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Home My WebLink About045-90 Harwill Food Svc. Equip - Stonewall District - Backfile (2)FREDERICK COUNTY DEPT. OF PLANN;NG AND DEVELOPMENT P.O. BOX 601 • 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 • (703) 665-5651 D ATE 719 / RECEIVED FROM 7 A ' t, "*�� S JQ� E2LA I C ADDRESS 5 - p - --F oC 1 s 101 - THE SUM 9FQrU�' 7�`1G t/ SiI� �C7 �6+)d /'/U/l (r%ec ~J,/ I�OLLARS S _ /. ��U V FOR /<� 7 C o/b /% ��/�✓ N i 'C 'L 4600 i711,4 °,-.RECEIPT N2 022902 AMOUNT DUE T AMOUNT PAID s 5� BALANCE DUE PAID BY CASH 14 CHECK \OTHER FREDERICK COUNTY DEPT. OF PLANNING AND DEVELOPMENT P.O. BCX 601 • 9 COURT SQUARE W;NCHESTER, VIRGINIA 24601 • (703) 665-5651 DAY TIMERS RE -ORDER W. 3221 — Pnnte4 in USA SITE PLAN CHECKLIST The application is not complete if the following are not present 1. 1 set of comment sheets from the following agencies along with any marked copies of the plan: OK - aN hoy VDOT City of Winchester Ott- a bi 15 o. San. Auth. Co. Health Dept. 0 Inspections Parks & Rec. Zire Marshall Airport Authority Engineer 2. 1 copy of the SITE PLAN Application 3. 5 copies of the plan on a single sheet 4. 1 reproducible copy of the plan (if required) 5. a 35mm. slide of the plan (if required) TRACKING DATE g Application Received Review/Invoice received from Engineer l l Fee Paid (amount $ l� S0. Q0 ) Site Plan heard by Planning Commission (if required) Final Site Plan submitted with review agency, Planning Commission, and staff comments addressed. �• w COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/667-0370 December 12, 1990 Allen and Debbie Knotts 663 North Loudoun Street Winchester, Virginia 22601 Dear Mr. & Mrs. Knotts: Our 1990 records indicate that Site Plan #045-90 for Harwill Food Service was approved on September 10, 1990. This approved site plan is located on Lenoir Drive in the Stonewall Magisterial District. Please keep this approval letter in your file. If I may answer any questions regarding this letter, please do not hesitate to contact me. Sincerely, 0. Evan A. Wy t Planner II EAW/slk 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 C • DEPARTMENT OF FIRE AND FS�E r7r7 COUNTY OF FREDERI� M M D D Y Y X X C 9 Court Square, P.O. Box bun IA-2i lei 5/t 06 1 S 10 1 Winchester, VA 22601 703.665-6350 DATE ARRIVAL DEPARTURE INSPECTORS NAME I TYPE OF INSPECTION I" knoheri/hood M/ M 0 D Y� Y H H M M H H M M FIRST tL �l A-31 / I� I I� t-7 I �I GI / ` jT � Vt I / I—,-] FYI cI 5?"5-CI I ye, 2" eprv+klerrss 3LJ alarm system 4 u overtvaad door STREET NUMBER STREET NAME SUIT•APT SRA � I I Ill�l/I lL�1��I�14 IZU II,IIe I I I I I I I I I I t I I I I ,� c/u/u-/J 540ewpu," 6" punning Permit 7" blasting OCCUPANT TELEPHONE �J�, �-�-L /I/IZI_I IL I CI I I I I I I I I I I I I I I I (( IleIlAe'IIkf1I_1IL1 8" kriviglabon 9" WN 10u Ware review MANAGER, REPRESENTATIVE BUSINESS TELEPHONE A IQL 1'4 V�I I'/i/ '0 I, I T %I I I I I I I I I I I I I I I 1 l/ 10E� I- L LLL/ 1 I�0'141 J 11 u ust rnstaiwon 12" use leak 13u usl rennovd 14" ust laud SPIN 15" annual inspection 16LJ complairll BUILDING OWNERS LAST NAME OWNERS ADDRESS TELEPHONE �IQ►mlr lI I I I I I I I I I g Q I�LC �4� I I�O1./�1 ICJ1-31� I I I I I I-t I I 1-I I I I t FIXED PROPERTY L I I I ` - NUMBER OF STORIES / CONSTRUCTION TYPE 17LJ violation 1 LJ fire resistive 3 " protected non-cornbust,ble 5 " protected ordinary 7 LJ protected wood frame 9 LJ not ctassrhed to LJ hro lame Irnpecfon 1 , � 2 LJ heavy Umber 4 " unprotected non-combustible 6 I v I unprotected ordinary 8 I_� unprotected wood 0 undebrrtwned 19LJ Ere lane approvd ZOLJ re-irttpection r LJ otMr FIRE PREVENTION PERMIT a RE -INSPECTION DATE MAXIMUM OCCUPANCY LOAD I I I III �I I II '' II II I L__u U— U L-1 — U� I I I I II II I I U U l� U INSPECTION GUIDELINE -CORRECTIONS REQUIRED The Following Conditions Need Corrections: BUILDING EXIT AND EGRESS ❑ 61 Unapproved or Detective Gas Connection C 1 Space Under Stairs Used for Storage Purposes 031 Inadequate Means of Egress ❑ 62 Damaged or Deteriorated Vent Pipe on Gas Burning Appliance C 2 Broken Ceilings and or Wits — Exposed Lath on Ceilings andor Walls 032 Second Means of Egress Not Readily Accessible C 63 lent Hoods, Vent Fans andor Duct Systems Need Ckarwiq ,Unnatural Openings) ❑ 33 Aisles andor Passageways Obstructed ❑ 64 Comil ushbles Being Stored Near Hot Mall Heaver O 3 Detector andor Unapproved Incinerator andor Spark Arrestor Screen ❑ 34 Panic Hardware (Anti Panic Latches and Brits) Required on Exit Doors C 4 Cardboard Ceilings andor Wall O 35 Discharge From Exits, Outside Bwldng. Etc ORDINARY HAZARDS O 5 Fire Door Not Serviceable 036 Eutway Blocked andor Obstructed ❑ 65 Poor Housekeepirq Conditions C 6 fve Door Blocked or Wedged Open ❑ 37 Exit Door Locked andor Barricaded ❑ 7 al Soaked Wood Floors C 38 Exit Not Property Designated or Marked ❑ 66 improper Stage ❑ 67 Soilage of Floor Oils. Cleaning Compounds Waxes. Polishes. Etc C 8 Attic Areas Open to the Outside. Screen to Prevent Entry by Buds C 39 Exit Lights provided But Not Operative C 68 Storage of Excelya. Straw. Sawdust. Burlap. Etc D 9 Dons Requiring Sell -Closing Devices Not So Equipped 040 INummatng Direct oral Signs to Exit Required C 69 Metal Drip Pans Reolnred But Not Provided O 10 Pronibitive—Should Be Razed ❑ 41 Exit Door Swinging Against Lnt of Exit Travel 070 Excessive Grtase on Sim D 11. Open and Exposed Foundation Beneath Building 042 Stairways Not Property Enclosed andor Equipped WO Non -Standard Doors ❑ 71 Cocklon Cover Off C 12 Post Max Occupancy Load 043 Stairways Not Property Inumnaeed ❑ 72 Unapproved Trash Containers ncY Wtirte Lights ELECTRICAL C 13 Illegal andor Boot -Leg Wiring. r O 45 Fire ed. But Not Provided SPECIAL HAZARDS ❑ 73 Unnecessary ands Disorderly Accumulation of Boxes, Cartons. Etc. 014 Inadequate Service andor Insufficient Circuits ;. gr ❑ 15 Insufficient Receptacles ❑ ft;., Fire Exb Reciiargingrinspection Collapse—Mantan Or Arrangement ❑ 74 Smoking In Hazardous location, "No Smoking" Sens Needed ❑ 16 Detective. Deteriorated or Spiced Wxng CJWUnaWoved x�� 48 Fire ExMiguisriers operty Mounted 4•-60' ❑ 75 flammable Liquids andor Gases Bag Improperly Used ardor Shed ❑ 76 knadequate Venolabon n Hazardous Location ❑ 17 Defective andor Broken Fixtures t1pk,�❑ ❑ 18 Defective andor Broken Switches andp Sockets M 49>rfi�r4nguisfitrs ity Visible �*s 5Q �(�p be Nose Det�e1 Not tacked 077 Storage of Compressed GasCyknders Without Proper Anchorage )Rails a 019 Circuit Breakers BY -Passed a Blocked Open 51 Fre Protectlon Systertl 020 Oversee Fuses a do Cxcut Breakers Set Too High /� ❑ 21 Pennies Behind Rug Type Fuses r ; S2.`O tbv! Standppe l lets Cnansl 078 Oxygen LyMlders Being Stored andor Used n Greasy or 04y Lacatiort ❑ 79 Oxygen Cyll Bang Stored Near Acetylene or Fuel Gas Cylinders 022 Metal Strip of Fuse Holder Cut Back ! 33, Standproe 6ystem aected V11eads. ❑ 80 Oxd "Materials Bang Stored With Acts. Sulpha. Etc t Cu r Siamese Blocked v • .-C'54 Sp(i ❑ 23 fuses Jumped a Bridged r gydrquatt Sprink >d Clearance I1B Inches Required) ❑ 24 Open Junction Box andor Fuse Box Cl 81 Unapproved andor Hazardous Paint Spraying ❑ 82 Trash Room Door Not EOInDDed With Sed Ckasirg Device 025 Fuse Panel Obstructed andor Inaccessible 30 ❑ 56 Sprinkler Valves operly IdenMied ❑ 83 Open Flame Heabrg n Hazardous Locabon 026 Motors andor Faris Dirty a Dust Covered HEATING AND W61i lG O 27 Unapproved Extier ds/Drop Cords xr ❑ 57 De alit p Unit —Furnace, Gas Baler, Stove, Heater. Etc ❑ 84 Vacant at Time of Inspection ❑ 85 Locked at Time of Inspection D 28 Excessive Use of Multiple Outlet Pegs * - ;g, Cod(ng Unit Range, Hot Plate, Etc 096 See Supplement Sheet ❑ 29 Lamps, Futures. Equprrienl Etc. Not Properly Enclosed )Hazar 5g Metr Blocked andor ObSMX*dfNot Protected Locations Only) 060 Furnace, Boiler. Healing. Cook" andor Smokelaipe and Vent Pipe 87 IN THE OPINION OF THE INSPECTOR, THERE WERE NO HAZARDOUIS J7 30 Dead and Unused Wkkg, Should Be Removed Clearance From Comblntible Materials. Not Standard CONDITIONS IN THIS AREA AT THE TIME Of THIS INSPECTION COMMENTS url le z D.ti�;G3�c D jLlLIXIC// %f�n/r/FZ` ,� lrrl� The coridrtions reported on This form rased the premtsis as observed toy tour rmpector, at the feria of inspection. Any erroer or orrxrtissfon regarding 0A safety or conditions regar call tiro prevail lfort we uninterifonal end are root deemed the NUN of" county. SIGNATURE OF INSPECTOR F7 RECENED BY �!� 1 PORN ES-1 COUNTY OF FREDERICK, VIRGI* . �" (� DEPARTMENT OF INSPECTIONS Caller A LLE.►J iJITT 1 5 Time Called PM Date Called Z S Phone No. (a(oZ - 112-1F Time Requested IH Date Requested 121 17 /50 c i Received By CVAFtJ T" Date of Inspection Z g 0 PERMIT HOLDER NAME 90-U_SEgync AL•L.pJ k-Qo i RT. NO. Lot No. SEC. No. SUBDIVISION STREET NAME LaK�o►le, T)z►\i DIRECTIONS �`fa1.1EWfILI =rJt�)ST721 A1_ �R�1�, BUILDING NO. IroRNf;-R of 01q1r__r I F�llbl� �RIU� PLUMBING NO. ELECTRICAL NO. MECHANICAL NO. SIGN NO DISTRICT TnM',ICWP'LL PERMIT FOR: Type of Inspection / Residential Commercial Footers Setbacks: FR BK L R _ Slab Draintile Gas Fire -up Final Electrical Water Service Framing Final Mechanical Sewer _ Rough Electric Final Site Plan Rough Plumbing Rough Mechanical _ Final Building _ Fire Marshall _ Groundworks Gas Piping/Test Final Plumbing _ Special/Complaint Other: 0 Time In: (Z 15 Temperature r Cut in No. _ Time Out: 1 2- 3b Weather b'JV'kAST- Results: Approved " Rejected Comments: TI67 nIEEPIT QM -i};,°rt� S►TE B-Ai,3 TO [rj2QEtT A iJ 12 ,71So) SX) 0K, RIK_ f:f► NIA(.._ Signature �X1M 1.1 U.A�a� Date IZ 1 1% go DEC. 17 '9E 14:56 VT_0W`)"S::*1JR tV0 P F. 01 COMMONWEALTH of VIFCINNIA DEPARTMENT OF TRANSPORTATION P o BOx 278 EOINSuRG. 22824 RAY D. PETHTEL COMMISSIONER (703) 984-4133 December 6, 1990 Mr. Martin R. Hodgson, Vice President Ref: Land H & W Construction Company, Inc. P. 0. Box 2468 Winchester, vA 22601 Dear Ronnie: WILLIAM H. BUSHMAN RESIDENT ENGINEER Use Permit #855-01177 Harwill Food Service Route F-732 Frederick County I tun writing to advise you of a drainage problem which has resulted from your firms grading at the above referenced project. Specifically after the rain we experienced December 3 & 4, water is ponding over the shoulder and pavement structure at the intersection of Routes F-732 and 861. your immediate attention in correcting this very dangerous situation by obtaining positive drainage away from the roadway will be both expected and appreciated. We realize the existing grades in the area are extremely flat. Also, at this time of year it is very unlikely vegetation can be established. Therefore, a short term solution to correct the situation over the winter months may be appropriate. We have no objections to you building a short berm approximately 12' off the edge of pavement in order to turn water away from the roadway. However, provisions will have to be made to provide for positive drainage away from the pavement structure as well. Again, we understand existing elevations in the area are extremely flat. However, to our knowledge we have never experienced these conditions at this intersection before. Therefore, we cannot stress enough the importance of correcting the situation as soon as possible. Im ediate action will undoubtedly prevent a serious accident or further damage to the pavement structure. Should you have any questions or would like to meet to discuss this rnattar, please give me a call. Sincerely, William H. Bushman Transp. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC / rf xc: Mr. F. E. Wymer Mr. D. o. Wilkins Mr. Terry Bishop Mr. Allen- R. Knotts, Sr. Ike • RAY D..PETHTEL COMMISSIONER DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 EDINBURG,22824 Mr. Terry Bishop C/o Valley Building Systems Suite 5-316 Warren Avenue Front Royal, VA 22630 Dear Mr. Bishop: (703) 984-4133 August 16, 1990 J,U.Sy5P WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Proposed Cocmiercial Entrance Valley Building Systems Stonewall Industrial Park Route F-732 Frederick County This is to acknowledge receipt of the above referenced project's revised site plans dated August 2, 1990. The resubmitted plans appear to be satisfactory and are therefore approved. Please be advised before any work is performed on the State's right-of-way the appropriate land use permits must be applied for and issued to cover said work. These permits are issued by this office and require an inspection fee and surety bond coverage. Should you have any questions concerning the above or if I can be of further assistance, please do not hesitate to call. Sincerely, William H. Bushman Transp. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Attachment xc: Mr. R. L. Moore Mr. J. B. Diamond Mr. F. E. Wymer Mr. R. W. Watkins Mr. John Whitacre Mr. Kurt Penington WYA VOoT A ♦1 Yr j 4� •^ COMMONWEALTH, of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER (703) 984-4133 RESIDENT ENGINEER August 7, 1990 Mr. Kurt Penington Ref: Proposed Commercial Entrance C/O Land Surveys, Inc. Valley Building Systems 211 South Royal Avenue Stonewall Industrial Park Front Royal, Virginia 22630 Route F-732 Frederick County Dear Mr. Penington: —tV n4 5_90 Enclosed you will find your recently resubmitted revised site plans dated August 2, 1990 to the above referenced project. We will be unable to approve the plans until they are revised in accordance with our previous recommendations. Should you have any questions concerning the above, please do not hesitate to contact me. RBC / rf Enclosures xc: Mr. R. W. Watkins Mr. Jerry Bishop Sincerely, W. H. Bushman Resident Engineer 1 By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior TRANSPORTATION FOR THE 21 ST CENTURY i V/ RAY D. PETHTEL COMMISSIONER Mr. Kurt Penington Ref: C/O Land Surveys, Inc. 211 South Royal Avenue Front Royal, Virginia 22630 Dear Mr. Penington: • "ie, 14 jw4m vvorr COMMONWEALTH of VlRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 EDINBURG, 22824 (703) 984-4133 July 31, 1990 :�f- (D 1-f b 1� Proposed Cocmiercial Entrance Valley Building Systems Stonewall Industrial Park Route F-732 Frederick County WILLIAM H. BUSHMAN RESIDENT ENGINEER As requested we have reviewed the above referenced site plan dated June, 1990. Our recommendations may be found on the attached plans marked in red and as follows: 1. The proposed entrance design is to be upgraded to a minimum 50' in width with 25' standard 03-6 curb and gutter radii. Also, 12' offsets from the edge of the Route F-732 pavement to the face of the curb with standard 36' tapers will be required. 2. To conform better with the existing drainage swale a 42"x29" C.M.P.A. will be required in lieu of the proposed 36" C.M.P. The culvert should be lengthened as necessary to accocmiodate the wider entrance and standard ES-3 end sections added. 3. A half typical section of the proposed entrance which details a pavement design of 8" C.R. Type 21-B base stone, 3" Type BM-3 asphalt concrete and 2" Type SM-2A asphalt concrete is to be incorporated into the plan. 4. A profile of the proposed water and sewer connections on the Route F-732 right-of-way which details a minimum of depth of 36" is to be incorporated into the plans. 5. Existing sight distances, references and speed limit are to be added to the plans as noted. 6. The enclosed specifications are to be incorporated into the plans. Please revise and resubmit four (4) copies for final approval. Should any changes be deemed necessary please design them to meet or exceed the above recoimndations. Should you have any questions concerning the above, do not hesitate to call. Sincerely, W. H. Bushman Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/ rf Enclosures xc: Mr. R. L. Moore, Mr. J. B. Diamond, Mr. F. E. Wymer, Mr. R. W. Watkins ':;ANSPORT.:TION FOR T' = 21ST CENTUR` 1 COMMONWEALTH ®f VIRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 C) WILLIAM H. BUSHMAN COMMISSIONER ( 703 ) 984-4133 D�� RESIDENT ENGINEER July 27, 1990 .J Mr. Arthur Lea Stabler, Architect Ref: Proposed Commercial Entrance Square Commercial Center Stonewall Industrial Park 1 Center Square, Suite 201-202 Lot 7#25 Hanover, PA 17331 Frederick County, VA Dear Mr. Stabler: As requested we have reviewed the above referenced site plan dated June 28, 1990. Our recommendations may be found on the attached plans marked in red and as follows: 1. The proposed entrance design is to be upgraded to a minimum 50' in width with 25' CG-6 curb and gutter radii. Also 12' offsets from the edge of the Kentmere Road pavement to the face of the gutter pan with 36' tapers will be required. 2. To conform better with the existing ditch line a 28"x20" C.M.P.A. will be required in lieu of the proposed 24" C.M.P. The culvert should be lengthened to accommodate the wider entrance and standard ES-3 end sections added. 3. We have no objections to the installation of the water line across Fentmere Road. However, a profile of the crossing within the right-of-way line which details the size of the line and depth are to be included on the site plan. For your information the encasement should extend past the center line of ditch. As I am sure you are aware, the street is currently not in the State Secondary Road System. Therefore, we cannot require the water line to be installed by standard push, jack or bore methods. However, our subdivision policy prohibits the acceptance of subdivision streets in the system with pavement "patches". By copy of this letter to the subdivision developer we are advising him should an open cut of the roadway be allowed a plant mix overlay may be required. 4. The typical section is to be revised as noted. 5. The enclosed specifications are to be incorporated into the plan. TRANSPORT->TION FOR THE 21 ST CENTURY Mr. Arthur Lea Stabler July 27, 1990 Page #2 Please revise and resubmit three (3) copies for final approval. Should any changes be deemed necessary, please design them to meet or exceed the above recommendations. Should you have any questions concerning the above, do not hesitate to call. Sincerely, W. H. Bushman Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC / rf Enclosures xc: Mr. R. L. Moore Mr. F. E. Wv er Mr. R. W. Watkins Mr. Tom Gilpin Application for a Site Plan Complete the following application: Development's Name: Harwill Foodservice Equipment Co. Location of Property: Corner of Lenoir & McGhee Drives (by street names) Stonewall Industrial Park Winchester, VA --(Frederick County) DATE August 3. 1990 Application # O YS 9d Property Owner's Name: Allen and Debbie Knotts Address: 663 N.,Loudoun Street Wincheter, VA Telephone: (703) 662-1124 Applicant/Agent: Valley Building Systems Address: Warren Ave, .. Royal, Telephone: (703) 636-G386 Designer/Design Co.: same Address: Telephone: Contact: Terry Bishop Total Area of Property: 2_56 acres 4 NQ"VA - -AQ4 6 aa Lx,'� 7, S-Z) Tax Map Number: Parcel Number: 552 Property Zoning and Present Use: M-1 Zoning --present use -- lot undeveloped Adjoining Property Zoning and Present Use: M-1 - light industrial -warehousing Proposed Uses: Wholesale sales and service of rPRtAi,rant equipment and suppies Magisterial District: Stonewall Districit--Frederick Co„n ty • 0 August 27, 1990 Land Surveys, Inc. Attn: Mr. Pennington 211 South Royal Avenue P.O. Box 412 Front Royal, VA 22630 COUNTY of FREDERICK Department of Planning and Development 703 / 665-5651 FAX 703/667-0370 RE: Harwill Food Service Equipment Site Plan Review. Dear Mr. Pennington: Enclosed is a copy of the Frederick County Erosion and Sediment Control requirements, as well as my site plan review for your project. Please look at the applicant's checklist sheet to insure that all of the requirements are included on your site plan. Once the following comments are addressed, I can recommend approval of this site plan for a zoning standpoint: 1) All requirements of the parking lot landscaping need to be met. You will find these requirements under section 3-3-2.11 of the Zoning Ordinance. 2) FAR calculations need to be provided. You may include this in your "notes" section. 3) If you are providing outdoor lighting fixtures or outdoor trash receptacles, you must provide locations and details. 4) The width of the drainage easement needs to be provided. I have tried to contact Mr. Paul Bernard of Donohue & Associates regarding your concerns from his review. I have not had the opportunity to address these issues at this time; however, I wanted to provide you with as much information at this time. Once I talk to him, I will contact you by telephone to discuss the stormwater management issues. I hope this letter is beneficial to your work. If I may be of any assistance, please contact me. Sincerely, Evan A. Wyat , Planner II 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 • �dofz(cV_ C Nand Durveysy llncd LAND SURVEYING - SITE PLANNING - SUBDIVISION D 211 SOUTH ROYAL AVENUE P. O. BOX 412, FRONT ROYAL, VIRGINIA 22630 w1 Z PRESIDENT WAYNE E. NISKANEN, C.L.S. EROSION AND SEDIMENT CONTROL PLAN NARRATIVE for proposed building and parking area Parcel 4, Lenior City Company of Virginia Stonewall District, Frederick County, Virginia June 22, 1990 PREPARED BY: Land Surveys, Inc. 211 South Royal Avenue P. 0. Box 412 Front Royal, Virginia 22630 Telephone: (703) 636-9364 OWNER: Allen R. Knotts, Sr. 663 N. Loudoun Street Winchester, Virginia 22601 DEVELOPER: Valley Building Systems 316 Warren Avenue Front Royal, Virginia 22630 Telephone: (703) 636-4386 I. PROJECT DESCRIPTION TELEPHONE (703) 636-9364 This project is for the construction of a 12,000 square foot building with attendant parking and loading areas. The building will be used as office, warehouse and wholesale sales. The site is located on the west corner of State Routes #861 (McGhee Road) and #F-732 (Lenior Drive). Only moderate cuts and fills result from the proposed grading. The disturbed area will be approximately 2.5 acres. II. EXISTING SITE CONDITIONS The project site is open meadowland. The site is fairly level with a slight swale from west to east. This is a small offsite contributing drainage area of industrial developed area and grassed meadowland, which will remain undisturbed. There are no live streams thru the site. The existing roads have roadside ditches with existing culverts under Lenior Drive. • Land Surveys, Inc. EROSION AND SEDIMENT CONTROL PLAN NARRATIVE June 22, 1990 Page 2 III. ADJACENT PROPERTY Existing paved roads bound the site on the northeast and southeast. The land on the southwest, owned by Gary D. Vansickler and the land on the northeast, owned by Winchester Casket Company, are both used as industrial warehouse areas. IV. SOILS The project area is shown on the Soil Conservation Service "Soil Survey of Frederick County, Virginia" Map #24. The site is shown to have soil type 39B. This soil is described as swimley silt loam, 2 to 7 percent slopes. Various soil factors are: TYPE DEPTH CLAY ---- (inches) (%) 39B 0-11 25-40 --- 11-43 25-45 --- 43-67 60-80 V. CRITICAL EROSION AREAS PERMEABILITY EROSION ORGANIC MATTER (inches/hour) (K) M 0.6 - 2.0 0.37 0.5 - 1 0.6 - 2.0 0.37 ------ 0.6 - 2.0 0.28 ------ There are no critical erosion areas located on this site. No critical erosion areas are created by the proposed grading or construction. VI. EROSION AND SEDIMENT CONTROL MEASURES All vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specification of the Virginia Erosion and Sediment Control Handbook. A. STRUCTURAL PRACTICES 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE - 1.01 A temporary gravel contruction entrance is to be installed on Lenior Drive as shown on the map. 2. SILT FENCES - 1.06 Silt fences shall be placed, as needed, at the two locations shown on the map. • • Land Surveys, Inc. EROSION AND SEDIMENT CONTROL PLAN NARRATI June 22, 1990 Page 3 3. STORMWATER CONVEYANCE CHANNEL - 1.35 The grass -lined stormwater conveyance channel is proposed to direct runoff thru the existing drainage easement area. The location, demensions and specific details are shown on the accompanying map. This channel has been designed to carry runoff from a ten year storm. B. VEGETATIVE PRACTICES 1. TEMPORARY SEEDING - 1.65 All disturbed areas are to be seeded with fast germinationg temporary vegetation within fifteen days if they are to remain unprotected by permanent stablization for more than sixty days. 2. PERMANENT SEEDING - 1.66 Upon completion of the fine grading, all disturbed areas shall be seeded with permanent vegetation. This seeding shall be according to the recommended mixture, rates and dates as specified in the Virginia Erosion and Sediment Control Handbook. C. MANAGEMENT STRATEGIES 1. Construction shall be sequenced so that grading operations can be concluded as quickly as possible. 2. Temporary seeding, if required, shall follow within the requisite period after grading. 3. Area to remain undisturbed shall be marked by flagging. 4. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. VII. PERMANENT STABILIZATION All disturbed areas will be stabilized by seeding with permanent vegetation immediately upon completion of the fine grading. All seeded areas shall be protected during establishment with straw mulch. Land Surveys, Inc. EROSION AND SEDIMENT CONTROL PLAN NARRATIVE June 22, 1990 Page 4 VIII. STORMWATER MANAGEMENT After development the stormwater runoff will increase by 1.6 Q from a two year storm and by 2.0 Q from a ten year storm. The stormwater runoff will leave the site on the south through the existing twin culverts crossing Lenior Drive. Runoff from the building and parking area is routed to the existing ditch to the southeast and the proposed stormwater conveyance channel to the southwest. No other channel improvements or stormwater detention is proposed. IX. MAINTENANCE The job superintendent will have all erosion and sediment control measures checked weekly and after each significant rainfall. The silt fences will be checked regularly for undermining and deterioration. All temporary and permanent seeded areas will be checked regularly. Damaged areas will be repaired, fertilized, re -seeded and mulched as needed. X. RUNOFF CALCULATIONS The stormwater runoff was determined by using the rational formula with the following factors. I = 3.5 (two year storm), I = 4.8 (ten year storm) 16 min. T.O.C.; C = 0.35 existing grass areas; C = 0.90 for roof and paved areas. Grass areas (1.77 acres) have 2.2 Q (two year storm) and 2.9 Q (ten year storm). Roof and paved areas (0.79 acres) have 2.5 Q (two year storm) and 3.4 Q (ten year storm). This total area (2.56 acres) as grass, would have 3.1 Q (two year storm) and 4.3 Q (ten year storm). ,oExLTH qe ! � ��LYvtit . WAYNE E. NISKANEN CERTIFICATE No. 000971 B _� LAND g_ • LAND DISTURBING PERMIT ISSUED TO: H 9 W ConstJucti.on, Inc. who has met all requirements of the Frederick County Erosion and Sedimentation Control Ordinance as certified by the Frederick County Department of Planning and Development. This agreement, made this 19 90 , by and between AGREEMENT 14,th day of H 9 W ConstAucti.on, Inc. Aug u/s-t 0 party(s) of the first part, and the County of Frederick, Virginia, party of the second part. Whereas, in consideration of the approval by the party of the second part of this Virginia land disturbance plan and permit for Ha,uv U Paad SeAvice_, Inc. S.P. #045-90 and the party of the second part requiring the following work to be completed during the land disturbance construction and before final occupancy, the party(s) of the first part or his heirs/ assigns agree to do the following work: 1. Provide for the adequate control of erosion and sedimentation by temporary and permanent control practices and measures which will be implemented during all phases of clearing, grading and construction and to provide for conformity with the Virginia Erosion and Sediment Control Law, Title 21, Chapter 1, Article 6.1 of the Code of Virginia and local code laws. 2. To provide Erosion and Sediment Control as per the Erosion and Sedimentation Control Plan. - 2 - 0 The party(s) of the first part does further agree that an agent of Frederick County shall be permitted entry to the site of the land disturbing activity to inspect the control measures shown in the approved plan. In testimony whereof, the party of the first part has hereunto caused its corporate names and seals to be hereunto affixed, for and in its behalf, by Tufty Bi,,6h.op and caused this agreement to be acknowledged and delivered for and in its behalf. H 9 W Cow6t�Luc ion, Inc. Corporation y, BY: �✓i� �' In testimony whereof, the party of the second part has hereunto caused its body corporate names and seal to be hereunto affixed, for and in its behalf by Evan A. Wyatt, Ptanneh. II County of Frederick, Virginia BY: Freder ck Cou y epartment of Pla ing & evelopment NOTE: Issuance of this permit does not constitute approval of a site plan. This permit is for land disturbance only. • - 3 - 0 STATE OF VIRGINIA COPNT"F FREDERICK 1 ' I, a Notary Public in and for the State and County aforesaid, do hereby certify that this day personally appeared before me in my said County, of the Frederick County R4artment of Planning and Development, who names are signed to the foregoing agreement dated 14 1 - lq?y did appear before me and acknowled ed Given under my hand this 19�ju , My Commission expires on the same.: -- / j ay of Notar Public personally 4 0 'of Kirby; Design -Builders Construction Managers auo-w ss*c+c - 04 S- 9U Kirby-2 <Uaf[F-y Juildiny 1�_SyitF_m_t August 3, 1990 Mr. Evan Wyatt Frederick County Planning Department 9 Court Square Winchester, VA 22601 Dear Evan, Please find attached the application for site plan for Harwill Foodservice Equipment Company project as per our discussion yesterday. I personally met with your engineer at Fairfax and he is taking a look at the proposed site plan the first of the week. Thanks for your help. If the application is lacking information or you have any question, please call. Sincerely, Terry Bishop Post Office Plaza Suite 5 - 316 Warren Ave. Front Royal, Virginia 22630 (703) 636-4386 COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION R O BOX 278 EDINBURG,22824 RAY D. PETHTEL ( 703 ) 984-4133 WILLIAM H. BUSHMAN COMMISSIONER RESIDENT ENGINEER July 31, 1990 Mr. Kurt Penington Ref: Proposed Commercial Entrance C/O Land Surveys, Inc. Valley Building Systems 211 South Royal Avenue Stonewall Industrial Park Front Royal, Virginia 22630 Route F-732 Frederick County Dear Mr. Penington: As requested we have reviewed the above referenced site plan dated June, 1990. Our recommendations may be found on the attached plans marked in red and as follows: 1. The proposed entrance design is to be upgraded to a minimum 50' in width with 25' standard CG-6 curb and gutter radii. Also, 12' offsets from the edge of the Route F-732 pavement to the face of the curb with standard 36' tapers will be required. 2. To conform better with the existing drainage swale a 42"x29" C.M.P.A. will be required in lieu of the proposed 36" C.M.P. The culvert should be lengthened as necessary to accomllodate the wider entrance and standard ES-3 end sections added. 3. A half typical section of the proposed entrance which details a pavement design of 8" C.R. Type 21-B base stone, 3" Type BM-3 asphalt concrete and 2" Type SM-2A asphalt concrete is to be incorporated into the plan. 4. A profile of the proposed water and sewer connections on the Route F-732 right-of-way which details a minimum of depth of 36" is to be incorporated into the plans. 5. Existing sight distances, references and speed limit are to be added to the plans as noted. 6. The enclosed specifications are to be incorporated into the plans. Please revise and resubmit four (4) copies for final approval. Should any changes be deemed necessary please design them to meet or exceed the above recommendations. Should you have any questions concerning the above, do not hesitate to call. Sincerely, W. H. Bushman Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC / rf Enclosures xc: Mr. R. L. Moore, Mr. J. B. Diamond, Mr. F. E. Wymer, Mr. R. W. Watkins TRANSPORTATION FOR THE 21 ST CENTURY COMMONWEALTH ®f VIRCj INT.AI DEPARTMENT OF TRANSPORTATION R O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-4133 August 16, 1990 Mr. Terry Bishop C/O Valley Building Systems Suite 5-316 Warren Avenue Front Royal, VA 22630 Dear Mr. Bishop: SP 4-- 645-10 WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Proposed Commercial Entrance Valley Building Systems Stonewall Industrial Park Route F-732 Frederick County This is to acknowledge receipt of the above referenced project's revised site plans dated August 2, 1990. The resubmitted plans appear to be satisfactory and are therefore approved. Please be advised before any work is performed on the State's right-of-way the appropriate land use permits must be applied for and issued to cover said work. These permits are issued by this office and require an inspection fee and surety bond coverage. Should you have any questions concerning the above or if I can be of further assistance, please do not hesitate to call. Sincerely, William H. Bushman Transp. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC / rf Attachment xc: Mr. R. L. Moore Mr. J. B. Diamond Mr. F. E. Wymer Mr. R. W. Watkins Mr. John Whitacre Mr. Kurt Penington TRANSPORTATION FOR THE 21 ST CENTURY r COUNTY of FREDERICK Department of Planning and De%elopment 703 665-5650 REQUEST FOR SITE PLAN COMMENTS FAX ,01 667-0370 Virginia Department of Transportation ATTN: William H. Bushman, Resident Engineer P.O. Bog 278, Edinburg, Virginia 22824-0278 (703) 984-4133 The local office of the Transportation Departme is r�C.�af<ed 1550 Commerce Street, if you prefer to hand deli �llt.is - revie� form. JUN 25 1990 'Y Applicant's name, address and phone number: r-;0NZL �RBC LKSH ❑ KDC ❑ R_r ., ,. .. .. nrr)PIWSTO: -� Front Royal, VA 22630-- (703) 636-9364 Name of development and/or description of the request: Harwill Foodservice Equipment Co. Wholesale Foodservice Equipment --(sales and repairs) _ Location: Corner of McGhee & Lenoir Drives at Stonewall Industrial Park in Frederick County, VA Transportation Department Comments: See attached letter from W. H. Bushman to Mr. Terry Bishop dated 08/16/90. VDOT Signature and Date: _ , . 1. X, - (NOTICE TO VDOT - PLEASE RETURN THIS FORM TO THE APPLICANT.} NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in o0er_to assist the agency with their review. Also, please attach 11iE RE� copies of your plans and/or application form. _i 9 CoUrt Square - P.O. Box 601 - Winchestcr, Virginia - 22601 COUNTY of FREDERICK Department of Planning and De%elopment 703 665-5650 F.\X 70.1 667-0370 REQUEST FOR SITE PLAN COMMENTS Frederick County Sanitation Authority ATTN: Wellington Jones, Engineer/Director P.O. Box 618, Winchester, Virginia 22601 (703) 665-5690 The Frederick County Sanitation Authority is located on the second floor of the Old Frederick County Courthouse in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Valley Building Systems % Land Surveys 211 S. Royal Ave_ Name of development and/or description of the request: Location: Corner of McGhee & Lenoir Drives at Stonewall TndLGtrial Park in Frederick County, VA Sanitation Authority Comments: CDF�RFCT QT /% - P /T in 5 -- Sanit. Signature & Date:{4,o2 ; (NOTICE TO SANITATION -, EASE RETURN THIS FORM 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. 9 Court Square - P.O. Box 601 Winchester, Virginia - 22601 .FCSA t + COUNTY of FREDERICK artment of Planning and Development -�) 703 i 665-565$ 1 t! VjFAX 703!667-0370 REQUEST FOR SITE PLAN COMMENTS Frederick County Sanitation Authority ATTN: Wellington Jones, Engineer/Director P.O. Box 618, Winchester, Virginia 22601 (703) 665-5690 The Frederick County Sanitation Authority is located on the second floor of the Old Frederick County Courthouse in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: 316 Warren Ave. #5 Front Royal, VA 22630 (703) 636-4386 Name of development and/or description of the request: Wholesale foodservice eauipment--(sales & repairs) Location: Corner of Lenoir & McGhee Drives Sanitation Authority Comments: - S,ENn �F / �L GF G !i!/f Pam► /�/T BY L(/EOS ,Qy L' /S_ 9 a Sanit. Signature & Date: (NOTICE TO SANITATION y iw, v , iv �wtivv� E RETURN THIS FORM 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. 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 10 r`REDERICK COUNTY SANITA ON AUTHORITY PHONE 665-59 APPLICATION NUMBER APPLICATION PERMIT FO``R\\WATER/SEWER SERVICE - - Name: oik` C_ r� Subdivision: Address: } 1 G �J3 L`�`�C Section: Lot Number: Type of Service: `� Permanent Temporary Residential t/C`ommercial Industrial Monthly Water Demand Connection Deposit Amount Temporary Fee Paid Due Meter (see back) Water - $ O _ $ $ No. Sewer - $ �-i C'' $ $ TOTAL - $ $ $ $60.00 Deposit paid DATE PAID V I agree that 1) payment of the amount due at the rate in effect at the time of connection- 2) propper connection to the Authority s facilities per the drawing shown below; and 3) use of the ut ority s water andlor sewer service must be made within 180 calendar days from this application's date of approval. If these three requirements are not met within the time frame noted, my right to connect to the Authority's facilities may be forfeited without refund. Dual action valves will be installed at the water meter on all new connections. These valves will not allow increased water pressure in the applicant's lines to be relieved through our water mains. A hot water tank will cause this increase in water pressure. High pressure may be experienced in the building's plumbing, causing the hot water tank's relief valve to open, possibly several times each dayy. Excessively high pressure caused by the expansion of water in the water tank can be eliminated by the use of 1) an expansion tank; 2) an on-line pressure relief valve set at 80 psi, or 3) a toilet tank fill valve such as a "Governor " manufactured by Watts. It is the applicant's responsibility to provide for the release of this line pressure. Date: S - t (D ' `1(D Approved: Date 8- R "' - 4c) METER COVER SET 2" ABOVE CFIN. GRADE PRIOR TO SODDING 18"-21' METER+BY F.C.S.A. METER BOX 30" DEEP _ ANGLE CHFCK VALVF 36" MIN. '•, WITH DRAIN VALVE 8" MIN r.. NGLE YOKE VALVE TYPE "K" CG?I'ER TURING CONTINUOUS WITHOUT JOINTS FROM MAIN TO METER Signature W. H. Jones, .E., Engineer Director The meter box and yoke serving your lot has been, or will be installed as shown at left. It is your responsibilityy to insure that any resetting of the meter box and oke due to your construction complies to the standard setting shown. The Authority will not set a meter unless the meter settine and—Fo_x_ conforms to the standard setting. PLEASE NOTIFY THE AUTHORITY FOUR DAYS PRIOR TO THE DATE YOU NEED THE METER TO BE SET. �6�PVC �. WATER LATERA �. -FIRE HYDRANT A EMBLY --w - ��. 6" G.V. & 8 X MH. 14 +00 TOP= 713.75 IN*' = 707. END OF G " PVC ,9TER LINE 20' FROM RE HY0f0A1VT- VALVE EE PROPOSED WATER MAIN 12" 52' OF B" PVC SEWER LINE FOR FUTURE STUB \ UUT OF MN. 14 +Op ' MH 14+00 1 MN. rI*3o FUTURE EXTENSION + • TOP= 709. 65 \ I NV. = 704.57 77 OF 12" PVC SEWER LINE FOR FUTURE STUB 4'� r 8 '\ OUT OF MN 7+90 Noo J Z MK 7+90 \ 1-12" MJ 90" OEND CAME OUT OF EX. 12 VALVE TOP=70 -3z MH 7+90 W/ 2 MJ BENDS I/VV.=701.13 1- 12"x 6" TAPPING TOP = 711. 5 f 12" 1� INV. = 700.07 - ;\ 1, 2-Ex. GATE YALVE S 51' ilk 48 O F g PVC SEWER J 12" IN PAVEMENT' I- B �1��1�' L 1NE FOR FUTURE STUB GA E \ 19 S� OUT OF MH. 4 +00 W/ BOX \ �/ MH 4+00 = MH 0400 —LAT. A-1 \ END EXISTING PROP. 8"SAN. SEWER EX. ATER MAIN 8" WATER MAIN 2" MH 1+71 12"� A- i LA �� i� T. , s A T EX. MH G-6A 30� \\ 15 EASEMENT \� {, \ 1 1 �(f i2sG�6 5 MH 5 t 71 5f�ar LAT. A— I ��G PARCEL 811 1 f I0.000 AC R �,s �10, � f CG-6 r F 4" 1 2'R d A d I A ' A I„ A a • • d .A. ; • A • • :q. . d . • • • . ' ' The bottom of the curb and gutter may be constructed parallel to the slope of sub- surface courses provided a _6• 2-Qu minimum depth of 7" is maintained. This area may be concrete at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rurol highways and 45 MPH of less in developed urban & suburban areas. Note: Comb curb R gutter hoving a radius of 300'or less (okxig face of curb) sholl be paid for as radial combination curb gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000PS1 if precast. SpEENCEN REFERENCE COMBINATION 6" CURB & GUTTER 10504 VIRGIMA DEPARTMENT 502 01 TRANSPORTATION 201.03 �w Tot Plate r— Span Connector Section For All Sizes 2 `" ___L "r,P—I-- —W I PLAN ELEVATION SR�EFERIENCEON FLARED 302 Reinforced Edge 20°Approx. ,4 y —�- Where Flared End -Sections ore to be used with bituminous coated and paved metal pipe, they are to be galvanized only. * Indicates pipe arches for which dimensions for either corrugation may be used within fill height limitations. H 1 ALTERNATE CONNECTION Tnreaded bi+ Side Lug Rod Notes: Toe plate to be punched to match holes in skirt lip. 3/8' galy. bolts to be furnished. Length of toe plate is W + 10' with Rise of 13' to 29" incl. and W + 18" min. with Rise of 33" to 47" incl. Skirt Section with Rise of 13" to 24" incl. to be made in one piece. Skirt Section with Rise of 29' to 38" incl. may be made from two sheets joined by riveting or bolting on center line. Skirt Section with Rise of 43' to 47' incl. may be made from three sheets joined by riveting or bolting of equal distances from center line. Connector Section, Corner Plate and Toe Plate to be some sheet thickness as Skirt and each to be galvanized. III II1�11 '. AL St'd. Coupling Band 2 � prOx. TYPICAL CROSS-SECTION PIPE -ARCH DIMENSIONS DIMENSIONS 3"xfond5"xI"Corr 2S x 2 Corr PAN RISE SHEET THICK NESS SPAN RISE SHE Hi S I"To1 Max. 1"Tol., L Lol IN 2 Tol EEL UM — — — 17 13 .064 .060 9- 6' 1 19' 30- — — — 21 " 15' .064' .060 5 ' 10 - 6' 1 23- 36' — 24' 18' .064 .060 6#' Ili" 6' 28' 42' — 28' 20 .064" .060 7' 14' 6' 31 '' 48' — — — 35" 24' .064' .075 8 ' 16' 16' ' 60-i 40" 31" 079 42' 29 064" IOS 10 ' IT 7 47 75 46" 36" 079" 49" 33" .109- 105 12 20-1 9 ' 541 85" 53" 41" 079" 57' 36" 109"1 .105 14' 22'1 1 " 63 96' 60" 46" 079" 64' 43' 109" .105 IM 23.1 10 70 112" 66" 51" .079" 71" 47" .138" , .135 24 1 12"' T7'1 128 i END -SECTION FOR METAL PIPE -ARCHES 11 13 -47 RISE ES-3 8" Toe Plate it z�CcCOG on� C. COUNTY of FREDERICK Department ol• Plannin,- and Development �� --- 703 665-5651 REQUEST FOR SITE PLAN COMMENTS FAX 703 667-037C Frederick County Inspections'Department P.O. Box 601, Winchester, Virginia 22601 (703) 665-5651 The Frederick County Inspections Department is located at 9 Court Square in Winchester, if you prefer to hand deliver this review form. Applic i s name, address and phone number: Name of development and/or description of the request: Location: Inspections Department Comments: CL "h��,� f �� ds� �, c�„ > g- t� ri t � s� N �� 1 �i ram.., i* -c� Zi'-pc,` . t= tom! ,� qP 7 Inspect. Signature & Date: (NOTICE TO INSPECTIONS - F E RETURN THIS FORM APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in Qrder to assist ''.he agency with their review. Also, please attacha copy of your plans and/or application form. 9 Court Square - P.O. Box 601 - iVinchester, Virginia - 22601 RECEIVED JUN 2 5 1990 COUNTY of FREDERICK Department of Planning and Development REQUEST FOR SITE PLAN COMMENTS 703/665-5651 FAX 703; 667-0370 Frederick County Fire Marshal P.O. Box 601, Winchester, Virginia 22601 (703) 665-6350 The Frederick County Fire Marshal is located at. 21 Court Square in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and prone number: .. -KINM - Name of development and/or description of the request: V HA rm i 1 1 Fnnr1 r-Pry i r.P F.ntj i pmPn t Cr)- Fire Marshal Signature & Date � �«>-� (NOTICE TO FIRE MARSHAL _ PLEA E RETURN THIS FORM'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 lt�vo copies of your plans and/or application form. 9 Court Square - P.O. Box 601 Winchester, Virginia - 22601 LW WNT'Y FREDERICK, VIRGIN11 FIRE MARSHAL'S OFFICE:. LAND DEVELOPMENT COMMENTS Control No. 062590153 Date Reccived 062590 Date Reviewed 07059() . ............ . ...... ... Name Valley Building System . . . ....... c/o Kurt Penningtou, 211 S. Royal Ave. ..... -------- ....... ... ......... . . . .... ...... ........... - .... ...... . . . .. . . ... . .... ..................................... . .... ...... . .. .. . . ........... Front Royal, Virginia 22630 . . . . ..... ......... -- . ....... . . . ... Project Name Harwili Foodservice Equipment Co. 703-636-9364 T-ra Qf Application site Plan Current Zoning ,it sue lire Go. 1 ist Due Rescue Co. 1 f.3 ....... ....... .... . Election District stonewall ........ . ....... RECOMMENDATIONS Automatic Sprinkler System x Residential Sprinkler S1 nutomphi7 Fire A10-m System x Other Emergann- nqnals; Adequa'(� inacequate x Not Identified Fire Lanes ReL. Yes x live Lane in froqt of building must be 18' wide with —.1 ... .............. . ......... . ............ . ------ I .. . ... . . ...... ....... ---------------------- .......... . 10, awav from building. .......... No x . ...... ..... -- t 1 .., e, *,, t, 1L to ci n at o cn f,,*i e -S I e x. i -s 41- i I., c.: r a n t -.-.i w v ............. u 1. d nig S., 0 -e-C-1, iv� i:7;-o-..J'c.--,i .-L i.:: C—D U.; ...... ... . ........ ... . ... ...... .. . .............. ............ ... ..... .... ... .... .... ---- — — -- — --------------- ---------------- it --q,C.-!'l -a I c e ....... . . ....... . ... . ........ . .................................. ..... ..... .. . ......... ........... . . ....... ............. . ........ ..... ..... .. . ........ . . . ......... .. ........... ................. ................ ..... . . ..... ........ .......... .. ... ...................... . .................... ................ ... ........ .. . .......... 1--'r. •c. v c- c. e d t.J. A. ','I -Q C -C Vl *:3 . . . ................. ........... . .. .... ......................... ........... . ....... -r e .... . ........... . . ................. .. . . ......... ... . ......... . .... r I i., S e 1, --a-., L. V 1-14 -a, --3 c. + . .. ....... ........ ...... ... ....... 11, .......... . . .. . . ........ ... . .... L7fy-. P f] C) V a5 1, . . . . . ....... . . . ..... . ..... .............. ....... ... .... . .... . a c t. 1 v.1 h ai.1. Sr 04,S-qo COUNTY of FREDERICK Division of Emergency Services Homer H. Sanders Emergency Services Coordinator 703/665-5618 FAX: 703 / 667-0370 M E M O R A N D U M TO: Evan Wyatt, Planner II FROM: Douglas A. Kiracofe, Fire Marsha 60 SUBJECT: Harwill Food Service Site Plan DATE: July 23, 1990 Douglas A. Kiracofe Fire Marshall 703/665-6350 FAX: 703/667-0370 I met this date with Mr. Alan Knotts, owner of Harwill Food Service, to discuss fire hydrant coverage around their proposed building in Stonewall Industrial Park. In addition to the existing hydrants shown, there are three other hydrants (existing) around this site. The nearest hydrant is directly across Lenoir Drive from the proposed site and within the 300' requirement. However, this hydrant is poorly placed and inaccessible for fire department use during wet weather. The proposed building will not have a sprinkler system and the commodity handled is considered low hazard. In lieu of these facts, the owner is going to re -submit plans showing all four hydrants with the distances shown between hydrants and building. This plan will be approved with existing hydrants when received. If there are any further questions, please don't hesitate to call me. Thank you. DAK:jla cc: Alan Knotts Kurt Pennington File JUL 2 ? 21 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 0 OF • 0 August 16, 1990 Mr. Evan Wyatt, Planner Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchestor, VA 22601 Re: Stonewall Industrial Park, Parcel 4 Lenior City Company ENGINEERS 17555.104 ARCHITECTS Dear Evan, SCIENTISTS We have received the first revisions to the above refer- enced site plan in response to our preliminary verbal comments with the Owner's Representative and Designer. We have reviewed the revised site plan and offer the following comments: GENERAL 1. The plans need to be signed and sealed by either a registered engineer or a registered 3B surveyor. EROSION AND SEDIMENTATION CONTROL 1. In order to reduce the flow velocity during construc- tion, two check dams are recommended in the conveyance channel south of the site, and the swale/ditch to the north of the site. These should be located just up stream of the culvert entrances. 2. As previously stated, inlet protection is recommended at the entrance of the 42" X 29" CMP and the 42" X 27" CMP twin culverts to avoid silting up drainage piping. A combination of methods shown on plats 1.08d and 1.08e of the E & S control handbook would appear to be acceptable for this application. 3. The 42" X 29" CMP culvert may need rip -rap stones at the discharge. The velocities from the discharge of the pipe appears to be unrealistic. I estimate more like 6 > feet per second than 4 ft/sec. This needs to be ver- ified and the Designer will need to indicate how this was established. 4. It is still my opinion that the increase runoff per- centage is great enough to require on site stormwater management as required by County Ordinance. If this site is not covered by another regional or area wide facility, an on -site facility needs to be provided. ■ 11240 Waples Mill X)ad `Z Fairfar, Virginia 22030 703. 3&5. 3566 Telefav 703.385.8319 • • Once again, if all erosion control measures have been satisfied, early grading can be granted. Stormwater Management needs to be satisfied before I can recommend final approval. If you have any questions please call. Sincerely, I:"(;I%I I -:RS A RCH IF E c.I.S ;aul E & ASSOCIATES, INC S( II-NII,,Is A. Bernard, P.E. Project Manager PAB/j la cc: Kirk Pennington - Land Surveyors, Inc file: R/F/AB9 51). August 10, 1990 Mr. Evan Wyatt, Planner Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchester, VA 22601 Rr' Re: Stonewall Industrial Park - Parcel 4 �C)4 s-q o Lenoir City Company 17555.104 ENGINEERS ARCHITECTS Dear Evan: SCIENTISTS We have reviewed the above -referenced site plan as submitted and have the following comments: ACCESS ISSUES: We have no comments on the access issues. Although the design engineer did not provide the projected traffic to be generated by this development, we do estimate an approximate daily traffic of 84 VPD and an average peak hour volume of 14 VPH. The volume of traffic generated will not create any significant negative impact on the existing Lenoir Drive. DRAINAGE: 1. A drainage divide map corresponding with the stormwater runoff analysis needs to be provided. 2. The time of concentration used for the design needs to be specified. 3. A detailed computation of the drainage for the storm channel/ditch on the side of the lot and culvert underneath the proposed entrance needs to be provided. 4. The new Frederick County Zoning Ordinance requires storm drainage be designed to convey a storm with a 10-year frequency. 5. Unless stormwater management is provided elsewhere in the Industrial Park to cover this site, it needs to be provided for with this plan. If it is provided elsewhere, the designer needs the details for verification. EROSION AND SEDIMENTATION CONTROL: 1. A temporary construction entrance to the site is required. 2. A complete E&S narrative describing construction phasing, soil stability, maintenance, final removal of measures and final stabilization will have to be included with this plan. (Ref. the E&S Handbook). ■ 11240 Waples Mill Ruud Frtirfi r, Virginia 220.30 703.385.3566 Tele iu 703. 385.8319 3. The silt fence provided at the southeast corner of the property will not provide adequate protection for the concentrated runoff flows. I recommend silt traps and/or inlet protection for the discharge culverts instead of silt fencing. 4. Inlet protection is recommended at the entrance of the two 42" x 27" CMP culverts and at the entrance of the culvert under the proposed entrance to the site. These issues need to be addressed before I can recommend approval ENGINEERS of this site plan. ARCHITECTS Once erosion control measures have been established with the SCIENTISTS appropriate E&S plan and narrative, an early grading permit can be issued. If you have any questions please let me know. Sincerel D OHUE & SSOCIATES, INC Paul A. Bernard, PE Project Manager PAB:mb cc: Kirk Pennington - Land Surveys, Inc. ENGINEERS ARCHITECTS SCIENTISTS 11240 Waples Mill Road Suite 100 Fairfax, Virginia 22030 703.385.3566 Evan Wyatt, Planner Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchester, VA 22601 Your Authorization: Signed Agreement Parcel 4 - Stonewall Industrial Park Lenoir City Co. Site Plan 0 Date: Aug. 10, 1990 Please Reference: Project No. 17555.104 Invoice No. 9006523 Client No. 07534 Principal .5 hrs @ 48.00 24.00 Project Manager 2.5 hrs @ 33.25 83.13 Engineer 6.5 hrs @ 19.90 129 35 Admin Assist .5 hrs @ 14.50 7.25 Total Direct Total Indirect TOTAL DUE THIS INVOICE 243.73 365.60 $609.33 0 11240 Waples Mill Road ENGINEERS Suite 100 ARCHITECTS Fairfax, Virginia 22030 SCIENTISTS 703.385.3566 Evan Wyatt, Planner Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchester, VA 22601 Your Authorization: Signed Agreement Parcel 4 - Stonewall Industrial Park Lenoir City Co. Site Plan L� Date: Aug. 10, 1990 Please Reference: Project No. 17555.104 Invoice No. 9006523 Client No. 07534 Principal .5 hrs @ 48.00 24.00 Project Manager 2.5 hrs @ 33.25 83.13 Engineer 6.5 hrs @ 19.90 129 35 Admin Assist .5 hrs @ 14.50 7.25 Total Direct 243.73 Total Indirect 365.60 TOTAL DUE THIS INVOICE $609.33 Copy To: Division 40 '90 11:27 DONOHUE FAIRFAX 11246 Wapl MMIII Ro a • 9d0414CCkS Suite 100 AKCit{T CC't$ Fairfax, Virginia 22030 703.3".3566 ��inrr•t�yia Evan WyaLL•, ]1Ianner Frederick County klanning DRparrAonr 9 court Square, P.O. Box 601 Winaheetar, VA 22601 Yuur Authorization; Signed Agreement ParGol 4 - Stonewall Industri$1 Park Lenoir City Co. site Plan Date! Aug. 10. 1990 Piem Reference. Protect No. 17555.104 lovoice No. 9006523 Client No. 07534 Principal .5 hrs @ 48.00 24.00 Project Manayev 2.5 hrs @ 33.25 $3,13 Engineer 6.5 hrs @ 19.90 129 35 Admin Assist .5 hrs @ 14.50 7.25 Total Dirctt 243.73 Total Indirect 365.6U TOTAL DUE THIS I'NVOICZ $609.33 mod, !►�a�gd rWL P.3/3 Date Pd, Raferonco Amount Date Pd. Reference Amount Accountant Approval Dato W i7 7i i • 11240 Waples Mill Road ENOIN 1: 1: R1 Suite 100 ARCHITECTS Fairfax, Virginia 22030 SCIENr I S r S 703.385.3566 Evan Wyatt, Planner Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchester, VA 22601 Your Authorization: Signed Agreement Stonewall Industrial Park, Parcel 14 Lenior City Company 2nd Review • Date: Aug. 16, 1990 Please Reference: Project No. 17555.104 Invoice No. 9006692 Client No. 07534 Project Manager 1.0 hrs @ 33.25 33.25 Engineer 4.0 hrs @ 19.90 79.60 Admin. Assist. .5 hrs @ 14.50 7.25 Total Direct 120.10 Total Indirect 180.15 TOTAL DUE THIS INVOICE $300.25 Pi 01 k k' F111 a w c, 9123)(110 RJIA-- CG-6 4" 2"R ! .A �.. is .y y. A A A• . m / i• . • •' •i.: • .. :A.:. ' ' A A' ''A • ' The bottom of the curb and gutter may be slopeconstructed slope parallel to the of sub- 2'-0" surface courses provided a minimum depth of 7" is maintained. This area may be concrete at the option of the contractor This curb is to be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban 8 suburban areas. Note: Comb. curb 8 gutter having a rodlus of 300' or less (along face of curb) sholl be paid for as radial combination curb 13 gutter. This item may be precast or cost in place. Concrete to be Class A3 if cost In place, 4000 PSI if precast. SPECIFICATION tl REFERENCE COMBINATION 6 CURB & GUTTER 105.04 VIRGINIA DEPARTMENT 507 of TRANSPORTATION 201.03 ALTERNATE CONNECTION Connector Section For r--- Span AN Saes 2' Galvanized g Metal X L P Reinforced Edge �JS 20'Approx. P —W I-A�l 7 PLAN Toy Plate ELEVATION Where Flared End -Sections are to be used with bituminous coated and payed metal pipe, they are to be galvanized only. r Indicates pipe arches for which dimensions for either corrugation may be used within fill height limitations. H 1 0 - - __ -- Sidi Lug Throoded RooON— No tee: Toe plate to be punched to match holes in skirt lip. 3/8' galy bolts to be furnished. Length of toe plate is W + 10' with Rise of 13' to 29' incl. and W + 18' min. with Rise of 33" to 47' incl. Skirt Section with Rise of 13" to 24" incl, to be made in one piece Skirt Section with Rise of 29" to 38' incl. may be made from two sheets pined by riveting or bolting on center line. Skirt Section with Rise of 43' to 47"incl• may be mode from three sheets toured by riveting or bolting at equal distances from center line Connector Section, Corner Plate and Toe Plate to be some sheet thickness as Skirt and eoch lobe galvanized. St'd 0 PIPE -ARCH DIMENSIONS DIMENSIONS 3 "x I "and 5"x I" Corr. 2j x j Corr SPAN RISE SHEET THICK NESS SPAN I r RISE 13 SHEET THICKNES rTol Max. rTo1. L Tot 2�Td _FEE .064 .060 9' 6' 19- 30- _ — — 21 IS 064' 060 5 10' 6- 23' M. 24 19 .064 .060 II 8' 28 42' _ 28 20 .064' .060 7' 14 6 31 48 _ — — 35 1 24' 1 .064" .075 1 8 16' 1 6 60 40' 51" .079 42 29 064" .IDS 10 IT T 47 73 46" 36' 079" 49" 33 .109" .IDS 12 20' 9 54 83' 53' 41" 079' 57' 38' .109' .103 14' 22' 63 96 60" 46 079 64 43 109' IDS 15r 23- 10 701 112 66 SI 079- 71 47 1 .138" .133 117 24 12 1 77 128 Toe Plate SPECIFICATION FLARED REFERENCE 302 END -SECTION FOR METAL 1311-4711 RISE VIRGINIA DEPARTMENT OF TRANSPORTATION PIPE -ARCHES 5HE.ET Z 0 F Z 102.03