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Home My WebLink About012-95 Red Apple Deli - Opequon - BackfileJ u" / 1, &L c( L� vt ,et,031cS71S . AarJni A�df o�c.,�-��sl,� s 1 Az,C u�u� • S I ti c-e .Z A -.a I I -Pee bt-� p(aw /b .57i1r2.J * STAFF SITE,, PLAN CIIECKLIST * This application is not complete if the following; are not included: 1. One set of comment sheets from the following agencies along with any marked copies of the plan; S -I VDOT q/(-. y� y� City of Winchester d� 5 1 Sanitation Authority 3/ /ff- Town of Stephens City 5 Inspections Dept. V/ ;IS f Fire Marshal1�is County Engineer OK (, f 1315s— Airport Authority 1- 1 2. One copy of the Site Plan application. .5j_ 3. Five copies of the Site Plan. 4. One reproducible copy of the Site Plan (if required). 5. One 35mm. slide of the Site Plan (if required). TRACKING Date 1 Application received. All necessary agency comments received. :' . Fee Paid (amount S / I b ' , ). Site Plan to Planning Commission via bi-monthly. Site Plan heard by Planning Commission (if required). Revisions received (if required). Date of approval. Town of Middletown Health Dept. Parks & Recreation Soil & Water Conservation Dist. RECEIPT 024483 AMOUNT DUE - AMOJNT PAID BAIA E DUE �f s �D PAID OT CASH \CHECK POTHER FREDERICK COUNTY DLPT. OF PLANNING AND DEVELOPMENT P.0. BOX 601, 9 NORTH LOUDON ST. WINCHESTER, VIRGINIA 22601 DATE RECEIVED FROM ADDRESS THE SUM OF �.I•�C/t-J �, 1 ��_:'_ J�7DOLLARS $ FOR �� a-a.:1.1 �;�^-� ^ 1.J� , 1 NO 1 _ COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller Time Called Date Called Phone No. Time Requested Date Requested Received By �2 c- �f�kJl� ��JG. ' _ Date of Inspection 3 - Z PERMIT HOLDER NAME RT. NO. Lot No. SEC. No. n SUBDIVISION STREET NAME - s� �A'/77 DIRECTIONS 'f RT 2`7r? E7A- T" DISTRICT PERMIT FOR: Tyne of Inspection Residential - _ __ Commercial Footers -_ ___ Setbacks: FR BK Slab Draintile Gas Fire -up Water Service Framing Sewer _ Rough Electric Final Rough Plumbing Rough Mechanical Final Building Groundwnrks y"' Gas Pipinq/Test Final Plumbing Other Time In: �' 41 Temperature -_ Time Out: 2 Weather Results: Approved e)4JA t U _ Rejected Comments: BUILDING NO. -PLUMBING NO. _ ELECTRICAL NO. MECHANICAL NO. SIGN NO. _ 1 ---- . .. -- -- L- -- - R - - - - - Final Electrical Final Mechanical Site Plan Fire Marshall Special/Complaint Cut in No. Signature %� '� Date 3 �� COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller Time Called Phone No. Time Requested Received By Epic Z Q run t_ I r L PERMIT HOLDER NAME � I Q] '�:' r 3 — 1 RT. NO. Lot No. _ SEC. No. STREET NAME r-A DIRECTIONS PERMIT FOR: Tvoe of Inspection Residential Footers Slab Water Sewer Rough Plumbing Groundworks _ Other: Time In: Time Out: Date Called Date Requested Date of Inspection _- SUBDIVISION DISTRICT Commercial Setbacks: FIR BK Draintile Gas Fire -up Service Framing Rough Electric Final Rough Mechanical Final Building Gas Piping/Test Final Plumbing BUILDING NO. PLUMBING NO. ELECTRICAL NO. MECHANICAL NO SIGN NO. L R_ - Final Electrical Final Mechanical Site Plan Fire Marshall Special/Complaint (� a Temperaturey - / Cut in No. Weather t3 -- J Results: Approved �� Q Rejected Comments:Lr7� / / l e,'4. l'J 1��t7C'�Jr �G�� Y.14 Ado✓,. i�a,u/ PAnr;.�A (ei \ �� • l�.�:, �J S-T J' Date Signature -ArjAn -18TOVFn — -r - J- COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/ 678-0682 June 30, 1995 Harry F. Stimpson, III 152 Fairfax Pike Stephens City, Virginia 22655 Dear Mr. Stimpson: The Frederick County Department of Planning administratively approved Site Plan #012-95 for Red Apple Deli on June 30, 1995. The approved site calls for the construction of a 960 square foot addition to Red Apple Deli located at the intersection of Stickley Drive and Fairfax Pike. The addition will be utilized as a Subway sandwich shop. The site plan entails the striping of 24 parking spaces, the construction of rolled asphalt curbing around the parking area, the construction of a ramp and parking area for the handicapped. The approved site plan also requires the planting of at least 57 shrubs and trees to ensure an adequate buffer between the Red Apple Deli and the adjoining residential area. I have enclosed two copies of the approved site plan for your records. I have also sent a copy of the approved site plan to Mr. David Furstenau of Furstenau Surveying. It is important to contact our office to schedule an on -site inspection once all improvements are complete. I can be contacted at (703) 665-5651. If yo,l have further questions, please feel free to call me. Sincerely, can M. Moore Planner I cc: Mr. Roy Jennings, Frederick County Real Estate Assessor Mr. Robert M. Sager, Opequon District Supervisor Mr. David Furstenau, Furstenau Surveying JMM/ 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/678-0682 April 18, 1995 Furstenau Surveying Attn: David M. Furstenau P.O. Box 1057 Stephens City, VA 22655 RE: Preliminary Site Plan Review of the Red AM)le Deli Addition Dear Mr. Furstenau: I had the opportunity to review the preliminary site plan for the 960 square foot addition to Red Apple Deli located at the intersection of Stickley Drive and Fairfax Pike. The Department of Planning and Development will give final approval of this site plan once the following comments are addressed: 1. Please indicate the height of the proposed addition on the final site plan. 2. Please show fencing or enclosure to house the trash dumpster. 3. Please make a note that all parking spaces are to be at least 9' in width. 4. Please correct the square footage for the entire parcel. I will recommend final approval of this site plan once our department has received the site plan application, the site plan review fee, all approved review agency comments, and five copies of the final site plan that address the comments specified in this letter. Please contact me if I may answer any questions regarding this letter, or if I may be of further assistance. Sincerely, 9 6LI) /� //"' Jean M. Moore Planner I JMM/ dre 107 North Kent Street Winchester, VA 22601 P.O. Box 601 Winchester, VA 22604 COUNTY of FREDERICK i Department of Planning and Development 703/665-5651 FAX 703/678-0682 June 27, 1995 Furstenau Surveying Attn, David M. Furstenau P.O. Box 1057 Stephens City, VA 22655 RE: Site Plan Review of the Red Apple Deli Addition Dear Mr. Furstenau: I had the opportunity to review the revisions to the Red Apple Deli site plan dated June 26, 1995. The details of the dumpster enclosure and concrete pad are adequate, however, more room for the dumpster site is required. Shifting the parking spaces five feet will be sufficient. The enclosed site plan demonstrates the changes needed. Once this issue is addressed, I will recommend final approval of this site plan. Please contact me if I may answer any questions regarding this letter, or if I may be of further assistance. Sincerely, a,,,,. ) VL can M. Moore Planner I JMMId(u. 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 �J COUNTY of FREDERICK Public Works Department Harvey E. Strawsnyder, Jr., P.E. Director 703/665-5643 Fax:703/678-0682 April 4, 1995 Mr. Dave Furstenau, C.L.S. Furstenau Surveying P.O. Box 1057 Stephens City, Virginia 22655 RE: Revised Site Plan - Red Apple Deli Frederick County, Virginia Dear Dave: We have completed our review of the revised site plan for the Red Apple Deli and offer the following comments: 1. A stormwater evaluation needs to be performed for the proposed addition. This evaluation should include the recently paved area on the east side of the site. If the resulting analysis yields a stormwater increase less than two efs it will not be necessary to provide a stormwater detention facility at this time. However, any future development on the undeveloped property to the south of the existing structures will most likely require the installation of a stormwater facility.' At that time, the design consider all of the on -site development that has occurred. 2. Provide erosion and sedimentation control measures where required. 3. Provide finished floor elevation(s) for the proposed addition. The site plan should indicate if a basement floor level is planned. If a basement level is not planned, additional grading and contour modifications will be required to accommodate the building construction. 4. Provide spot elevations in front of the new addition to demonstrate handicap ramp elevations and slopes. 5. Provide spot elevations within existing pavement area to indicate direction of stormwater flows. 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 LJ Red Apple Deli Page 2 April 4, 1995 If you should have any questions regarding the above comments, please contact me at 665-5643. Sincerely, ney Strawsnyder, Jr., P.E. Director of Public Works HES:rls cc: Planning and Zoning file RUNOFF CALCULATIONS FOR RED APPLE DELI STEPHENS CITY, VIRGINIA APRIL 20, 1995 TABLE OF CONTENTS INTRODUCTION Pg. 2 WATERSHED DATA Pg. 2 TIMES OF CONCENTRATION Pg. 2 PEAK DESIGN FLOWS Pg. 3 APPENDIX (COMPUTATIONS): Pg. 3 Tc CALCULATIONS PEAK DESIGN FLOW ANALYSIS PREPARED BY: TIMOTHY G . PAINTER, P . E . 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601O% (703) 662-1565 r - -- ; TIM . PAINTER � No.18260 4,/as l Iq5 ( _.c'�� • RED APPLE DELI Stephens City, Virginia Page 2 INTRODUCTION: The subject property consists of 2.968 acres located at the corner of Route 277 and Route 1085, Stickley Drive in Stephens City, Virginia. Approximately 0.65 acres of the property is currently developed for use as a convenience store. The proposed construction consists of a 24' x 40' addition to the store and approximately 10,850 sq. ft. of additional parking area. The remainder of the site shall remain undeveloped at this time. The purpose of this study is to analyze the runoff generated by this development and to determine the net increase due to the proposed construction. For the purpose of this project, the Rational Method was used to determine the watershed data and peak discharges of the site. The Haestad Modified Rational Method computer software version was used for analysis. WATERSHED DATA: The tributary watershed consists of the developed area of the site only and is delineated as follows: SUBAREAS AREA RUNOFF COEFFICIENT (Ac.) Ex. Store 0.05 0.9 Ex. Parking Lot 0.28 0.9 Ex. Lawn Areas 0.11 0.35 Ex. Graded Fill 0.25 0.40 (Unstabilized) Ex. Side Slope 0.18 0.70 Proposed Addition 0.02 0.90 *Proposed Parking 0.25 0.90 *This area is currently the unstabilized graded area. TIMES OF CONCENTRATION: The runoff travel times have been calculated for the Pre - developed and Post -developed conditions and are as follows: SUBAREA Pre -developed Post -developed Tc (Hrs) 0.19 = 11.4 min. 0.05 = 3.0 min. say 10 min. Tc say 5 min. Tc See the attached sheets for the corresponding calculations. RED APPLE DELI Stephens City, Virginia Page 3 PEAK DESIGN FLOWS: The peak design flows were determined by the Modified Rational Method for the 2YR, 10YR, and 100YR storm events. It was determined through this analysis that the net increase in runoff did not exceed the 2 cfs limit, as determined by the County of Frederick, Virginia, for either the 2YR or 10YR events and the 100YR storm increased by only 2.6 cfs. The storm water runs by sheet flow across the parking lot to a large natural channel at the westerly side of the site; which is an adequate conveyance channel for all of these storm events. Although there is a relatively small increase in the 2YR and 10YR storm events, no storm water management facility is determined to be required at this time. However, if additional development occurs in the future, it is recommended that full development storm water management be installed for this site to prevent runoff damage downstream. The peak design flows for this project are as follows: Pre -development: 2 YR Q2 = 2.30 cfs 10 YR Q10 = 3.09 cfs 100 YR Q100 = 5.47 cfs Post -development: 2 YR Q2 = 3.71 cfs 10 YR Q10 = 4.76 cfs 100 YR Q100 = 8.07 cfs APPENDIX COMPUTATIONS & ANALYSES • Quick TR-55 Ver.5.46 SIN: Executed: 17:08:33 04-20-1995 REDAPPLI.TCT RED APPLE DELI STEPHENS CITY, VIRGINIA Tc FOR PRE -DEVELOPED CONDITION Tc COMPUTATIONS FOR: DEVELOPED SITE SHEET FLOW (Applicable to Tc only) Segment ID A B Surface description PARKING LOT FILL AREA Manning's roughness coeff., n 0.0110 0.1300 Flow length, L (total < or = 300) ft 125.0 120.0 Two-yr 24-hr rainfall, P2 in 3.000 3.000 Land slope, s ft/ft 0.0286 0.0233 0.8 .007 * (n*L) T =-------------- hrs 0.02 + 0.16 = 0.19 0.5 0.4 P2 * s SHALLOW CONCENTRATED FLOW Segment ID SLOPE Surface (paved or unpaved)? Unpaved Flow length, L ft 40.0 Watercourse slope, s ft/ft 0.4000 0.5 Avg.V = Csf * (s) ft/s %10.2044 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T = L / (3600*V) hrs 0.00 = 0.00 CHANNEL FLOW Segment ID Cross Sectional Flow Area, a sq.ft 0.00 Wetted perimeter, Pw ft 0.00 Hydraulic radius, r = a/Pw ft 0.000 Channel slope, s ft/ft 0.0000 Manning's roughness coeff., n 0.0000 2/3 1/2 1.49 * r * s V =-------------------- ft/s 0.0000 n Flow length, L ft 0 T = L / (3600*V) hrs 0.00 = 0.00 ................................ ...........................................TOTAL .TIME (hrs)......0.19• Quick TR-55 Ver.5.46 SIN: Executed: 14:18:18 04-20-1995 REDAPPLE.TCT RED APPLE DELI STEPHENS CITY, VIRGINIA Tc FOR POST -DEVELOPED CONDITION Tc COMPUTATIONS FOR: DEVELOPED SITE SHEET FLOW (Applicable to Tc only) Segment ID Surface description Manning's roughness coeff., n Flow length, L (total < or = 300) Two-yr 24-hr rainfall, P2 Land slope, s 0.8 .007 * (n*L) T=-------------- 0.5 0.4 P2 * s SHALLOW CONCENTRATED FLOW Segment ID Surface (paved or unpaved)? Flow length, L Watercourse slope, s 0.5 Avg.V = Csf * (s) where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T = L / (3600*V) CHANNEL FLOW Segment ID Cross Sectional Flow Area, a Wetted perimeter, Pw Hydraulic radius, r = a/Pw Channel slope, s Manning's roughness coeff., n 2/3 1/2 1.49 * r * s V= -------------------- n A B PARKING LOT PARKING LOT 0.0110 0.0110 ft 125.0 120.0 in 3.000 3.000 ft/ft 0.0286 0.0233 hrs 0.02 + 0.02 = 0.04 SLOPE Unpaved ft 40.0 ft/ft 0.4000 ft/s %10.2044 hrs 0.00 sq.ft 0.00 ft 0.00 ft 0.000 ft/ft 0.0000 0.0000 ft/s 0.0000 Flow length, L ft 0 T = L / (3600*V) hrs 0.00 = 0.00 ...........................................TOTAL .TIME •(hrs)......0.05• ........................ • Quick TR-55 Ver.5.46 SIN: Executed: 17:12:19 04-20-1995 RED APPLE DELI PRE -DEVELOPED CONDITION PEAK FLOW CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Runoff Area Descr. 'C' acres -------------------------- EX. STORE 0.900 0.05 EX. LOT 0.900 0.28 EX. LAWN 0.350 0.11 FILL AREA 0.400 0.25 EX. SLOPE 0.700 --------------- 0.18 RETURN FREQUENCY = 2 years Tc Wtd. Adj. I Total (min) 'C' 'C' in/hr acres -------------- ----------------------- 10.00 0.645 0.645 4.100 0.87 Peak Q (cfs) 2.30 LJ Quick TR-55 Ver.5.46 SIN: Executed: 17:12:19 04-20-1995 RED APPLE DELI PRE -DEVELOPED CONDITION PEAK FLOW CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Runoff Area Descr. 'C' acres -------------------------- EX. STORE 0.900 0.05 EX. LOT 0.900 0.28 EX. LAWN 0.350 0.11 FILL AREA 0.400 0.25 EX. SLOPE 0.700 -------------- 0.18 RETURN FREQUENCY = 10 `C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 Tc Wtd. Adj. I Total (min) 'C' 'C' in/hr acres -------------- 10.00 0.645 ----------------------- 0.645 5.500 0.87 years Peak Q (cfs) 3.09 C� Quick TR-55 Ver.5.46 SIN: Executed: 17:12:19 04-20-1995 RED APPLE DELI PRE -DEVELOPED CONDITION PEAK FLOW CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Runoff Area Descr. 'C' acres -------------------------- EX. STORE 0.900 0.05 EX. LOT 0.900 0.28 EX. LAWN 0.350 0.11 FILL AREA 0.400 0.25 EX. SLOPE 0.700 --------------- 0.18 RETURN FREQUENCY = 100 years `C' adjustment, k = 1.25 Adj. 'C' = Wtd.'C' x 1.25 Tc Wtd. Adj. I Total Peak Q (min) 'C' 'C' in/hr acres (cfs) -------------- 10.00 0.645 ----------------------- 0.807 7.800 0.87 5.47 11 �J Quick TR-55 Ver.5.46 SIN: Executed: 16:30:25 04-20-1995 RED APPLE DELI POST DEVELOPED CONDITION PEAK FLOW CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Runoff Area Descr. 'C' acres -------------------------- EX. STORE 0.900 0.05 EX. LOT 0.900 0.28 EX. LAWN 0.350 0.09 EX. SLOPE 0.700 0.18 ADDITION 0.900 0.02 PARKING 0.900 --------------- 0.25 RETURN FREQUENCY = 2 'Cl adjustment, k = 1 Adj. 'C, = Wtd.'C' x 1 Tc Wtd. Adj. I Total (min) 'C' 'C' in/hr acres -------------- 5.00 0.802 ----------------------- 0.802 5.320 0.87 years Peak Q (cfs) 3.71 Quick TR-55 Ver.5.46 SIN: Executed: 16:30:25 04-20-1995 RED APPLE DELI POST DEVELOPED CONDITION PEAK FLOW CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Runoff Area Descr. 'C' acres -------------------------- EX. STORE 0.900 0.05 EX. LOT 0.900 0.28 EX. LAWN 0.350 0.09 EX. SLOPE 0.700 0.18 ADDITION 0.900 0.02 PARKING 0.900 --------------- 0.25 RETURN FREQUENCY = 10 `C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 Tc Wtd. Adj. I Total (min) 'C' 'C' in/hr acres -------------- 5.00 0.802 ----------------------- 0.802 6.820 0.87 years Peak Q (cfs) ----4.76 • Quick TR-55 Ver.5.46 SIN: Executed: 16:30:25 04-20-1995 RED APPLE DELI POST DEVELOPED CONDITION PEAK FLOW CALCULATIONS * * * * * *'SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Runoff Area Descr. 'C' acres -------------------------- EX. STORE 0.900 0.05 EX. LOT 0.900 0.28 EX. LAWN 0.350 0.09 EX. SLOPE 0.700 0.18 ADDITION 0.900 0.02 PARKING 0.900 --------------- 0.25 RETURN FREQUENCY = 100 years `C' adjustment, k = 1.25 Adj. 'C' = Wtd.'C' x 1.25 Tc Wtd. Adj. I Total Peak Q (min) 'C' 'C' in/hr acres (cfs) -------------- 5.00 0.802 ----------------------- 1.000 9.280 0.87 8.07 0 �&- 4 - Z(, - 0,5 .77r�'S REQUEST FOR SITE PLAN COMMENTS o� k crJ Frederick County Engineering Department �N ��1 G Attn: Director of Engineering cA �G�F QWQ��NZ P.O. Box 601 Winchester, Virginia 22601 (703) 665-5643 The Frederick County Engineering Department is located at 9 North Loudoun St., 2nd Floor of the Hammon Building in Winchester, if you prefer to hand deliver this review. Applicant's name, address and phone number: Harry Stimpson III 152 Fairfax Pike, Stephens City, Virginia 22655 (703) 869-2011 Name of development and/or description of the request: 960 Sq: Ft. Addition to Red Apple Deli Location: 152 Fairfax Pike Stephens City, Va. 22655 Engineers Comments: � crnllS�Clu..��.y�n Engineers Signature & Date: �G �� . L,J1, 4131C1S (NOTICE TO ENGINEERING DEPT. *PtEASIEj RETURN THIS MRM TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two copies of your plans and/or application form. -13- REQUEST FOR SITE PLAN COMMENTS Frederick County Engineering Department Attn: Director of Engineering P.O. Box 601 Winchester, Virginia 22601 (703) 665-5643 The Frederick County Engineering Department is located at 9 North Loudoun St., 2nd Floor of the Hammon Building in Winchester, if you prefer to hand deliver this review. Applicant's name, address and phone number: Harry Stimpson III 152 Fairfax Pike, Stephens City, Virginia 22655 (703) 869-2011 Name of development and/or description of the request: 960 Sq.- Ft. Addition to Red Apple Deli Location: 152 Fairfax Pike Stephens City, Va. 22655 Engineers Comments: r r , _ 9 Engineers S-ignature & Date: . (NOTICE TO ENGINEERING DEPT. *P EA E RETURN THIS S APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two copies of your plans and/or application form. -13- lot SITE PLAN APPLICATION Complete the following application: DATE 03-08-95 APPLICATION # Q Z q 1. Development 960 Sq. Ft. Addition to Red Apple Deli 2. Location of Property: 152 Fairfax Pike (by street name) Stephens City, Va. 22655 3. Property Ow�'� Harry F. Stimpson III Address: �' 'W4�� 152 Fairfax Pike _ R�GpFP�FNNE S, ephens City, Va. 22655 `c' DEVc.��PM r Chi. jv Telephone: ( 703 ) 869-2011 Applicant/Agent: Same As Above Address: Telephone: (703) 869-5682 5. Designer: Furstenau Surveying Address: P.O. Box 1057 Stephens City, Va. 22655 Telephone: (703) 869-5682 Contact: David Furstenau 6. Is this an original or revised Site Plan? Original Revised xx ..- 7. Total area of parcel to be developed: 129,292 Sq. Ft. 3. Property Information: a) Property ID # : b) Current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Zoning: f) Adjoining Property Use: g) Magisterial District: -3-1 Deli Same as Above RP-B-2 REsidential-Vacant ODeauon 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: ,1. Date: REQUEST FOR SITE PLAN COMMENTS Virginia Department of Transportation Attn: Resident Engineer P.O. Box 278 Edinburg, Virginia 22824-0278 (703) 984-4133 The local office of the Transportation Department is located at 1550 Commerce St. in Winchester if you prefer to hand deliver this form. Applicant's name, address and phone number: Harry Stimuson III 152 Fairfax Pike, Stephens City, Virginia 22655 (703) 869-2011 Name of development and/or description of the request: Revised Site Plan Red Apple Deli Location: Route 277 and Stickley Drive tephens City, Virginia 22655 Va. Dept. of Transportation Comments: No objections to revised site plan dated April 14, 1995 The existing commercial entrances are adequate .for the proposed on site improvements. Should the business ever expand in the future, the entrance may need to be upgraded. xc: Mr. Steve A. Melnikoff (w/ copy of plan) VDOT Signature and Date��5-- (NOTICE TO RESIDENT ENGINEER*PLEASE RET THIS FOR2d TO APPLIC'/ANT. ) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach three copies of your plans and/or application form. -10- r \ti J 'JU��` REQUEST FOR SITE PLAN COMMENTS \' Frederick County Sanitation Authority ry Attn: Engineer Director 199 Front Royal Pike ' �e�' P.O. Box 618 .0 � ��'� Winchester, Virginia 22604 (703) 665-5690 The Frederick County Sanitation Authority is located on U.S. 522 South, one tenth of a mile from the U.S. 50 North intersection, if you prefer to hand deliver this review. �/L TD; Applicant's name, address and phone number: fPAv,6y�,va Harry F. Stimpson III (703) 869-2011 D, Jg OX %Of'r 152 Fairfax Pike, Stephens City, Va. 22655 v� Name of development and/or description of the request: 6 5-57, 960 Sq. Ft. Addition to Red Apple Deli Location: 152 Fairfax Pike Stephens City, Va. 22655 Sanitation Authority Comments: W,¢ r,FA 4AV4 5;o6-WEA- LlWS 5 syo UL4 446 l�l'ILITY %J,EFoI�ir coti STRy�Tivy ��'L`isS. Sanitation Authority Signature & Date: (NOTICE TO SANITATION AUTHORITY * N THAj 4�M TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your application form, location map, and all other pertinent information. REQUEST FOR SITE PLAN COMMENTS try:' �;l�C•` � ','==, Frederick County Inspections Department Attn: Building Official P.O. Box 601 Winchester, Virginia 22601 (703) 665-5650 The Frederick County Inspections Department is located at 9 North Loudoun St., 2nd Floor of the Hammon Building in Winchester, if you prefer to hand deliver this review. Applicant's name, address and phone number: Harry F. Stimpson III (703) 869-2011 152 Fairfax Pike, Stephens City, Va. 22655 Name of development and/or description of the request: 960 Sq. Ft. Addition to Red Apple Deli Location: 152 Fairfax Pike Stephens City, Va. 22655 Inspection Department Comments: Building shall comply with Virginia Uniform Statewide Building Code and Section 309, Use Group M (Mercantile) of the BOCA National Building Code/1993. Other codes that apply are title 24 Code of Federal Regulation, Part 36 Nondiscrimination on the Basis of Disability by Public Accommodations and in Commercial Facilities. NOTE: ADA 20% rule applies to additions & renovations (Section 36.403 ADA Title III) Code Administrator Signature & Date. I 1 /. (NOTICE TO INSPECTIONS DEPT.*PLEAS ETURN THIS FORM TO MPLANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your plans and/or application form. -111- COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Contr-ol_No. ,0N3-0`-9952267 Date Received 030995 Date Reviewed 032395 Applicant Name Harry F. Stimpson III Address 152 Fairfax Road Stephens City, VA 22655 Project Name Red Apple Deli Phone No. 703-869-2011 Type of Application Site Plan Current Zoning B-2 1st Due Fire Co. 11 1st Due Rescue Co. 11 Election District Opeq-uon RECOMMENDATIONS Automatic Sprinkler System X Residential Sprinkler System Automatic Fire Alarm System X Other Emergency Vehicle Access; Adequate X Inadequate Fire Lanes Required; Yes Comments Roadway/Aisleway Widths; Adequate X Inadequate Special Hazards Noted; Yes Comments Not Identified No X Not Identified No X - Continued - LL uirwiri. COUNTY of FREDERICK Public Works Department . ^. Harvey E. Strawsnyder, Jr., P.E. Director 703/665-5643 Fax: 703/678-0682 April 4, 1995 Mr. Dave Furstenau, C.L.S. Furstenau Surveying P.O. Box 1057 Stephens City; Virginia.22655 RE: Revised Site Plan - Red Apple Deli Frederick County, Virginia Dear Dave: We have completed our review of the revised site plan for the Red Apple Deli and offer the following comments: 1. A stormwater evaluation needs to be performed for the proposed addition. This evaluation should include the recently paved area on the east side of the site. If the resulting analysis yields a stormwater increase less than two cfs it will not be necessary to provide a stormwater detention facility at this time. However, any future development on the undeveloped property to the south of the existing structures will most likely require the installation of a stormwater facility. At that time, the design consider all of the on -site development that has occurred. 2. Provide erosion and sedimentation control measures where required. 3. Provide finished floor elevation(s) for the proposed addition. The site plan should indicate if a basement floor level is planned. If a basement level is not planned, additional grading and contour modifications will be required to accommodate the building construction. 4. Provide spot elevations in front of the new addition to demonstrate handicap ramp elevations and slopes. 5. Provide spot elevations within existing pavement area to indicate direction of stormwater flows. 107 North Kent Street Winchester, VA 22601 P.O. Box 601 Winchester, VA 22604 0 w Red Apple Deli Page 2 April 4, 1995 E If you should have any questions regarding the above comments, please contact me at 665-5643. Sincerely, tey E. Strawsnyder, Jr., P.E. Director of Public Works HES:rls cc: Planning and Zoning file