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065-98 Crider & Shockey, Inc of West Virginia - Fort Collier Industrial Park - Stonewall - Backfile (2)
CASH • RECEIPT '' ' ''��' • ' • Received From I wall 1jF.AMMw%-m=M 1 � • r ` � >!1 � �f �. .ILL +� 1f�.1,1� .. ; ,� 1_ l�. �) �d• �,• • • • ACCOUNT HOW PAID • 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) 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) County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District Ja-ai. Q6 8 qq I/ �.a..s. �itiV t �- COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 March 30, 1999 Mr. E. R. Neff, Jr. C/O E. R. Neff Excavating, Inc. P. O. Box 1027 Stephens City, VA 22655 Dear Mr. Neff: JERRY A. COPP RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 Ref: Crider & Shockey Route 1320 Frederick County Enclosed is your approved Land Use Permit #855-04828 to cover the construction and maintenance of two commercial entrances at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 1320 right-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 Manual. For your information the account receivable number for this project is 00051714. Any inspection costs we incur will be billed to you monthly. Please give Mr. Dave Heironimus 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. Since - � n v Curtis J. Roy Hwy. Permits & Subd. Specialist Sr CJ R/rf Enclosure xc: Mr. K. B. Downs (w/ copy of permit) Mr. Dave Heironimus Mr. Bob Hawkins Mr. Kris Tierney RECEIVED APR 0 2 1999 DEPT, OF PLANNING/DEVELOPMENT WE KEEP VIRGINIA MOVING • 0 FILE COPY -- COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 FAX: 540/ 678-0682 March 4, 1999 Mr. Gary Oates Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Approval of Crider & Shockey, Inc. Site Development Plan #065-98 P.I.N.: 54-A-360 Dear Gary. The Frederick County Planning Department administratively approved the above referenced site plan, #065-98, on February 9, 1999. This site plan, for the construction of an 80,000-square-foot manufacturing facility, meets all County requirements for development within the M 1 (Light Industrial) Zoning District. The site plan also calls for the provision of 67 parking spaces, parking lot landscaping, and landscaped screening of the rear of the facility. I previously provided you with two copies of the approved site plan. Please ensure that the owner keeps an approved copy for their files and maintains an approved copy on the construction site. Once the site development has been completed, the owner should contact this office to schedule a final site inspection. Please contact me if you have any questions regarding this letter. Sincerely, - Michael T. Ruddy / Planner ❑ MTR/cc cc: Charles W. Orndoff, Sr., Stonewall District Supervisor Joe Wilder, Public Works Jane Anderson, Real Estate Garland Miller, EDC Fred Ash, Crider Shockey, Inc. U kMike�Ccn=on\SREPLAMC&tKb mpp qff 107 North Kent Street • Winchester, Virginia 22601.5000 • E 0 N N O O O 0 O 0 IVRRISON d JOHNSTON ATTORNEYS AT LAW WINCHESTER, MGIMIA DK92(:)�'D1118 THIS DEED made and dated this %:� " day of AL411 1998, by FORT COLLIER GROUP, L. C., a Virginia limited liability company, hereinafter Grantor; to CRIDER & SHOCKEY INC OF WEST VIRGINIA, a West Virginia corporation authorized to do business in Virginia, hereinafter Grantee, WITNESSETH: That for and in consideration of the sum of Ten Dollars ($10.00) cash in hand paid, and other good and valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby grant, sell and convey, with general warranty of title and English covenants, unto the Grantee, the following real estate, together with all improvements and appurtenances thereto belonging but subject to all easements and legally enforceable restrictions and reservations of record affecting such realty: All of that certain lot or parcel of land, in Stonewall Magisterial District, Frederick County, Virginia, known as Lot 30 - Fort Collier Industrial Park, and further described on that certain plat and survey of Mark D. Smith, Land Surveyor, dated October 12, 1998, attached hereto and incorporated herein, as follows: The said land fronts the southeastern boundary of West Brooke Road (Route 1320) about 783 feet southwest of the intersection of said road with Park Center Drive within the development now known as Fort.Collier Industrial Park in Stonewall District, Frederick County, Virginia and is bounded as follows: Beginning at a 1/211 iron rebar set in the southeastern boundary of West Brooke Road, corner to other land of Fort Collier Group, L.C. (said rebar being located S4702212311W - 783.321 of the intersection of said road boundary with the centerline of Park Center Drive); thence along a new division line S4203713711E - 569.991 to a 1/2" iron rebar set in a line of Hershey Pasta Group Winchester, Inc. (Lot 27); thence with Hershey Pasta Group Winchester, Inc. S43046!2311W - 676.521 to a 1/211 iron rebar set corner to other land of Fort Collier Group. L.C.; thence along a pew division line N4393514411W - 612.551 to 1/211 iron rebar set in the southeastern boundary of West Brook Road; thence with said road boundary N4702212311E - 685.54'to the beginning, containing 9.2369 acres; And being part of the same property conveyed to the Grantor herein by deed dated September 18, 1991,E of record in the Frederick County Circuit Court �' Df(9?_0)PGI/19 Clerk's Office in Deed Book 766y Page 73. TOGETHER WITH those certain two ingress/egress easements established for the benefit of the said Lot 30 hereby conveyed and over the adjacent lands of the Grantor, lying northeast and southwest of the same and fronting West Brooke Road, as shown on page 2 of the aforesaid plat of Mark D. Smith; and TOGETHER WITH AND SUBJECT TO that certain ten foot (101) drainage easement established for the benefit of the said Lot 30 and the remaining properties of the Grantor in Fort Collier Industrial Park, a part of which easement lies on and burdens the property hereby conveyed and a part of which lies on and burdens the -adjacent land of the Grantor lying northeast of the property hereby conveyed, all as detailed on page 2 of the plat of Mark D. Smith hereinabove described; and TOGETHER WITH AND SUBJECT TO a nonexclusive drainage easement and a stormwater detention easement for the permanent benefit of the said Lot 30 and others as described above, over this property and adjacent property of the Grantor as detailed in part on page 2 of the plat of Mark D. Smith hereinabove described, and as fully described on that certain plat and survey of H. Bruce Edens, Land Surveyor, dated June 8, 1994,, a copy of which is among the land records of Frederick County, Virginia, in Deed Book 824, beginning at page 1317, which is incorporated herein by reference, to which plat and survey reference is made for a more complete description of the easement herein conveyed and reserved. WITNESS the following signatures and seals: FORT COLLIER GROUP, L.C. 3 JOHNSTON BY: �J'Y1 �_Avl ( SEAL) Y3 AT LAW .YSES L. McILVAINE, R. , AGER ER,1 • • DI(92OPG1120 BY: (. C (SEAL) ON C Mc LVAI E, MANAGER STATE OF VIRGINIA, AT LARG� G4ty/County of The foregoing instrument was acknowledged before me this LOB day of VJ&-CG122,C&1P , 1998, by James L. McIlvaine, Jr., Manager of Fort Collier Group, L.C., a Virginia limited,...• liability company, as and fqr the act of said company. .I'j4 My commission expires Ll- 20 D L Notary Public STATE OF VIRGINIA, AT LARGE C--Iy/County of F-.4//��c� , to -wit: The forgoing instrument was acknowledged before me this �o day of ECc/�/JE2 , 1998, by Don C. McIlvaine, Manager of Fort Collier Group, L.C., a Virginia limited liability,. ,,._ , company, as and for the act of said company. �' My commission expires 21-20 -- a DO Z F Notary Public f:\files\realest\csm\ftcoll\criderwv.dee GARRISON 6 JOHNSTON IATTORNEYS AT LAW WNCHESTER, VIRGINIA • EK926PG1121 a FINAL SUBDIVISION PLAT of a portion of the land of FORT COLLIER GROUP, L.C. LOT 30 — FORT COLLIER INDUSTRIAL PARK STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA OCTOBER 12, 1998 I C; Regional ��o / dot 28 jail 51 TE f do O 1o! t ,29 STATE 81 Lo IN1ER VICINITY MAP 1" = 2000' OWNER'S CERTIFICATE THE ABOVE AND FOREGOING SUBDIVISION OF A PORTION OF THE LAND OF FORT COLLIER GROUP, L.C., AS APPEARS ON THE ACCOMPANYING PLATS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. / - � � � 4� A& COMM WEALTH OF VIRGINIA CtFY / COUNTY OF TO WIT: THE FOREGOING OWNER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS �� DAY 4F i MY COMMISSION EXPIRES NOTARY PUBLIC 20 ,zc)0)-- .;-2VRVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS SUBDIVISION IS A PORTION OF THE LAND CONVEYED TO FORT COLLIER GROUP, L.C. BY DEED DATED SEPTEMBER 18, 1991 OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT C S ICE IN DEED BOOK 766 AT PAGE 73. MARK D. SMITH, L.S. NOTE: PARENT TAX PARCEL IDENTIFICATION FORT COLLIER GROUP, L.C. 54-((A))-36A ZONE: M-1 USE: VACANT/IND. APM:. 0�ozla Ed �i B aREENWAY ENGINEERING 151 Wig HID Lae WWdbe§tM V 22602 Tdq)honc (MO) 662-4185 FAX (540) 722-9528 B-mail: mewway0wimuffink cm DARK D. SMITH No.002009 SHEET I OF 3 I ., +1m BK926PG1122 200 0 200 /-14A'P GRAPHICSCALE (W FEET) 4 WPQT BROOKS ROAD — ROUTE 1320 60' RA - D8 760 PG 1799 & DB 768 PG 1443 20'IRS 1Rs , 1 JNl. M11FGRESS EASE- MENT HEREBY ESTABLISHED TO WVU7T LOT 30. to _N , � I � � I II ESW'T No SAN P20 �8 W C"I PG _—N _ _r -- I ~'I LOT 26 I FORT COLLIER GROUP, L. C. � DB 776 PG 23J I ZONE: AI-1 USE: INDUSTRIk I I N4722 23"E - 049a 54 IRS 783.32' TO PARK CENT 20' _ POWER ESMT. —DB 763 PG 811-U MARE �GflESS ESMT. SEE DETAIL BELOW 75' B. R. L. 10' OIRA,W,IGE ESMT o�'i SEE DETAIL BEZOW lJ LOT .30 � NEW TAX LOT 54—((A))-36 70' J cj� 9.2369 ACRES m 20' SAN. SE*FR E5M7. h DB 451 PG 602 `�' ".'� 20' DRAINAGE ESA/T. ' tv DB 824 PG 1319¢�.%'�� � S43-46'2.3'W - 676.52' 15' GAS EASEMENT DB 775 PC 852 STORMWATER DUENTION EA.SEMEIVT OB 824 PG 1319 LOT 27 HERSHEY PASTA GROUP WINCHESTER, INC. DB 828 PG 1627 ZONE: M-1 USE: INDUSTRUL NO 1. IRS - 1/2- IRON MIAR SET B. R. L_ - BUILDING RESTRACTION UNE 2. NO TTTZE REPORT FURNISHED. 3. THE BOUNDARY hVORUATION SHOWN HEREON IS BASED ON A CURREMr F7EED SURREY BY THIS FIRM. 4. TW LOT SHOWN HER'EON! LIES ENTIRRY W17HIN ZONE C, AREAS OF MINIAW FLOCKING PER F.E. M.A. FLOOD 1NSURAACE RATE ANP COMML M—PANEL N0. 510063 0105 8 EFTfCTNE JULY 17, 19M EASEMENT DETAIL SCALE: 1 ' = 50' WEST BROOKE ROAD 60' R/W IRS F-- 40' LOT 30 9.2369 ACRES N I MIGRESS/EGRESS EASEMENT HEREBY ESTABLISHED TO 5~; i BENEFTT LOT 30. I I 10' DRA#44GE EASLVENT ---4 HEREBY ESTABLISHED I M BENEFIT LOT 30. 1 1t = S42-37'3r'E - 366.09'-� (INTERSECTS EX. SW ESAI7.) FINAL SUBDIVISION PLAT LOT JO FORT; CQL4,*-!FR,, , INDUSTPIA4. FARK ,.•I. .a I v►p��� rttw�'1��-f- , (�� f^ / lK�lrpw►I/a��/s1 ' T/�� 1� ck ". p 0 akAl ffik'mm I 5' OTHER LAND I OF FORT COWER GROUP, LC. I -- I I I �r ' I MARK- Dj ,SMITx ` No m' 009 ict �•�VV � IIIJ 2 Oh S.., H rk 0 09928PO123 0 'fhe accompanying plat represents a division survey of a portion of the land conveyed to Fort Collier Group, L.C. by deed dated September 18, 1991 of record in the Frederick County Circuit Court Clerk's Office in Geed Book 766 at Page 73. 1'he said land fronts the southeastern boundary of West Brooke Road (Route 1320) about 783 leet southwest of the intersection of said road with Park Center Drive within the development now known as Fort Collier Industrial Park in Stonewall District, Frederick County, Virginia and is bounded as follows: LOT 30 Beginning at a ''/z" iron rebar set in the southeastern boundary of West Brooke Road, corner to other land of Fort Collier Group, L.C. (said rebar being located S47022'23"W - 783.32' of the intersection of said road boundary with the centerline of Park Center Drive); thence along a new division line S4297'37"E - 569.99' to a !%" iron rebar set in a line of Hershey Pasta Group Winchester. Inc. (Lot 27): thence with Hershey Pasta Group Winchester, Inc. S43°46'23'W - 676.52' to a !/i" iron rebar set corner to other land of Fort Collier Croup, L.C.; thence along a new division line N43°35'44"W - 612.55" to a ''/z" iron rebar set in the southeastern boundary of West Brooke Road, thence with said road boundary N47*22'23"E - 685.54' to the beginning. Containing...... 9.2369 Acres Surveyed....... October 12, 1998 MARK D. SMITH No. 002009 0 CGUWX WL ThU instrument of Irfuna was produced o e on the day of ,10�, at fi and with certificate of acknowledgment thereto annexed wa $%ad to record. Tax Imposed by Sec. f8.1-802 of r and 68.1-801 have been paid, It assessable. i I SHEET 3 OF 3 A? COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 December 8, 1998 Mr. Mark D. Smith, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 RE: Crider & Shockey, Inc. - Site Plan Comments Fort Collier Industrial Park Frederick County, Virginia Dear Mark: Upon review of the revised site plan dated December 1, 1998, we offer the following comments: 1. Sheet 2 of 5 Provide typical cross -sections for both drainage ditches that will be graded on -site. Provide adequate channel calculations which indicate the size of the ditches as well. 2. Provide a calculation for the sizes of the outlet protection at the outfall of the proposed 76 inch x 48 inch RCP culvert and the 48 inch RCP in accordance with the erosion and sediment control detail 3.18. 3. Note 8 of the erosion control narrative is highlighted and will be placed on the building inspection permit file for this project. Once these comments have been addressed, submit two (2) copies of the site plan for 107 North Kent Street • Winchester, Virginia 22601-5000 • 0 Crider & Shockey, Inc. Page 2 December 8, 1998 further review. If you have any questions, do not hesitate to contact me. JCW/kch Sincerely, 1464,1111� AC. Wilder Engineering Technician Department of Public Works cc: Frederick County Planning Department `/ John S. Trenary, Frederick County Building Official file � r COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 December 8, 1998 Mr. Gary Oates, Site Planner C/O Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 Dear Gary: JERRY A. COPP RESIDENT ENGINEER TELE(540)9845600 FAX(540)984-5607 Ref: Crider & Shockey, Inc. Route 1320 (West Brooke Road) Frederick County A VDOT review has been completed on a preliminary site plan dated 12/01/98 for the referenced project. Comments are as follows and are shown in red on the plan sheets: Sheet 1 of 5 1. Trip Generation Data, similar to that shown on the attached sheets, should be provided. Actual truck percentage should be supplied, if unknown, then 10% of the total volume should be assumed. Sheet 2 of 5 2. Sight distance should be provided at each entrance intersection. 3. Appropriate curb & gutter type should be installed between radial curb along front of property. 4. Please provide all appropriate VDOT design item details including CG-6; CG-11; CG-12. All miscellaneous notes/comments shown in red on the plan sheets should be addressed. WE KEEP VIRGINIA MOVING Mr. Gary Oates Ref: Crider & Shockey, Inc. December 8, 1998 Page #2 When all the above comments have been addressed, please provide one set of revised plans for review. If these are acceptable, we will advise your office. Should you have any questions, please feel free to call. Sincerely, l / Bar �J. Sweitrer Trans. Roadway Engineer For: Steven A. Melnikoff Transportation Engineer BJS/rf Enclosures xc: Mr. Dave Heironimus ---Mr.Kris Terney - U Trin g •{ a �- o n. C 4-,oi BY R a- c s •. r 80� O 00' M C9 . 8�1 000� T = 8d w C Xi - 3 88 C aoi r Zo •� 02 - 80 (, 3 .g2� 1 -7 = 289.-7 g = 2Q0 = CD, coo-r 4. 321 o . (O o l 1- 4. -521 T- S•Sz3 = CIO �o � r'trC 1C x20= Q' Sti�Sl eOicc C-71 5) 2,Oo0 -T = 22 24c -= 329 . ` -! 6TrUCLS l 29•CO = 3�.Go l 4-. 8 0 !z - t Co . 4- S 2g Co x 20 = 32 9 592 G, an ATc4-F =c,,:, 5 a Virginia Departmeiftf Transportation -- Pavement Design Guide W96 1. Design ADT for New Subdivision Streets Design ADT for new subdivision streets shall be determined as described in the current edition of the department's Subdivision Street Requirements, subject to any adjustment as may be indicated in Step I of the "Flexible Pavement Design Worksheet for New Subdivision Streets" (Appendix IV) and as further explained in paragraph 3, "Design ADT When Percent Heavy Commercial Vehicles (%HCV) Exceeds 5.0%." Therein, the term `present traffic' shall be synonymous with the term `projected traffic' when new subdivision streets are considered. 2. Design ADT for Secondary Roads The Design ADT for an improvement to the secondary roads system shall be determined by Equation 3: Design ADT (n1 = Present ADT x [1 +(GR.)]° Equation 3 Where: Design ADT is the Average Daily Traffic volume projected for the design volume year (typically the 10th year after construction is complete) and "n" is the number of years between the design volume year and the year of the present traffic volume (ADT). The Present ADT is the current traffic volume (ADT) in both directions, determined from an actual traffic count or from preliminary engineering estimates, provided/approved by VDOTs Traffic Engineering or Transportation Planning Divisions. GR. is the Growth Rate percentage expressed as a decimal (i.e. 5% GR. = 0.05), which may be based on actual historical traffic data or from estimates made by Traffic Engineering Division. The �• expression [I +(GR.)]° yields the "Growth Factor" based on the — anticipated annual rate of growth of traffic. Example: If the Present ADT = 700 for Year 1995, the GR. = 3.6%, and the Roadway Construction is to be completed in Year 1998. Then: I Oth Year after Construction = 1998 + 10 = 2008; Thus, n = 2008 - 1995 = 13 and Equation 3 yields: Design ADT13 = 700 x [1 +(0.036)]13 = 700 x (1.036)13 = 700 x (1.584) = 1109 ADT in Year 2008 3. Design ADT When Percent heavy Commercial Vehicles (%I1CV) Exceeds 5.0% The nomograph in Appendix II assumes the number of Heavy Commercial Vehicles (HCV), defined as trucks, buses, etc., having 2 or more axles and 6 or more tires, does not exceed 5.0% of the total traffic volume (ADT). When the design traffic volume includes more than 5.0% HCV, each heavy commercial vehicle above the 5.0% level is considered equal to twenty (20) typical (i.e. non-HCV) vehicles. An Equivalent Present Traffic volume (EPT) representing this adjustment is calculated by Equation 4, the results of which are to be substituted for the Present ADT value used in Equation 3. Virginia Aulment of Transportation — Pavement Desi ide © 1996 EPT = Pres. ADT + (20 x Number of HCV over 5.0%) Equation 4 {Note: Number of HCVs over 5.0% _ (% HCV - 5.0%) x Present ADT, where (% HCV - 5.0%) is expressed as a whole number without units.) Example: If Present Traffic Volume = 1000 ADT, Percent Trucks = 8 % Using Equation 4: EPT = 1000 + {20 x [1000 x (0.08-0.05)]) =1000 + [20 x (1000 x 0.03)] = 1000 + (20 x 30) = 1000 + 600 = 1600 ADT B. Determination 'of Design CBR, Resiliency Factor Wi), and Soil Support Value (SSV) 1. The Design CBR, as discussed earlier, is the product of the average values of the CBR test results and a safety factor of 2/3, expressed as Equation 5. Design CBR = Average CBR x 2/3 Equation 5 2. Determination of Resiliency Factor (RF) The Resiliency Factor (RF) may be determined by one of the following methods: a. Table I b. Appendix I - Predicted Regional Resiliency Factors, which are shown graphically for the state and in a listing by county. These values are to be considered maximum values unless otherwise approved by the District Materials Engineer. C. Obtained from the District Materials Engineer. 3. Determination of Soil Support Value (SSV) The Soil Support Value (SSV) is the product of the Design CBR and RF, as expressed in Equation 1 (SSV = Design CBR x RF), and has a maximum value of 30. 4. Preliminary pavement designs may use the predicted SSV values from Appendix I. However, when the soil moisture content exceeds the plastic limit, and approaches the liquid limit, the predicted values in Appendix I should not be used and a maximum SSV of 2 should be used. Pavement designs for new subdivision streets shall be considered preliminary designs, riot approved for construction, until substantiated by acceptable test results of the subgrade soil. Approval of the final design shall be obtained prior to construction of the pavement. C. Determination of Required Thickness Index (DR) The required thickness index (DR) is determined from the nomograph in Appendix 11, by projecting a straight line from the Soil Support Value (SSV), through the Design ADT value, to intersect the Required Thickness Index scale, from which the minimum required Thickness Index (DR) is read. D. Choice of Materials and Pavement Layer Thickness After DR is determined, the pavement structure design can be derived, as earlier discussed and illustrated in Figure 2, subject to the factors discussed in the sections "Design Considerations" and "Drainage Considerations for Flexible and Rigid Pavements." 9 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 December 17, 1998 Mr. E. R. Neff, Jr. C/O E. R. Neff Excavating, Inc. P. O. Box 1027 Stephens City, VA 22655 Dear Mr. Neff: JERRY A. COPP RESIDENT ENGINEER TELE (540) 984-56M FAX (540) 984-5607 Ref: Crider & Shockey, Inc. Route 1320 Frederick County In accordance with your request dated December 9, 1998 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 is to be in accordance with the current Work Area Protection Manual while working on the right-of-way. • All work on the right-of-way is to be confined to the temporary entrance location only. • A minimum 6" depth of VDOT 91 (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. • Positive drainage is to be maintained within the right-of-way at all times. • A wash rack will be required. • Any disturbed areas of the right-of-way or damages to the pavement structure adjacent to this entrance will be repaired 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 3.02. • The entrance is to be installed at the location shown on the site plan prepared by Greenway Engineering dated October 13, 1998. 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, &UrtiJ',n. Roy i Hwy. Permits & Subd. Specialist Sr. CJR/rf xc: Mr. Dave Heironimus Mr. Bob Hawkins WE KEEP VIRGINIA MOVING Mr. Kris Tierney 7 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY JERRYA. COPP COMMISSIONER 14031 OLD VALLEY PIKE RESIDENT ENGINEER P.O. BOX 278 TELE(540)984-5600 EDINBURG. VA 22824-0278 FAX (540)984-5607 January 13,1999 Mr. Gary Oates, Site Planner Ref: Crider & Shockey, Inc. C/O Greenway Engineering Route 1320 (West Brooke Road) 151 Windy Hill Lane Frederick County Winchester, VA 22602 Dear Gary: This is to acknowledge receipt of your revised plans dated 12/21/98 (received 01/07/99) for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. Please provide seven (7) sets of approved construction plans with signed seal for VDOT distribution. I offer the following comments: • A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • All drainage is to be carried within the right-of-way in ditch lines or guiters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. This is the developer's responsibility. WE KEEP VIRGINIA MOVING Mr. Gary Oates Ref: Crider & Shockey, Inc. January 13, 1999 Paqe #2 • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the possibility of any pavement settlement. • A copy of any/all plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permit. Dedication should be made to the Commonwealth of Virginia. Should you need additional information, do not hesitate to call. Sinc re , Barry J. Sweitzer, Trans. +RoawayyEngineer For: Steven A. Melnikoff, Transportation Engineer BJ S/rf Attachment xc: Mr. Dave Heironimus Mr. Kris Tierney CJ • Request for Site Plan Comments Virginia Department of Transportation Mail to: Hand deliver to: Virginia Department of Transportation Virginia Department of Transportation Attn: Resident Engineer 1550 Commerce Street P O. Box 278 Winchester, VA Edinburg, Virginia 22824-0278 (540) 722-3460 (540) 984-5600 Please fill out U,e information as accurately as possible in order to assist the Virgins Department of Transportation with their review. Please attach five (5) copies of the site plan with traffice generation data and drainage calculations with this sheet. Applicant's Name Greenway Engineering Address: 151 Windy Hill Lane Winchester VA 22602 Phone Number (540) 662-4185 Fax (540) 722-9528 Name of development and/or description of the request: Crider & Shockey, Inc of WV Location of property- Fort Collier Industrial Park - Frederick County, VA _ Virginia Department of Transportation's Comments: see attached letter from VDOT to Mr. Gary Oates dated January 13, 1999 VDOT use only Data received �Q 8 Grcompleta Date revieti tidl q Signihm and Date _ Signature and Data (revision)_ Data revision received Incamplete Date reviewed I a99 Date approved 01/13 • • GREENWAY ENGINEERING 151 Windy Hill Lane Winchester. Virginia 22602 Founded in 17: 1 l T R A N S Ill I T T A L Project Name: Crider & Shockey of WV Fax No.: 678-0682 Date: 2/8/99 To: Frederick County Planning Department 1-1-mil: Gary Oates Attn: Mike Ruddy GREENWAY ENGINEERING Phone: 540-662-4185 FAX: 540-722-9528 Copied: Remarks: Urgent x For your review As you requested I'leasc c oI11nlcnt Message: Attatched are five copies of the site plan for signatures. All approval letters are attatched as well. The subdivision plat will be delivered ?????? by Shockey's lawyer after it is recorded. RECEIVED F F 8 0 8 1999 Engineers Surveyors Telephone 540 662.4185 FAX 540.722-9528 greenway(a visual Iink.com Request For Site Plan Comments Frederick County Engineering Department Mail to: Frederick County Engineering Dept. Attn: Director of Engineering 107 North Kent Street Winchester, VA 22601 (540) 665-5643 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5643 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Address: Phone Number. Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 (540) 662-4185 Fax (540) 722-9528 Name of development and/cr description of the request: Crider & Shockey of WV Enaineerina Department's Comments: LAP kaL,f QCUiPv,/If�� fl.o 4evi, eeZ Engineering Dept use only, / Date recczved I 6 °� Date rcm- ioareccived ' Date approved t/ IncomPlete IoCOMPlctc Date mviewed. t 11. 1 fC1f7 Signature and Datc r �' signature and Date (izvisian} — RECEIVEU FEB 0 8 1999 DEPT, OF PLANNINGIDEVELOPMENT COMMONWEALTH ®f VIRC-jINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 January 13,1999 Mr. Gary Oates, Site Planner C/O Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 Dear Gary: JERRYA. COPP RESIDENT ENGINEER TELE(540)964-5600 FAX (540) 984.5607 Ref: Crider & Shockey, Inc. Route 1320 (West Brooke Road) Frederick County This is to acknowledge receipt of your revised plans dated 12/21/98 (received 01/07/99) for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. Please provide seven (7) sets of approved construction plans with signed seal for VDOT distribution. I offer the following comments: • A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. This is the developer's responsibility. WE KEEP VIRGINIA MOVING Mr. Gary Oates Ref: Crider & Shockey, Inc. January 13, 1999 Page #2 I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the possibility of any pavement settlement. A copy of any/all plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permit. Dedication should be made to the Commonwealth of Virginia. Should you need additional information, do not hesitate to call. Sincfer�J , 1. Barry J. Sweitzer, Trans. Roa way Engineer For: Steven A. Melnikoff, Transportation Engineer BJS/rf Attachment xc: Mr. Dave Heironimus Mr. Kris Tierney • Request for Site Plan Comments Virginia Department of Transportation Mail to: Hand deliver to: Virginia Department of Transportation Virginia Department of Transportation Attn: Resident Engineer 1550 Commerce Street P.O. Box 278 Winchester, VA Edinburg, Virginia 22824-0278 (540) 722-3460 (540) 984-5600 Please fill out the information as accurately as possible in order to assist the Virginia Department of Transportation with their review. Please attach five (5) copies of the site plan with traffice generation data and drainage calculations with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane - Winchester VA 22602 Phone Number: (540) 662-4185 Fax (540) 722-9528 Name of development and/or description of the request: Crider & Shockey, Inc Of WV Location of property' Fort Collier Industrial Park - Frederick County, VA Virginia Department of Transportation's Comments: see attached letter from VDOT to Mr. Cary Oates dated January 13, 1999 • • GREENWAY ENGINEERING 151 Windy Ifill lure WinC.he51e4 Viigipi.r 22602 �nurukJ in 1971 T R A N S M I T T A L Project Name: Crider & Shoekey of WV Fax No.: 868-1429 Date: 12/1/98 To: Frederick County Sanitation Authority From: Gary Oates Attn: John Whitacre GREENWAY ENGINEERING Phone: 540-662-4185 FAX: 540-722-9528 Copied: Remarks: E-j Urgent 'X: For your review As you requested Please Comment Message: Enclosed are copies of the plans with your comments addressed. FULL 5"-:-7- Shy -5 � cb 3 - A44 5 ?IC Engineers Surveyors Telephone 540-662.4185 pLy 5.10.722.9528 greenway®visual) ink.corn • S�a�-do<aiR Request For Site Plan Comments Frederick County Fire Marshal Mail to: Frederick County Fire Marshal Attn: Director of Engineering 107 North Kent Street Winchester, VA 226C1 (540) 665-6350 Hand deliver to: 107 N. Kent Street First Floor Winchester, VA (540) 665-6350 UELIVEtl'i� ��.1, U Please fil( cut the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Address Phcne Number: Greenway Engineering 151 Windy Hill Lane Winchester VA 22602 540) 662-4185 Name cf develcpment and/cr descripticn cf the request Locaticn of property Fire Marshal's: Fort Collier Industrial Park Fax (540) 722-9528 Crider & Shockey, Inc. of WV Request For Site Plan Comments Fare and Rrscm Dept we only Date rwmved Date mrisicn received Date apex oved lacoaTictc Incompictc Date rtviewed Dair rtv iqved Signature and Date SiQnanirc and Date (rzvisien) 19 COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No.SP98-0062R Date Received 12/2/98 Date Reviewed 12/2/98 Applicant Greenway Engineering Address 151 Windy Hill Lane Winchester, Va. 22602 Plan Rev. Date: 12/1/98 Project Name Crider & Shockey of WV revision Phone No. (540)662-4185 Type of ApplicationSite Plan Current Zoning M-1 1st Due Fire Co. 13 1st Due Rescue Co. 13 Election District Stonewall Tax I.D. No. 54-A-36 "O" RE COMINIENDATIONS Automatic Sprinkler SysteniXX Residential Spriiilder System Automatic Fire Alarm System XX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments Hydrant Locations Adequate XX Inadequate Not Identified Siamese Location Adequate XX Inadequate Not Identified Additional Comments Attached? Yes No XX Plan Approval Recommended? Yes XX No Signature !� \\� Title gyp' Request For Site Plan Contmsnts Frederick County Inspe--ions Departme Mail to: Fredenck County I.rspections Dept. Attu: Building Offic:, I 107 North Kent Str: act Winchester, VA 22" :t (54C) 665-5650 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5650 Please `ill out the 1,,.`ormation as accurately as possible in order to assist the agency with their review. Please attoch one (1) copy of the site plan with this sheet. Applicant's Name: Greenway Engineering Address: 151 Windy Hill Lane Winchester, VA 2260 Phone Num'!-r (540) 662-4185 Fax (540) 722-9528 Name of develepmer.t arcl:r description of the request: Crider & Shockey, Inc. of WV Location of property: Fort Collier Industrial Park Inspec'icrs Department's Comments: Comments are on the hack of this form. cL �: IntpecboQsDept use only <.. � Signture itiodDacr .. i S ign a-ure and Dntc x • 0 COUNTY of FREDERICK Department of Planning and Development 5401665-5651 FAX: 540/678-0682 February 1, 1998 Mr. Gary Oates Grcenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Second Review of Crider & Shockey, Inc. Site Development Plan P065-98 P.I.N: 54-A-360 Dear Gary: I have had the opportunity to review the above referenced site plan resubmitted to our department on January 6, 1999. It appears as though previous comments 1, 2, 3, and 6 have not been addressed. Please ensure that this information is provided. In addition, the following comments need to be addressed prior to resubmitting this site plan: 1) Please replace the sidewalk that was eliminated from the original submission. This sidewalk should run along the length of the row of parking spaces that face the front of the building. 2) The outdoor storage area to the rear of the building that is identified as being covered in gravel must be screened from adjacent properties. As we previously discussed, it would be acceptable to provide evergreen planting in conjunction with the existing vegetation to the rear of the property to screen the outdoor storage area. A marked copy of the plan is attached for your information. Alternately, if this area is to be used for parking it must be paved or it must be covered with vegetative landscaped material of some kind if it is to be left vacant. 3) Please provide some form of signage to promote one-way circulation around the rear of the building. Please revise your site plan to reflect the comments specified in dais letter and resubmit one copy for my review. Once I have verified the information contained on the revised site plan, I will need all approved review agency comment sheets and five copies of the final site plan for approval. Please contact me if you have any questions regarding this letter, Sincerely, Michael T. Ruddy Planner II MTR/cc U:\Mike\Common\SITEPLAN\cshck2.spr 107 North Kent Street • Winchester, Virginia 22601-5000 • GREENWAY ENGINEERING 1.51 Windy Ifill Lute Winchester. Virginia _?i u' Founded in 1971 T R A N S IVl • I T T A L Project Name: Crider & Shoekey of WV Fax No.: 678-0682 Date: 1 /6/99 Frederick County Planning Department To: From: Gary Oates_ Attn: Mike Ruddy GREENWAY ENGINEERING Phone: 540-662-4185 FAX: 540-722-9528 Copied: _ Remarks Urgent X For your review _ As you requested Please Comment Message: Attatched are two copies of the site plan and another copy of the approval form. Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenway0visuallink.com • • Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Develcpment 107 N. Kent Street Attn: County Planner Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 226C1 (540) 665-5651 (540) 665-5651 Please fill cut the information as accurately as possible in order to assist the agency with their review Please attach two (2) copies of the site plan with this sheet. Applicant's Name Greenway Engineering Address: 151 Windy Hill Lane Winchester VA 22602 Phone Number: (540) 662-4185 Fax (540) 722-9528 Name of development and/or description of the request: Crider & Shockey of WV Location of property: Ft Collier Industrial Park Planning and Devcicpment's Comments: Planning and Development use only Date roc ived Datc revision received Date approved _-- lncompletc Incomplete Date mvie-wed Date reviewed Signature and Date Signature and Datc (revision) 0 � FILE COPY _�cl���o COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 December 8, 1998 Mr. Gary Oates Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Review of Crider & Shockey, Inc. Site Development Plan #065-98, P.I.N: 54-A-360 Dear Gary: I have had the opportunity to review the above referenced site plan resubmitted to our department on December 2, 1998.The following comments, in addition to those marked on the enclosed plan, need to be addressed during the revision of this site plan: 1) Please clarify the location map. Roads in the vicinity of the project should be identified. 2) Please ensure that the acreage of this parcel is consistent with the approved subdivision plat. The subdivision must be recorded prior to final site plan approval. In addition, the proposed access easements must be recorded prior to final site plan approval. 3) Please show the location of the required setback areas. 4) Please extend the sidewalk adjacent to the southwestern entrance to the building. This sidewalk should connect the existing sidewalk, building entrance and loading spaces. 5) Please show the location, height, and dimensions of any signs that will be used on the property. If none are planned at this time, please provide a description on the site plan that includes the sign regulations for this site. 6) Please show the location of any outdoor trash receptacles and details of the structure required to enclose the receptacles and the compactor. 7) Please include the calculations for the office space within the parking calculations and revise the plan accordingly. The width of the driveway around the rear of the building should be increased to 24'. In addition, the unused area to the rear of the building must be covered in landscaped material, preferably grass. 8) Please consider relocating several of the trees as marked on the plan. This will achieve the required spacing around the parking lot and also enhance the appearance of the site from the road right-of-way. 107 North Kent Street - Winchester, Virginia 22601-5000 • • Crider-Shockey Site Plan Review Page 2 December 9, 1998 Please revise your site plan to reflect the comments specified in this letter and resubmit one copy for my review. Once I have verified the information contained on the revised site plan, I will need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: the Virginia Department of Transportation, the Frederick County Sanitation Authority, the Frederick County Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. Please contact me if you have any questions regarding this letter. Sincerely, Michael T. Ruddy Planner H MTR/cc U:\Nllle\Conunon\SrFEPLAN\CSHCKINC.SPR • GREENWAY ENGINEERING .51 Windy IGII Lme WinchOlec Virwrita 22602 Fmrnded in 1971 T R A N S M Project Name: Crider & Shockey of WV Fax No.: 678-0682 ` Date: 12/1 /98 • I T T FSA� To: Frederick County Planning Department From: Gary Oates Ate: Mike Ruddy GREENWAY ENGINEERNIG Phone: 540-662-4185 FAX: 540-722-9528 Copied: Remarks: Urgent X For your review _ As you requested Please Comment Message: Attatched are to copies of the site plan and another copy of the approval form. Engineers Surveyors telephone 540-662-4185 FAX 540-7,22-9528 greenway®visual l i n k. com • • Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Ann: County Planner Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 226C1 (540) 665-5651 (540) 665-5651 Please fill cut the information as accurately as possible in order to assist the agency with their review Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Greenway Engineerl_ng_____ Address: 151 Windy Hill Lane Winchester VA 22602 Pliore Number: (540) 662-4185 Name of development and/or description of the request Location of property Ft Collier Industrial Park Plarning and Development's Comments: Planning and Development use only Date recci,,cd lncompletc Date rn-lm-cd Signab= and Date Sf_zrz me and Dais (revisicn) Dace revision reccivcd lncomplctc Date mvicwcd n Fax (540) 722-9528 Crider & Shockey of WV Date approvcd _ I✓2 � ,d G� �5 H 00 6y � %C �vt C S Dc w� W 4-J 1 2� S r 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. Virgmia Cecartment of'ransoortancn (VCC1 Frederick County Sanrtancn Authority Department of Planning and Development Inspectons Departrnent Frederick County Engineer (Public Works) Fredenck County Fire Marshai 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) 8 County Hearth Ceoartment City of Winchester Town of Stephens C-.ty Town of Middletown Airport Authority Sod 3 Water Conservation Cistrict Site Plan Information Checklist The following information must be inc!uded 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 General Site 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 c: ndit cnal use permit or conditional zoning approval. 8. A space labeled 'Approved by the Zoning Administrator' for the approval signature and date of approval. S. A descnpdcn of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) I 10. Location map (scale 1:2000) 11. MagisterialOistnc: 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. ' (� p -W r General Site (can't) Y N 17. Aceage of all lots included in the plan. J o of 18 The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. 20. Location and description of all recreation faclities. l� Location of sidewalks and pedestrian ways. a, cke-',44" ti 2Z Location and area of common open space. Z' The location, height, and dimensions of all 'WP3.P v'.f 24. Location, height, and specifications of outdoor lighting fixtures. 25. Lccaticn and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. ,�rZ CI%t vu r e,'Pl C L US G" - 80ding Information Y N 27. The height of all buildings and strurures. 28. Location of all buildings, structures and uses. 29. The proposed use of each building, struc-,ure and area. 30. Grcund floor area and total floor area of all buildings with PAR 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. Pasted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public right-of-ways. • • 35. Location of all entrances an adjoining roads within 200 feet of the proposed or existing entrance. 36. Gimensions, 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. r^c �� —YJ c�� , n . •-vG 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 Calculations describing the required number of parking and �� loading spaces. oe- � t� cet' J. 41 Location and dimensions of all parking and loading spaces, drivew_y parking aisle, Curbing and other features to be used. 42. 7s, �1 C 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, flcodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. Landscaping Y N 0 a G �0- P- J 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 I N I 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 SITE PLAN APPLICATION Department of Planning and Development Use only. iv J 9 �„ Date acp'�ton receives APPfication tt 6 f Complete. -Date of acreptarcp irccmc;ete. Cate of rstum' 1. Project Title: N iv 4. 5 Crider & Shockey, Inc. of West Virginia Location of Property Fort Collier Industrial Park (street address) West Brooke Road Winchester, VA 22603 Crider & Shockey, Inc. of West Virginia Property owner- PO Box 2530 Address: Winchester, VA 22602 Telephone: (540) 667-7700 Greenway Engineering Applican#JAgent 151 Windy Hill Lane Adoress Winchester, VA 22602 JG. °p RECEIVED �p DEPT. OF PLANNING AND DEVELOPMENT (540) 662-4185 Telephone: Greenway Engineering Designer- Address: 151 Windy Hill Lane Winchester, VA 22602 Telephone: Contact: (540) 662-4185 Gary Oates Fax (540) 722-9528 i • 7a. 7b. 8. a) b) c) d) e) f) g) Is this an original or revised site plan? Total acreage of parcel to be developed Total acreage of parcel: Property Information: Property Identification Number Current Zoning: Present Use: Proposed Use. Adjoining Property Use(s) Adjoining Property Identification Number(s) Magistenal District(s) original X 9.2467 acres 9.2467 acres Revised 54-((A))-360 M-1 Vacant Industrial / Manufacturing Industrial / Vacant 54 - ((A)) - 36A, 36G, 36H, 36J, & 36K Stonewall District 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: tL t Date: 10/14/9 Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Attn: County Planner Fourth Floor 107 North Kent Street Winchester, VA Winchester, VA 2-26C1 (540) 665-5651 (540) 665-5651 Please ill cut the informa:icn as acc:_ra:ely as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name Address: Phore Number. rreenway Engineering 151 Windy Hill Lane Winchester, VA 22602 5401 662-4185 Name of development and/or description of the request Location of property: Fort Collier Industrial Park Plarning and Development's Comments: Planning and Drvdopment use only Fax (540) 722-9528 Crider & Shockey, Inc. of WV Date ctuived Dace rcvison reociv-1 Bate approvod . _ P %per Date revievood Dsac rcvicwcd Sigiiatum and Dasc Sigssaturc =d Datc (revision