road improvements probably makes sense since the Rite Aid site, particularly the row of parking proposed along both roads, would be significantly impacted in the future if VDOT were to widen both routes without the reservation of land being incorporated into our design. However I think that should be the extent of our "contribution." Thanks again for your's and Eric's time. I look forward to equitably resolving this issue in the near future so the proposed Rite Aid site can move forward. With best regards, I am S' cerely yours, PHILIP E. SANDERS • \J November 16, 1995 Charles F. Dunlap, L.S. Walter L. Phillips, Inc. 207 Park Avenue Falls Church, Virginia 22046 RE: Preliminary Site Plan Review 2 -- Rite Aid Pharmacy Dear Mr. Dunlap: COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/678-0682 Thank you for addressing the site plan comments in my letter dated September 12, 1995. I have reviewed your most recent submission of the Rite Aid Site Plan, dated November 8 , 1995, and feel that the Planning Department concerns have been adequately addressed. One additional comment is that the date of all revisions should be noted on the plan. Once all review agency comments have been adequately addressed, please resubmit one copy of the revised site plan to this department for final review. If the revised site plan satisfies all agency comments, we will request five copies of the final site plan and recommend the site plan for approval. This department will also need an approved comment sheet from all of the review agencies. Please be reminded that final approval of the site plan is contingent upon the approval of the proposed subdivision. The site plan will not be approved until the property is subdivided as proposed. Should you have any questions, feel free to contact me. Sincerely, Eric R. Lawrence Planner I 107 North Kent Streete!�l Winchester, VA 22601 W*LTER L. PHILLIPS, INCORPORATED Founded 1945 November 9, 1995 Mr. Eric R. Lawrence, Planner I Department of Planning & Development County of Frederick 107 North Kent Street P.O. Box 601 Winchester, VA 22604 Re: Rite Aid Pharmacy Stephens City, IAA Dear Eric: Attached for your review and comment, please find two copies of the referenced site plan and a copy of the Site Plan Comment Sheet. In accordance with the comments outlined in your September 12, 1995 letter, the Site Plan has been revised as follows: 1. The FAR calculations has been added to the Site/Zoning Tabulation block on Sheet I of 7; 2. Exterior area lights are shown on sheet 2 of 7 of the Site Plan. An exterior wall pack light is also shown and labeled over the rear door. Freestanding 7' x 7' pylon signs with a maximum height of 20' are provided at each entrance and are shown on Sheet 2 of 7. Exterior building mounted signs will be installed on both the Fairfax Pike and Double Church Road sides of the building. For your ease of reference, I have attached to this letter a copy of the architectural elevation drawing that show the typical size and location of these signs. Detailed sign drawings will be included with the final architectural plans; 3. The parking calculations on Sheet 1 of 7 have been revised to show 55 spaces required and provided. (The additional space was obtained in the rear of the building); 207 Park Avenue 0 CIVIL ENGINEERS Falls Church. Vir,-,inia 22046 1 LAND SURVEYORS Telephone: (703) 532-6163 PLANNERS Facsimile: (703) 533-1301 LANDSCAPE ARCHITECT'S YEARS OF PROFESSIONAL SFRVICH WPTER L. PHILLIPS INCORPO• TED Founded 1945 Mr. Eric Lawrence -2- November 9, 1995 4. The parking lot geometry and layout has been revised to provide for a minimum landscape island width of 9 feet at the end of all parking bays. Additionally, all parking spaces are abutted by either standard VDOT CG-6 or CG-6R curb and gutter. Curb and gutter has also been provided immediately east of the trash enclosure; A detail of VDOT's standard CG-12 handicap ramp has been added to sheet 3 of 7. The length of the handicap parking spaces are dimensioned on sheet 2 of 7 and shown as 20'. The handicap parking space signs are also shown on sheet 2 of 7; 6. Paving stripping demarcating the pharmacy drive-thru lanes with directional arrows have been added to sheet 2 of 7; 7. The Landscape Plan, sheet 5 of 7 has been revised to provide perimeter landscaping equal to the Ordinance requirements. Hedge screening has also been specified along the edge of the parking lot; 8. The Landscape Plan has been amended to provide interior landscaping as required by the Ordinance; 9. Stop signs have been provided at each entrance and are shown on Sheet 2 of 7; 10. The stormwater management facility has been revised to utilize an underground storage system in lieu of a pond. As a result, there is now no interference with the ingress -egress easement and the detention facility. Please note that traffic barricades have been added for safety purposes at each point of future access to the residue of the property. These will be removed in conjunction with the development of the residue; and 11. The finish on the trash enclosure has been added to the detail of same depicted on sheet 6 of 7. WAi,TER L. PHILLIPS INCORPORATED Founded 1945 Mr. Eric Lawrence -3- November 9, 1995 These plans also reflect the changes requested by the other reviewing agencies and are being submitted for simultaneous review. Upon receipt of all review agency comment sheets, they will in turn be forwarded to your attention. Please note that the subdivision plat will be submitted under separate cover. I thank you for your time and attention in this matter. Should you have any questions or need additional information, please do not hesitate to contact me at your convenience. Very truly yours, Charles P. Dunlap, L.S. CPD:jem enc. cc: Phil Sanders, S&S Development, L.L.C. Jeff Hansen, Rite Aid Corporation, w/ enc. COMMONWEALTH of VIRGI IA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 September 16, 1996 Mr. Steve Shipman C/O Allegheny Design Management, Inc. Route 3, Box 169-P Berkley Springs, WV 25411 Dear Mr. Shipman: Z;P,( ___1 WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 Ref: Land Use Permit #855-03397 Rite -Aid Pharmacy Route 277 Frederick County At Mr. Jim Bedick's request, we performed a final inspection of the right-of-way improvements at the referenced project. The following is a list of our concerns: 1. Topsoil, seed and mulch disturbed areas east of the Route 277 entrance. 2. Remove form boards throughout the project along right-of-way improvements. 3. Clean dirt and loose concrete from gutter pan throughout the project. 4. Remove and replace a portion of nonconforming CG-12 handicapped curb ramp (marked with white paint). 5. Remove and replace CG-12 handicap curb ramps and curb & gutter on the northern radius of the Route 641 entrance (marked with white paint). 6. Remove and replace sections of curb & gutter marked with white paint along Route 277. Once the above concerns have been satisfactorily addressed a reinspection can be scheduled. Sincerely, Steven A. Melnikoff ti" /rJ A Hwy. Permits & Subdivisions Specialist Senior SAM/rf> xc: Mr. R. B. Childress Mr. K. A. Steele -Mr.-Kris Tierney WE KEEP VIRGINIA MOVING - 1 � COUNTY O'Pr FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller Time Called or) Phone No. S nLSz Time Requested Received By �n� ►�`� _ - PERMIT HOLDER NAME '- F �\ j-1 ! ' r `t' ' ' (^ I -T e Date Called Date Requested Date of Inspection RT. NO. Lot No. SEC. No. SUBDIVISION STREET NAME r r A — DIRECTIONS PERMIT FOR: Type of Inspection Residential Footers _ Slab Water Sewer Rough Plumbing Groundworks Other Setbacks: FR --_ Draintile Service Rough Electric Rough Mechanical Gas Piping/Test Time In: - Time Out: C 7 - Temperature _ Weather <_ DISTRICT Commercial BUILDING NO. PLUMBING NO. ELECTRICAL NO. MECHANICAL NO. SIGN NO. BIK -- L - --- _ R — Gas Fire -up Final Electrical Framing _ Final Mechanical Final _ Site Plan Final Building Fire Marshall Final Plumbing Special/Complaint Cut in No. -- -_- --_- — 4_, Results: Approved i Rejected Comments: l t� � � '- � C n h l T n%/1 tS / % � C K Q l ��J / /✓'`� � � Kr�/.Ah / A! f � OK n i7 Q.V S �/f /N7l. yin ft ra^✓^ �. or a/ c7 , >y E y6c Vc '1. 6') i - Date'ZZ"�� Signature Sin COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824.0278 March 13, 1996 Mr. Steve E. Shipman, Project Manager Allegheny Design Management, Inc. 84 Route 380 West Apollo, PA 15613-9655 Dear Mr. Shipman: WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984.5600 FAX (540) 984-5607 Ref: Rite -Aid Pharmacy Routes 277 & 641 Frederick County, VA In accordance with your request of March 11, 1996 you are given permission to install a temporary construction entrance at the referenced location. This letter is to be considered your permit to do so. The following provisions will be required: • Work area protection signage in accordance with the attached while working on the right- of-way will be required. • All work on the right-of-way is to be confined to the temporary entrance location only. • A minimum 6" depth of VDOT # 1 (2-3 inch stone) course aggregate by 30' in width will be required. It is to be placed from the edge of pavement and extended back onto private property far enough to prevent the carrying of mud onto the roadway. A wash rack will be required. • Positive drainage is to be maintained within the right-of-way at all times. • Any disturbed areas of the right-of-way or damages to the pavement structure adjacent to this entrance will be required by you to our satisfaction. • This permit is being issued for 180 days. • All work is to be completed in accordance with the enclosed Virginia Erosion & Sediment Control Handbook, Specification 1.01. • The entrance is to be installed at the location shown on the site plan prepared by Walter L. Phillips dated February 29, 1996. The Department of Transportation will not be held liable for suit should such result from this operation nor is it granting permission to grade on the property of others or disturb underground utility lines. If the above listed items are not followed this permit may be revoked. Should you have any questions, please let me know. Sincerely, 6�� Z. 61 Robert B. Childress, Permits/Subd. Spec. Supv. RBC/rf Attachments xc: Mr. K. A. Steele, Mr. S. A. Melnikoff, Mr. H. E. Strawsnyder, Mr. R. W. Watkins TRANSPORTATION FOR THE 21 ST CENTURY COMMONWEALTH of `vIRCjI IA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE WILLIAM H. BUSHMAN, P.E. COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER EDINBURG. VA 22824.0278 TELE (540) 984-5600 FAX (540) 984-5607 April 18, 1996 Mr. Jeffrey Hansen Ref: Rite -Aid Pharmacy C/O Rite -Aid, Inc. of VA Routes 277 « 641 1315 West Broad Street Frederick County Waynesboro, VA 22980 Dear Mr. Hansen: Enclosed is your approved Land Use Permit #855-03397 to cover the construction and maintenance of two commercial entrances and related work at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Routes 277 8z 641 rights -of -way. I would also like to remind you of the need to erect and maintain proper traffic control in accordance with our Virginia Work Area Protection !Manua/. For your information the account receivable number for this project is 0245 8520. Any Inspection costs we incur will be billed to you monthly. Please give Mr. Steve Melnikoff a call at (540) 722-3460 at least 48 hours in advance of the start of construction to arrange for any necessary inspections. If you have any questions concerning the permit requirements or during construction, please give me a call. RBC/rf Enclosure xc: Mr. S. A Sincerely, V % • Robert B. Childress Trans. Permits/Subd. Spec. Supv. Melnikoff, Mr. W. C. Gochenour, Mr. R. W. Watkins TRANSPORTATION FOR THE 21 ST CENTURY iz APR 1996 RECOVED DEPT. OF PLANNIMIR AMP AWELOPMEN 91'