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Home My WebLink About010-84 Econo-Travel Motor Hotel - Stonewall - BackfileDATE : 5-18- 84 APPLICATION AND CHECKLIST FOR SITE PLAN IN THE COUNTY OF FREDERICK, VIRGINIA. APPLICATION NUMBER: APPLI CANT/AGENT : Howard Shockey & Sons Inc. ADDRESS: P.O. Box 2530 Winchester Viruinia 22601 PHONE: 667-7700 The following checklist serves solely to aid the staff, Planning Commission, and Board of Supervisors in reviewing your application. Please complete this checklist and submit it with your proposal. BACKGROUND INFORMATION 1 . Location of property: About 1 mile north of Winchester on Rt. 11 North (between Howard Johnsons & Exxon . 2. Property tax map and identification number: Map 43, Parcel 50 3. Property zoning and present use: B-2 unimproved 4. Adjoining property zoning and -present use: B-2 Motel B-2 service station (west). - (east 5. Proposed uses: motel 6. Magisterial District: Stonewall District 7. Notes: General Contracting, Design, Construction Management P. O. Box 2530/ Winchester, Virginia 22601 /Phone (703) 667-7700 May 17, 1984 Planning & Development 9 Court Square Winchester, Virginia 22601 Attention: Mr. John Horne Public Works Director Re: Proposed Motel Rt. 11 North Frederick County, Virginia Erosion $ Sedimentation Control Plan Gentlemen: In accordance with the Frederick County erosion and sedimentation control ordinance dated June 30, 1975, we hereby submit the narrative report and map covering. the Erosion and Sedimentation Control Plan for the proposed 48 unit motel as shown on accompanying vicinity map. The project will consist of site grading for the motel, roads, and parking areas, and construction of building. The site work is expected to begin in the summer of 1984 and final stabilization should be completed by spring of 198S. Initial erosion and sediment control will be achieved through mechanical means such as straw bales and other methods as shown on the map. Construction will occur in two phases as a further control method. Phase I dealing with the immediate building area and improvements in the right of way west of the site; Phase II dealing with the construction of the remainder of the parking area. Storm water will be controlled in accordance with the contour plan shown. Runoff producing factors considered are: Drainage Area = 1.4206 acres Grass Area = 0.3S Concrete Paving = 1.00 Asphalt Paving = 1.00 Gravel Area = 0.50 Roof Area = 0.91. Time of Concentration (Tc) = 15 minutes with a rainfall intensity (I) of 4.0 for a 2 year storm frequency. Location: Winchester, Virginia Member Associated General Contractors of America Planning C, Development May 17, 1984 Page 2 The area of this project consists of approximately 1.4206 acres (limits of work indicated in red on drawing SP-2). The tract is gently sloping in a westerly to southwesterly direction and covered with grass and few trees. A. Present (based on unimproved site - 100% grass area) a) Grass Area (1.4206 Ac.) Q = (0.35) x (4.0) x (1.4206) _ 1.9888 cfs B. Developed (based on grass areas, concrete paving, asphalt paving, gravel area, and roof area.) a) Grass Area (.2606 Ac.) Q = (.35) x (4.0) x (.2606) = 0.3640 b) Concrete Paving (.0401 Ac.) Q = (1.00) x (4.0) x (.2606) = 0.1604 c) Asphalt Paving (.5616 Ac.) Q = (1.00) x (4.0) x (.5616) = 2.2464 d) Gravel Paving (.3371 Ac.) Q = (0.50) x (4.0) x (.3371) = 0.6742 e) Ballasted Membrane Roof (.2212 Ac.) Q = (0.91) x (4.0) x (.2212) = 0.8052 4.251 cfs Storm runoff will follow natural drainages and thence into Redbud Run. There is no problem created by this runoff since it follows natural drainage patterns. Prior to the initial .land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving subgradi.ng will be done in accordance with finish elevations shown. Topsoil will be respread over unpaved areas after final grading to a depth of six :inches and seeded with permanent grass cover. Excess topsoil will be removed from site. The subgrade of paved areas will either be covered with permanent stone base, temporarily mulched or temporarily seeded with a rapid growing annual grass cover. Every effort will be made to control erosion of disturbed areas as quickly as practical. HOLUARDAi(cKEYEronf, inc. Planning Development May 17, 1984 Page 3 _ 0 The project will utilize a temporary construction entrance pad as specified on drawing and straw bale barriers in accordance with standard details and located as shown on the accompanying map. The straw bale barriers are considered feasible since the contributing disturbed areas will be properly seeded, stored, or mulched as previously stated. Permanent erosion and sediment control measures for long term protection will be the proper maintenance of a good stand of grass cover over the contoured areas of the site which are not covered with building and paving. The project will be inspected weekly by the job superintendent and the grading foreman. They will inspect for areas of erosion requiring remulching, reseeding, -and repair of temporary structures, and removal of accumulated sedimentation from against the structures. All temporary structures will be removed and disposed of at the county dump after they have served their purposes. Howard Shockey & Sons Job Personnel: General Superintendent - Jim Sager (667-7700) Project Manager - Bill Thomas (667-7700) COUNT' of FREDERICK Department of Planning and Development John T.P. Horne - Planning Director Stephen M. Gyurisin - Deputy Director 17581•1 M E M O R A N D U M 703/662-4532 TO: 00`'�� Inspections Department , ATTN Mr. John Dennison .••/// Planning Department , ATTN Mr. John T. P. Horne Zoning Department , ATTN Mr. Stephen Gyurisin Clearbrook Fire Company , ATTN Mr. Ralph Robinson Highway Department , ATTN Mr. William Bushman Sanitation Department , ATTN Mr. Wellington Jones FROM: John T. P. Horne, Director Date May 22, 1984 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Econo-Travel Motor Lodge or their representative, Dave Ganse (Howard Shockey & Sons) 665-3280 . Will you please review the attached and return your comments to me as soon as possible. This space should be used for review comments: Signature Date 9 Court Square P.O. Box 601 Winchester, Virginia 22601 COUNTY of FREDERICK Department of Planning and Development John T.P. Horne - Planning Director Stephen M. Gyurisin - Deputy Director 175 M' M E M O R A N D U M 703/662-4532 T 0 : U6( -''Inspections Department , ATTN Mr. John Dennison/ Planning Department , ATTN Mr. John T. P. Horne Zoning Department , ATTN Mr. Stephen Gyurisin Clearbrook Fire Company , ATTN Mr. Ralph Robinson Highway Department Sanitation Department , ATTN Mr. William Bushman , ATTN Mr. Wellington Jones FROM: John T. P. Horne, Director Date May 22, 1984 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Econo-Travel Motor Lodge or their representative, Dave Ganse, (Howard Shockey & Sons) 665-3280 . Will you please review the attached and return your comments to me as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: A A , r i /__ / _ l Signature DateZ%-� w 0 ('niirt CnttarP _ P n Rnx 601 - Winchester. Vireinia - 22601 COUNTY of FREDERICK Department of Planning and Development John T.P. Horne - Planning Director M E M O R A N D U M Stephen M. Gyurisin - Deputy Director 703/662-4532 Inspections Department , ATTN Mr. John Dennison Planning Department , ATTN Mr. John T. P. Horne Zoning Department , ATTN Mr. Stephen Gyurisin Clearbrook Fire Company , ATTN Mr. Ralph Robinson Highway Department , ATTN Mr. William Bushman / Sanitation Department FROM: John T. P. Horne, Director , ATTN Mr. Wellington Jones Date Mav 22, 1984 ew comments on Conditional Use Permit Subdivision Rezoning X Site Plan viewing the enclosed request by Econo-Travel Motor Lodge resentative, Dave Ganse (Howard Shockey & Sons) 665-3280 Will you please review the attached and return your comments to me as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: `i f� o � ��jnr c ii �-s �� i` !�i �� D /'o ✓/�� / ,�1/ �/� /' 4.4�c� scw�� /' / Signature Date ay r% I- - - -' � n - . - - -- - Tl /l "--- /'�I Tt r'---1---- v:_,-[-.*- 11111-n1 HAROLD C. KING, COMMISSIONER EUGENE M. BANE, GRUNDY, BRISTOL DISTRICT T. GEORGE MAUGHAN, JR., GALAX„ SALF.A1 DISTRICT •WILLIAM R. WATKINS. SOUTH BOSTON, LYNCHBURG DISTRICT WILLIAM F. MOHR, RICHMOND, RICHMOND DISTRICT RICHARD G. BRYDGES, VIRGINIA BEACH, .SUFFOLK DISTRICT H. R. HUMPHREYS, JR., WEEMS. FRF.DL'R1CK.SRURG DISTRICT JOSEPH M. GUIFFRE, ALEXANDRIA, CULPEPF.R DISTRICT ROBE-RT W. SMALLEY, BERRYVILLE, .STAUNTON DISTRICT T. EUGENE SMITH, MCLEAN, AT LARGE -URBAN ROBERT A. OUICKE, BLACKSTONE, AT LARGE -RURAL COMMONWEALTH of VIRCjINIA DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET RICHMOND. 23219 Mr. John T. P. Horne, Director Dept. of Planning and L'evelopment 9 Court Square e P. 0. Box 601 Winchester, VA 22601 Dear John, OSCAR K. MABRY DEPUTY COMMISSIONER J. M. WRAY, JR. CHIEF ENGINEER J. T. WARREN DIRECTOR OF ADMINISTRATION H.W.WORRALL DIRECTOR OF FINANCE JACK HODGE ASSISTANT CHIEF ENGINEER SALLY H. COOPER DIRECTOR OF PUBLIC TRANSPORTATION IN REPLY PLEASE REFER TO Edinburg, VA 22824 (703) 984-4133 May 25, 1984 Ref: Proposed Econo Travel Motor Lodge Frederick County `o600 0 This is to acknowledge receipt of your site plan for the above reference and to advise that we have forwarded this to our District Office for their review. 14hen this review is completed, I will pass along our continents, recomnendati_ons, and requirements to you. KDW/ 1w Sincerely, W. H. Bushman Resident Engineer By: Keith D. Walker Inspector ti N �� OF�P�p1'1t111dG VC00, DANQ pFVE1OPMtN� TRANSPORTATION — AMERICA'S LIFELINES Tits of Pinc4ester, Virginia May 30, 1984 ROUSS CITY HALL 22601 a �& MEMO TO: Mr. John Horne Director of Planning, Frederick County FROM: James W. Givens, Public Utilities Director ell SUBJECT: Proposed Econo-Travel, Route 11-North This office has reviewed the subject site plan. City water and sewer is available to the site and is available in accordance with City policy, subject to County approval. The following is noted: (1) Sewer capacity is available to the site, as this tract is part of the original Von Snidern-Glaize tract. The original tract was limited to a sewer discharge of 70 gpm. The original tract has now been divided into 3 tracts, each discharging to a common pump station. The capacity of each entity is limited as follows: Howard Johnson's 54 gpm Exxon 2 gpm Econo-Travel 14 gpm 70 gpm (2) City policy requires that a premise connected to City sewer must also be connected to City water. The Sanitation Authority has a water main adjacent to the tract; and, this office cannot locate a proposed water service on the site plan. Since this is an area of potential conflict, it should be resolved prior to finalizing site plan approval. Hopefully the above information suits your present needs. Please advise if further information is desired. JWG:rs "Z4e �yple ( apifal" DEPT. OF PLANNING CosyJ AND DEVELOPMENT T 0 :.�- Inspections Department Planning Department Zoning Department Clearbrook Fire Compan L-H-rghway Department Sanitation Department FROM: John T. P. Horne, Director SUBJECT: Review comments on COUNTY of FREDERICK Department of Planning and Development John T.P. Horne - Planning Director Stephen M. Gyurisin - Deputy Director M 703/662-4532 �& 6� ATTN Mr. John Dennison ATTN Mr. John T. P. Horne ATTN Mr. Stephen Gyurisin ATTN Mr. Ralph Robinson ATTN Mr. William Bushman ATTN Mr. Wellington Jones Date May 22, 1984 Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Econo-Travel Motor Lodge or their representative, Dave Ganse (Howard Shockey & Sons) 665-3280rl- . Will you please review the attached and return your comments to me as r soon as possible. >� ------------------------------------------------ / ------------------- This space should be used for review comments: See attached letter dated June 5. 1984. Signature�jL�� Date -vt� 0 Crnirt 4niinre - P o Rnx 6ni - Winche-,ter. Virginia HAROLD C. KING, COMMISSIONER,vy.�, EUGENE M. BANE, GRUNDY, BRI.S'TOL DISTRICT T. GEORGE VAUGHAN. JR., GALAX,.SA LR,11 DISTRICT WILLIAM R. WATKINS. SOUTH BOSTON. LYNCHBURG DISTRICT WILLIAM F. MOHR, RICHMOND, RICHMOND DISTRICT RICHARD G. BRYDGES, VIRGINIA BEACH,.SUFFOLK DISTRICT af"S %rITCRW_.:j H. R. HUMPHREYS. JR., WEEMS, FREDERICK.SBURG DISTRICT JOSEPH M. GUIFFRE, ALEXANDRIA, CULPEPER DISTRICT ROBERT W. SMALLEY, BERRYVILLE,.STIUNTON DISTRICT COMMONWEALTH ®f V1R r1N1A T. EUGENE SMITH, MCLEAN, AT LARGE -URBAN ROBERTA.DUICKE,BLACKSTONE.ATLARGE-RURAL DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET RICHMOND, 23219 Ref_ : Mr. John T. P. Horne, Director Dapt, of Planning and Development P. 0. Bax 601 - 9 Court Square Winchester, VA 22601 Dear John, OSCAR K. MABRY DEPUTY COMMISSIONER J. M. W RAY, JR. CHIEF ENGINEER J. T. WARREN DIRECTOR OF ADMINISTRATION H. W. WORRALL DIRECTOR OF FINANCE JACK HODGE ASSISTANT CHIEF ENGINEER SALLY H. COOPER DIRECTOR OF PUBLIC TRANSPORTATION IN REPLY PLEASE REFER TO Edinburg, VA 2282/+ 984-4133 June 5, 1984 Proposed Econo Travel Motel midge Frederick County 0 � \0 "Ok As advised in our letter to you datedl-' y 25, 1984, our District Office has reviewed the proposed development and has the .following cents: 1. The curbing is to be adjusted as noted on. the east entrance to Howard Johnson's drive with the proposed extension. 2. The entrance off. Rte. 661 is to be increased to 50 feet, minimum, to accommodate truck and bus traffic. The proposed curb is to be mitended to the property line as noted on the attached, 3. It appears there will be some additional drainage runoff from the paved area which will be directed as sheet flow to the ditches along Rte. 11 and P-te, 661, It is my understanding you have received this message from our District Office. Should you have any additional questions, please do not hesitate to contact me. TMW/ lw Attachments Sincerely, W. H. Bushman Resident Engineer Lb'J'J4'\- By: "Keith D, Walker Inspector AMERICA'S LIFELINES rip 11 U.-eill 011CH To PAVIL A oil? j.Zo I {pY E ;'/ h I - J L elk T e 0 f H _:j H -�-r o j 15 �: P4 -, ci I I \--,- 0, 1 P L, K C- F,T;t,,- 'J ,�: E P E BUILDING AREA TABULATION Cl F Lnc, 9 :7 LJr ri -•-�..,,-` :� '�- + III' .. -r.... .. ,.�.,. � F �� i� �� Q .�t�.'w+.a:.,na.n.:_a+•.• 'Riw-•ymr•'a. � ter'""' •emu } ;� 10 �o.lo �oI .1 .' Ci I 2 N 1 EG2�g f�=Ku, P f 5 � �+•� • 6. Zoc _ _ � � � 6o ' a� I CO �! ;tip,_ .., � Z' ---� 1,- � � � ✓ ( f`� r4 - -r P 610 -Z C 5F0 �t '�E�1etx f'11• + o� �-- `� � • 1 i o s, I / cl a c e � SITE PLAN #010-84 Econo-Travel Motor Lodqe 48 Unit Motel LOCATION: Northeast of the intersection of Route 11 North and Route 661. MAGISTERIAL DISTRICT: Stonewall ADJACENT LAND USE AND ZONING: Industrial and commercial land use and industrial and commercial zoning PROPOSED USE AND IMPROVEMENTS: 48 unit motel and required parking REVIEW EVALUATIONS: Department of Inspections - Proposed motel to be built in compliance with the Virginia Uniform Statewide Building Code. Clearbrook Fire Company - No comment Highway Department - The Route 661 entrance must be widened to 50' and curbing adjusted as per marked plans; front entrance curbing must be adjusted as per plans. Sanitation Department - City of Winchester will provide water and sewer service. City of Winchester - See James W. Givens memo, attached. Planning and Zoning - A grass swale should be placed in the 13' landscaped area to the west of the Route 11 entrance and parking lot to channel sheet runoff toward Route 11. STAFF RECOMMENDATIONS: Approval, with all revisions recommended under Highway Department and Planning and Zoning. DATE: 5-18-84 APPLICATION AND CHECKLIST FOR SITE PLAN IN THE COUNTY OF FREDERICK, VIRGINIA APPLICATION NUMBER: APPLICANT/AGENT: Howard Shockey & Sons Inc, ADDRESS: P.O. Box 2530 iVinchester, ViT inia 22601 PHONE: 667-7700 The following checklist serves solely to aid the staff, Planning Commission, and Board of Supervisors in reviewing your application. Please complete this checklist and submit it with your proposal. BACKGROUND INFORMATION 1 . Location of 'property: About 1 mile north of Winchester on Rt. 11 North (between Howard Johnsons 2. Property tax map and identification number: Map 43, Parcel 50 _• 3. Property zoning and present use: B-2 unimproved 4. Adjoining property zoning and present use: B-2 Motel B-2 service station (west). (east 5. Proposed uses: motel 6. Magisterial District: Stonewall District 7. Notes: General Contracting, Design, Construction Management P. O. Box 2530/ Winchester, Virginia 22601 /Phone (703) 667-7700 May 17, 1984 Planning & Development 9 Court Square Winchester, Virginia 22601 Attention: Mr. John Horne Public }Yorks Director Gentlemen: 0\0- Re: Proposed Motel Rt. 11 North Frederick County, Virginia Erosion � Sedimentation Control Plan In accordance with the Frederick County erosion and sedimentation control ordinance dated June 30, 1975, we hereby submit the narrative report and map covering the Erosion and Sedimentation Control Plan for the proposed 48 unit motel as shown on accompanying vicinity map. The project mill consist of site grading for the motel, roads, and parking areas, and construction of building. The site work is expected to begin in the summer of 1984 and final stabilization should be completed by spring of 1985. Initial erosion and sediment control will be achieved through mechanical means such as straw bales and other methods as shown on the map. Construction will occur in two phases as a further control method, Phase I dealing with the immediate building area and improvements in the right of way west of the site; Phase II dealing with the construction of the remainder of the parking area. Storm water will be controlled in accordance with the contour plan shown. Runoff producing factors considered are: Drainage Area = 1.4206 acres Grass Area = 0.35 Concrete Paving = 1.00 Asphalt Paving = 1.00 Gravel Area = 0.50 Roof Area = 0.91 Time of Concentration (Tc) = 15 minutes (I) of ZI.0 for a 2 year storm frequency. Location: Winchester, Virginia with a rainfall intensity Member Associated General Contractors of America Planning & Development I4ay 17, 1984 Page 2 The area of this project consists of approximately 1.4206 acres (limits of work indicated in red on drawing SP-2). The tract is gently sloping in a westerly to southwesterly direction and covered with grass and few trees. A. Present (based on unimproved site - 100o grass area) a) Grass Area (1.4206 Ac.) Q = (0.35) x (4.0) x (1.4206) _ 1.9888 cfs B. Developed (based on grass areas, concrete paving, asphalt paving, gravel area, and roof area.) a) Grass Area (.2606 Ac.) Q = (.35) x (4.0) x (.2606) = 0.3640 b) Concrete Paving (.0401 Ac.) Q = (1.00) x (4.0) x (.2606) = 0.1604 c) Asphalt Paving (.5616 Ac.) Q = (1.00) x (4.0) x (.5616) = 2.2464 d) Gravel Paving (.3371 Ac.) Q = (0.50) x (4.0) x (.3371) = 0.6742 e) Ballasted Membrane Roof (.2212 Ac.) Q = (0.91) x (4.0) x (.2212) = 0.8052 4.251 cfs Storm runoff will follow natural drainages and thence into Redbud Run.... There is no-p oblem created. by._this runoff since it fol vs�natural _ rainage patterns. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving subgrading will be done in accordance with finish elevations shown. Topsoil will be r_e_spread over unpaved areas after final gr�cling to a depth osix. inc -sand seeded with permanent grass cover. Excess topsoil wi11--tie removed from site. TFie subgrade of paved areas will either be covered with permanent stone base, temporarily mulched or_temporarily seeded with a rapid gro�ei.ng annual grass cover. Evezy effort will be made to control erosion -of. disturbed 'areas as' quickly as practical. FiC WARD!-K)CKEY&fonx.If1C. Planning Development ��0 May 17, 1984 Page 3 The project will utilize a temporary construction entrance pad as specified on drawing and straw bale barriers in accordance with standard details and located as shown on the accompanying map. The straw bale barriers are considered feasible since the contributing disturbed areas will be properly seeded, stored, or mulched as previously stated. Permanent erosion and sediment control measures for long term protection will be the proper maintenance of a good stand of grass cover over the contoured areas of the site which are not covered with building and paving. The project will be inspected weekly by the job superintendent and the grading foreman. They will inspect for areas of erosion requiring remulching, reseeding, and repair of temporary structures, and removal of accumulated sedimentation from against the structures. All temporary structures will be removed and disposed of at the county dump after they have served their purposes. Howard Shockey & Sons Job Personnel: General Superintendent - Jim Sager (667-7700) Project Manager - Bill Thomas (667-7700) ail TR, 52 E FARMS J.T � 4,3 -//i/ O�Q�afl qj- /4;� C !Gi/7 5�0�45'SB Ire RICHARD U. GOODE NO. 412 3 iCL1ND SO 60".RIW- NSD�4$`g" , - 33 6. 35 Land of Phillip B. Glaize and ' Fred L. Glaize III �,401 Acres W 313 5. D pole N55°23,l9,,'E f 3 9 6.94 n o, 20' SAN. SEWER � �• 5�5�23 zr- pole"LQ �. EASEMENT98.3s D�. . 519.1 P. 143 ' �u jB EXX01V • CORP. � D.B. 405, P.277 A. � a �- TR. 60' 40` 20F 491 43 0 601 N56 043'50 "E 4 D ° I 0 7 33 pole SCALE IN FEET � v 1 v VV p' llrnil6 50' RIW RESERVE-D �Ot Q end , GG66 I D. B. 200. P. 19 y � 5D' lfence w)- encs �.p f S5S°43'50` W i.p.s. 2 I10.90 U. S. HIGH WAY NO. The above tract of land located on the Northwest side of U. S. Highway No. 11 and on the East side of noad No. b61, about 1 Wile North of as follows: Winchester in Stonewall Bistrict, Frederick County, Virginia is bounded - Beginning -at (1) an iron peg set, a corner to Winchester Lodgings Ltd. and an the northwest side of U. S. Highway No. 11 and the Southwest side of a 50 foot' right-of-way; thence with U. S. Highway No. 11 and the 50 foot right-of-way S 56 deg. 43 min. 50 sec. W 110.90 feet to (2) an iron peg found, a'corner to the Exxon Corp. lot and the East side of the sanitary sewer easement; thence with the Exxon Corp. lot N 29. deg. 11"rain. 02 sec. W 196.44 feet to (3) an iron peg found; -thence -still with the Exxon Corp. lot S 60 deg. 48 rain. 58 sec. W to (4) an iron peg set on the East side of rZoad No. b61; thence9withtthe . East side of Road No. 661 with a curve to the right, the radius of which is 360.00 .feet for a distance of 129.29 feet to (,5} l a COnCrr�fin highwaymarker, a corner to the .C? overdale Farms, Inc. and the South side of a 60 foot right -of --way; thence with the South side of the 60 foot right - of -way and then with Winchester Lodgings, Ltd. N 60 deg. 48 min. 58 sec. 336.35 feet to (6) an iron peg set; thence still with Winchester Lodgings Ltd. S 33 deg. to min. 10 sec. E 299.23 feet o the poilnt of containing 1.401 acres more or less. beginning, itlChMl,) U. GOODE , C . L . S. 13L1 _YVILLE.1 VIRGINIA KA HCH. 21. 1984 11 General Contracting, Design, Construction Management P.O. Box 2530 / Winchester, Virginia 22601 / Phone (703) 667-7700 May 17, 1984 Planning & Development 9 Court Square Winchester, Virginia 22601 Attention: Mr. John Horne Public Works Director Re: Proposed Motel Rt. 11 North Frederick County, Virginia Erosion & Sedimentation Control Plan Gentlemen: In accordance with the Frederick County erosion and sedimentation control ordinance dated June 30, 1975, we hereby submit the narrative report and map covering the Erosion and Sedimentation Control Plan for the proposed 48 unit motel as shown on accompanying vicinity map. The project will consist of site grading for the motel, roads, and parking areas, and construction of building. The site work is expected to begin in the summer of 1984 and final stabilization should be completed by spring of 1985. Initial erosion and sediment control will be achieved through mechanical means such as straw bales and other methods as shorn on the map. Construction will occur in two phases as a further control method. Phase I dealing with the immediate building area and improvements in the right of way west of the site; Phase II dealing with the construction of the remainder of the parking area. Storm crater will be controlled in accordance with the contour plan shorn. Runoff producing factors considered are: Drainage Area = 1.4206 acres Grass Area = 0.35 Concrete Paving = 1.00 Asphalt Paving = 1.00 Gravel Area = 0.50 Roof Area = 0.91 Time of Concentration (Tc) = 15 minutes with a rainfall intensity (I) of 4.0 for a 2 year storm frequency. Location: Winchester, Virginia Member Associated General Contractors of America Planning & Development Dlay 17, 1984 Page 2 The area of this project consists of approximately 1.4206 acres (limits of work indicated in red on drawing SP-2). The tract is gently sloping in a westerly to southwesterly direction and covered with grass and few trees. A. Present (based on unimproved site - 100o grass area) a) Grass Area (1.4206 Ac.) Q = (0.35) x (4.0) x (1.4206) _ 1.9888 cfs B. Developed (based on grass areas, concrete paving, asphalt paving, gravel area, and roof area.) a) Grass Area (.2606 Ac.) Q = (.35) x (4.0) x (.2606) = 0.3640 b) Concrete Paving (.0401 Ac.) Q = (1.00) x (4.0) x (.2606) = 0.1604 c) Asphalt Paving (.5616 Ac.) Q = (1.00) x (4.0) x (.5616) = 2.2464 d) Gravel Paving (.3371 Ac.) Q = (0.50) x (4.0) x (.3371) _ 0.6742 � o,v n e) Ballasted IMembrane Roof (.2212 Ac.) Q = (0.91) x (4.0) x (.2212) = 0.8052 4.251 cfs Storm runoff will follow natural drainages and thence into Redbud Run. There is no problem created by this runoff since it.follows natural drainage patterns. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown. on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving subgrading will be done in accordance with finish elevations shown. Topsoil will be respread over unpaved areas after final grading to a depth of six inches and seeded Z:iti7 permanent grass cover. Excess topsoil will be removed from site. The subgrade of paved areas will either be covered with permanent stone base, temporarily mulched or temporarily seeded with a rapid groi%,ing annual grass cover. Every effort will be made to control erosion of disturbed areas as Quickly as practical. MWARDMI XKff&f .. IX Planning Development ONO r- May 17, 1984 Page 3 The project will utilize a temporary construction entrance pad as specified on drawing and straw bale barriers in accordance with standard details and located as shown on the accompanying map. The straw bale barriers are considered feasible since the contributing disturbed areas will be properly seeded, stored, or mulched as previously stated. Permanent erosion and sediment control measures for long term protection will be the proper maintenance of a good stand of grass cover over the contoured areas of the site which are not covered with building and paving. The project will be inspected weekly by the job superintendent and the grading foreman. They will inspect for areas of erosion requiring remulching, reseeding, -and repair of temporary structures, and removal of accumulated sedimentation from against the structures. All temporary structures will be removed and disposed of at the county dump after they have served their purposes. Howard Shockey & Sons Job Personnel: General Superintendent - Jim Sager (667-7700) Project Manager - Bill Thomas (667-7700) RICHARD U. GOODE P10. 412 ;�JVo sU Land of Phillip B. Glaize and Fred L. Glaize III 1,401 Acres pol e N55023191 E $�� 511 I.IJ. 96.94 CO VERD' Tom. A RMS INC.. 2, T !. 43 604. R`W - 00 3 N So $ 8 33 s. 35 l i.,Q• s . •� 02F.0 1 --- o � 1 20' SAN. SEWER �. s55 23'ls;w pole" EASEMENT '`� 9a.3s D. B. 5 I9, P. 143 L4 (f) EXXON . CORP. � �I D.B. 405, P.277I r I7. y , T.M. 43 = (� 6CJ 4 0 2t) O 601 N56 043150 "E ° 10733 ' Po Ps SCALE IN FEET p o 50 Rr W RESERVED IN D.B. O D, P. 19� 5p `- tiJ v 1 ,/ VV p lirnite end fl. cces 50' Sfence tc) ence i.p.f S56°43 50' W I.p.s. 2 110. 90 _ U.S. HIGHWAY -..No. 1 � The above tract of land located on the Northwest side of U. S. Highway No. 11 and on the East side of tioad No. 661, about 1 mile North of Winchester in Stonewall District as follows: , Frederick County, Virginia is bounded Beginning at (1) an iron peg set, a corner to Winchester Lodgings, Ltd .and on the Northwest side of U. S. Highway No. 11 and the Southwest side of a 50 foot' right-of-way; thence with U. S. Eighway No. 11 and the 50 foot right-of-way S 56 deg. 43 min. 50 sec. W 110.90 feet to (2) an iron peg found, a'corner to the Exxon Corp. lot and the East side of the sanitary sewer easement; thence with the Exxon Corp. lot N 29. deg. ll-'min. 02 sec. W 196.44 feet to (3) an iron peg found; thence still with the Exxon Corp. lot S 60 deg. 4$ min. 58 sec. W 313.59 feet to (4) an iron peg set on the East side of load No. b61; thence with the . East side of Road No. 661 with a curve to the right, the Radius of which is 360.00 .feet for a distance of 129.29 feet to ! 5) a concrete h - r_. y marker, e, corner to the Cloverdale Farms, Inc. and the South side ofa 60 foot right -of --way; thence with the South side of the 60 foot right- of-way and then with Winchester Lodgings, Ltd. N 60 deg. 4$ min. 5$ sec. 336.35 feet to (6) an iron peg set; thence still with Winchester Lodgings Ltd. S 33 deg. 16 min. 10 sec. E 299.23 feet o the po'nt of beginni ng containing 1.401 acres more or less. ,�` ' � Aj r�IChal UiOUDE, C. L. S. BE•I,_YVILLE, VIHGINIA MRCH 21 198�. ff 91 ��Y T�KE� F��r� P��T f �EFpV> o P! J0HLJ. T'rr 0 H TGH pLL co�� L Pep r vi L c a rq (-I F n-7-��-I' f J L L v� 1 Ali - �Qi �P�Lr20h0 `E�AL1,rloRE 4 oHio VpiL CZo,Av 0 -T 1 La ,6�-Eo Ufa �Ji ��►��. r'.)VTH d > Cd LU z O Q n. IL W Z O. U� W V w U �MM cc 0 MM LL W Itt T DATE: 5-18-84 APPLICATION AND CHECKLIST FOR SITE PLAN IN THE COUNTY OF FREDERICK, VIRGINIA APPLICATION NUMBER: APPLICANT/AGENT: Howard Shockey & Sons Inc. ADDRESS: P.O. Box 2530 Winchester Virginia 22601. PHONE: 667-7700 VO' 0�11 The following checklist serves solely to aid the staff, Planning Commission, and Board of Supervisors in reviewing your application. Please complete this checklist and submit it with your proposal. BACKGROUND INFORMATION 1 . Location of property: About 1 mile north of Winchester on Rt. 11 No (between Howard Johnsons & Exxon . 2. Property tax map and identification number: slap 43, Parcel 50 3. Property zoning and present use: B-2 unimproved 4. Adjoining property zoning and present use: B-2 Motel B-2 service station (west). (east 5. Proposed uses: motel 6. Magisterial District: Stonewall District 7. Notes: APPLICATION AND CHECKLIST FOR SITE PLAN IN THE COUNTY OF FREDERICK, VIRGINIA DATE: 5-18-84 APPLICATION NUMBER: APPLICANT/AGENT: Howard Shockey & Sons, Inc. ADDRESS: P.O. Box 2530 Winchester Virginia 22601 PHONE: 667-7700 The following checklist serves solely to aid the staff, Planning Commission, and Board of Supervisors in reviewing your application. Please complete this checklist and submit it with your proposal. BACKGROUND INFORMATION 1 . Location of property: About 1 mile north of Winchester on Rt. 11 North (between Howard Johnson & Exxon . 2. Property tax map and identification number: Map 43, Parcel 50 3. Property zoning and present use: B-2 unimproved 4. Adjoining property zoning and present use: B-2 Motel B-2 service station (west). (east 5. Proposed uses: motel 6. Magiste.rial District: Stonewall District f. Notes: General Contracting, Design, Construction Management Olo P. O. Box 2530 / Winchester, Virginia 22601 / Phone (703) 667-7700 May 17, 1984 Planning & Development 9 Court Square Winchester, Virginia 22601 Attention: Mr. John Horne Public Works Director Re: Proposed Motel Rt. 11 North Frederick County, Virginia Erosion u Sedimentation Control Plan Gentlemen: In accordance with the Frederick County erosion and sedimentation control ordinance dated June 30, 1975, we hereby submit the narrative report and map covering the Erosion and Sedvnentation Control Plan for the proposed 48 unit motel as shown on accompanying vicinity map. The project will. consist of site grading for the motel, roads, and parking areas, and construction of building. The site work is expected to begin in the summer of 1984 and final stabilization should be completed by spring of 1985. Initial erosion and sediment control will be achieved through mechanical means such as straw bales and other methods as shown on the map. Construction will occur in two phases as a further control method. Phase I dealing with the immediate building area and improvements in the right of way west of the site; Phase II dealing with the construction of the remainder of the parking area. Storm water will be controlled in accordance with the contour plan shown. Runoff producing factors considered are: Drainage Area = 1.4206 acres Glass Area = 0.35 Concrete Paving = 1.00 Asphalt Paving = 1.00 Gravel Aroa = 0.50 Roof area = 0.91 Time of Concentration (Tc) = I5 minutes with a rainfall intensity (I) of 4.0 for a 2 year storm frequency. Location: W.inchester, V:1_rginia Member Associated General Contractors of America Planning FT Development 0 May 17, 1984 Page 2 0�� The area of this project consists of approximately 1.4206 acres (limits of work indicated in red on drawing SP-2). The tract is gently sloping in a westerly to southwesterly direction and covered with grass and few trees. A. Present (based on unimproved site - 100o grass area) a) Grass Area (1.4206 Ac.) Q = (0.35) x (4.0) x (1.4206) _ 1.9888 cfs B. Developed (based on grass areas, concrete paving, asphalt paving, gravel area, and roof area.) a) Grass Area (.2606 Ac.) Q = (.35) x (4.0) x (.2606) = 0.3640 b) Concrete Paving (.0401 Ac.) Q = (1.00) x (4.0) x (.2606) = 0.1604 c) Asphalt Paving (.5616 Ac.) Q = (1.00) x (4.0) x (.5616) = 2.2464 d) Gravel Paving (.3371 Ac.) Q = (0.50) x (4.0) x (.3371) = 0.6742 e) Ballasted Membrane Roof (.2212 Ac.) Q = (0.91) x (4.0) x (.2212) = 0.8052 4.251 cfs Storm, runoff will follow natural drainages and thence into Redbud Run. There is no problem created by this runoff since it follows natural drainage patterns. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving subgrading will be done in accordance with finish elevations shown. Topsoil will be respread over unpaved areas after final grading to a depth of six inches and seeded with permanent grass cover. Excess topsoil will be removed from site. The subgrade of paved areas will either be covered with permanent stone base, temporarily mulched or temporarily seeded with a rapid growing annual grass cover. Every effort will be made to control. erosion of disturbed areas as quickly as practical. HOWARDAi i EYErfM arK. Planning Development May 17, 1984 Page 3 Olo,''�Q d�C� The project will utilize a temporary construction entrance pad as specified on drawing and straw bale barriers in accordance with standard details and located as shown on the accompanying map. The straw bale barriers are considered feasible since the contributing disturbed areas will be properly seeded, stored, or mulched as previously stated. Permanent erosion and sediment control measures for long term protection will be the proper maintenance of a good stand of grass cover over the contoured areas of the site which are not covered with building and paving. The project will be inspected weekly by the job superintendent and the grading foreman. They will inspect for areas of erosion requiring remulching, reseeding, and repair of temporary structures, and removal of accumulated sedimentation from against the structures. All temporary structures will be removed and disposed of at the county dump after they have served their purposes. Howard Shockey & Sons Job Personnel: General Superintendent - Jim Sager (667-7700) Project Manager - Bill Thomas (667-7700) DATE: 5-18-84 APPLICATION AND CHECKLIST FOR SITE PLAN Q�� _ ITT THE COUNTY OF FREDERICK, VIRGINIA APPLICATION NUMBER: APPLICANT/AGENT: Howard Shockey & sons, Inc. ADDRESS: P.O. Box 2530 IVinchester, Virginia 22607 PHONE: 667-7700 The following checklist serves solely to aid the staff, Planning Commission, and Board of Supervisors in reviewing T Please complete this checklist and submit it with Your application. Y proposal. BACKGROUND INFORMATION 1 . Location of property: About 1 mile north of I'vinchester on Rt. 11 North (between Howard Johnson Q E,xxon) . 2. Property tag, rnao and identification number: Map 43, Parcel 50 - 3. Property zoning and present use: B-2 Unimproved 4. Adjoining property zoning and Present use: B-2 Motel (east B-2 service station (west). 5. Proposed uses: motel 6. ;Magisterial District: ' Stonewall District r. Notes: 5 n. -, ;l1 D 'C3. EY ram, f N A General Contracting, Design, Construction P.1ana,ement R O. Box 2530 / Winchester, Virginia 22601 / Phone (703) 667-7700 May 17, 1984 Planning E, Development 9 Court Square 11linchester, Virginia 22601 Attention: Mr. John Horne Public ,','orks Director Re: Proposed i•;o-tel Rt. 11 \orth Frederick County, Virginia Erosion 61 Sediml ntation Control Plan Gentlemen: In accordance with the Frederick County erosion and sedimentation control ordinlnce dated June 30, 1975, wo hereby sub"nit the narrative report and 1111p covering the Erosion and Sedimentation Control Plan for the proposed -18), unit motel as shown or accompanvino vicinity map. 1'he project will consist of site grading for the motel, roads, anti p,Irl:irg Ircas, �ulcl COIltl't1Ct:.LOI1 of builclin�. 111c site 1�°ork is cl;pcctecl to bcoin in t11C: S11;n;1C1' of 195z1 and final stabilization should be completed by spring of 1985. Initial erosion and sed"11-11t control will be achieved through mechanical means such as straw bales and other methods as shown on the map. Construction will occur in two phases as a further control method. Phase I dealing with the immediate building area and improvements in the right of bray west of the site; Phase II dealing 1`rith the construction of the remainder of the parking area. Storm water will be controlled in accordance with the contour plan shoi%,n. Runoff producing factors considered are: Gl ass A c i = 0. ) ) Concrete Paving = 1.00 Asphalt pa .i ng = 1.. 0(j Gravel Ai-oa = 0. SO Roof AI-0�1 = 0.91 I'.inle of Conrcni.rcltiel; (TO = 15 minutes with a rainfall intensity (I) of -1.0 for' .1 ? N•e;Ir storm ri-equellc.y. Location: 111llchc-;VOI', Lr;.l.nL'l f:lenlher AssL)ciMud Gen Oral Contractors of America Planning E, Development May 17, 1984 Page 2 The area of this project consists of approximately 1.4206 acres (limits of work indicated in red on drawing SP-2). The tract is gently sloping in a westerly to southwesterly direction and covered with grass and few trees. A. Present (based on unimproved site - 100% grass area) a) Grass Area (1.4206 Ac.) Q = (0.3S) x (4.0) x (1.4206) _ 1.9888 cfs B. Developed (based on grass areas, concrete paving, asphalt paving, gravel area, and roof area.) a) Grass Area (.2606 Ac.) Q = (.35) x (4.0) x (.2606) = 0.3640 b) Concrete Paving (.0401 Ac.) Q = (1.00) x (4.0) x (.2606) = 0.1604 c) Asphalt. Paving (.5616 Ac.) Q = (1.00) x (4.0) x (. S616) = 2.2464 d) Gravel Paving (.3371 Ac.) Q = (0. S0) x (4.0) x (.3371) = 0.6742 e) Ballasted Membrane Roof (.2212 Ac.) Q = (0.91) x (4.0) x (.2212) = 0.8052 4.2S1 cfs Storm runoff will follow natural drainages and thence into Redbud Run. There is no problem created by this runoff since it follows natural drainage patterns. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil wi_11 then be. removed from the area of the building and other areas of cut necessary. The topsoil will be stored on sate. Other site and paving subgrading will be clone in accordance with finish elevations shorn. Topsoil ": ll be respread Over unpaWd areas after final grading to a CinpLh OF six inches and Se:'jej l•iih pen-,".ino';1'i. grass cover. topsoil will be removed from site. The subgrade of paved areas will either be covered with permanent stone base, temporarily mulched Or temporarily seeded with a rapid growing annual grass cover. Every effort will be made to control erns iOn of disturbed areas as quickly as practical.. Planning Development May 17, 1984 Page 3 The project will utilize a temporary construction entrance pad as specified on drawing and straw bale barriers in accordance with standard details and located as shown on the accompanying map: The straw bale barriers are considered feasible since the contributing disturbed areas will be properly seeded, stored, or mulched as previously stated. Permanent erosion and sediment control measures for long term protection ti,ril1 be the proper maintenance of a goocl stand of grass cover over the contoured areas of the site which are not covered with building and paving. The project will be inspected weekly by the job superintendent and the grading foreman. They will inspect for areas of erosion requiring remulch-ing, reseeding, and repair of temporary structures, and removal of accumulated sedimentation from against the structures. All temporary structures will be removed and disposed of at the county dump after they have served their purposes. Howard Shoclkey & Sons Job Personnel:. General Superintendent - Jim Sager. (667-7700) Project Manager - Bill Thomas (667-7700) JJf��% C6; 1 o' t' Q U. GOODIE 9ND SOR'�� 1 1 20SAN, SEWER EASEME— Al T rG) E-.. 5193 P. 143 CLA ORP D.B. 405, P. 27 7 TR. 4� p T.��. 60r f0` 20 0 601 C\3 0 SSALE 11`1 FEET, 50' RI W RESERVED IN D.B. ?OD, P. 193 f.p f DALE TR• 9217 6W. /!i 60 0 "q q FARIVS 11VC, . �- f . � 3 . - Land of Phillip B. Glaize and Fred L. Glaze III 1.401 Acres pole N 5 5 23't9�E l.,J.7� 3 96.94 91 r S55023'1-9Ilry re _ 98.36 1 c, N56 °43'50 to 7.33 t poles �v rR, �50' S56043 `50'w. /.P.s 110.90 U.S. HIGHWAY'-. ND.Z. l� The above tract of land located on the Northwest No. 11 and on the East side of Goad No. 661, about �1 milede ofUNorth Hofhway Winchester in Stonewall District2 Frederick County, Virginia is bounded as follows. Beginning at (1) an iron peg set, a corner to Winchester Lod zn s Ltd. and on the itiorthwest side of U. S. Highway No. g g1' of a 50 foot right-of-way; thencj with U.yS. HighwaydNohelloandthe Outhwest de footright-of-way S 56 deg. 43 Lain. 50 sec, �� 110> 0 feet iron peg fount., a corner to the E and 9 e � tc (2) an the sanitary sewer easement; then eowithrtp. lot ndCthe East side of 11" rain. 02 sec. q 190.44. feet to p. lot N 29. deg. with the Exxon Corp lot Set deg.(3) an iron peg found; thence still (4) an iron peg set on the East side 4o£m5to r�oadNoSeb6l- thencegwithtthe . Sast side of Road-Nb61 with a curve to the right, the radius of which is 360.00 feet for a distance of 12.9.29 feet to f 1 marker, a corner to tree Cloverdale F'arms Inc, 't a concrete I,i gh�aa; 60 foot right -of --way; thence with the South side ofthe he S60tfootdright- o£-way and ther> with Winchester Lodgings, Ltd, N 60 deg, 48 min. 5$ sec 336.35 feet to (6) an iron peg set; thence still with 'Winchester Lodging; Ltd. S 33 deg. to ,min. 10 sec. E 299.23 feet o the poi ; containing 1.4G1 acres more or � _o of beginning, less. ��-��...� . iiIChkni3 L►.�;;,,, C. L. S. F3'_`H YVILLE, vI!-iGINIA YlAHCK 21 1954 r 91 ,ok e HOWARD AKMEYFs IOfU IX General Contracting, Design, Construction Management P.O. Box 2530/ Winchester, Virginia 22601 /Phone (703) 667-7700 February 19, 1985 Mr. Steve Gyurisin Frederick County Planning Commission 9 Court Square Winchester, Virginia 22601 RE: Econo-Travel Motor Hotel Winchester, Virginia Temporary Occupancy Permit Dear Mr. Gyurisin: With the exception of vehicular parking lines, all site work including seeding has been accomplished at the above referenced project. Painting of lines will be accomplished as conditions permit with the intent on it being in the near future. WHT,Jr. :jj Very truly yours, HOWARD SHOCKEY & SONS, INC. William H. Thomas, Jr. Member Associated General Contractors of America COUNTY of FREDERICK Department of Planning and Development John T.P. Horne - Planning Director Stephen M. Gyurisin - Deputy Director 703/662-4532 V June 7, 1984 Mr. Dave Ganse Howard Shockey & Sons, Inc. P.O. Box 2530 Winchester, Virginia 22601 Dear Mr. Ganse: This letter is to confirm the Frederick County Planning Commission's action at their meeting of June 6, 1984: Approval of Site Plan #010-84 of Econo-Travel Motor Lodge for a 48 unit motel and required parking located northeast of the intersection of Route 11 North and Route 661 in the Stonewall Magisterial District. If you have any questions regarding your site plan, please do not hesitate to call me. rely, l hn T. P. Horne rector JTPH/rsa 9 Curt Square P.O. Box 601 Winchester, Virginia 22601 Ko. Val 11— � E EOCL�: Bu I.A K I �pT 1 I a go � � 4_ on �18•hl N- j 'l. M ti IFf.E.= f / P I 1 W ' 1 — .— r•GD�c. :IGE4��Lw � I QRrl—e 1pi, CD P 5 o, I' :l - 1 R So p�T. o Er: -ejJ�JuaRi TIKEP FK-rI PLAT FKEFCKEo e•r .cHN L) a1700,c.LS. O,&TEo rq,.RcH ZI , I16¢ P..TcH 4LL �f ,,;a ToF _�,L T .EEv 'F,r1j-L GIc,&DE5 To tE 910trI,,ZEO PER SOIL; k-1rTER Go Ei?.tT1a,J Gor1(117_Ic�': j7Ecer7�E�p TIO�15 �FRIFY &LL IJTILIT-f L.,r�E Loc�T,o,J� ,� FliL,o D pK1:.K To E�,ck�p7, I'.�ER POLE 51TE Ago rl, (o? PEJ.I ct.IfKµ •'� O r t• —T F��1 •: F- Kra e R (''o Loc�Tlo� IGIr AF, I 1• Oi pcl2F7 -P JET: F LE CiJ( LIME L.OGI-TEO /.G:J1 I r11 .( r>oWJ'N 3F O-J,:HE:TEa I-J L c :r12o.; FPeO0Z'r-K c'u�1J'TY ed It e C E o o3r•) OQ � � Ilo'' ioI L�f'�fEv eeE'�5 FCe�cE II PcgE oP Pt-erlrJT L; i T. I I II=RTrI (=�oJTrl IJ�I: L.�tJE� • • /1"EFT 0,Tc of FL 0 01 L ,J ,J491tT — A- C I h."t ejTPr"-J,:f Few BUILDING AREA TABULATION lop f rn e o cA uF rq F47 FL. K C oJTri rT k T E 9- tr 0 F L. P -- ; )T H 1'1^TLL, ek"LL 1. 1 :"112 V J L) FLIP. (;,OJTH 4:: '. .�-KT,4 olj5,) F: '- W -r H C L 12 -rH IJ I,, f - -Z c F OZ. � 6 // L? I. I c C 1z F ( 0 t: 4O4, P. z11 - T 1z 49 T I"' "" ' S ' �P'- 4�/A_PPR'G�'� D � � T E_ e o 1,5 T - T IZ C C- -T, LIO let 1.10, 0 0 -r.rOelf POLE E oGE Es 51 po..ir�G Io�tR b� 11PE Zip ; �aGaRE aFTE rJTS• �s t , n a IL (3 ��.. ^ Z' 41 iPPV�O'l AVE,* �C\ / / �/ ' �Pon)3 c �.•e.%.oal � �fl:tJ�l.E (f:t tE t :Ff.l.�\ _ j /% , � Ott c. � o.. � 17e�. .✓ I 'Y � // ---�P oEf�of Ni.:.rlrlr•('S �iRpr��Y.H�T�;�1 '� ► 1 -•� , : _ YotGJLFERr LirE \ �� t qht - _ y13.59i-..._- 5co' J 5�y r��tRr -- Gjt E/p�H 5.0e)�?YP 59 2G 3. ' KC- 6JTlf/-4:f. FEW H,c,4,--( / ��' :��1EElt'3 �i.Ecof'�t'tEtJr'/•T�ati!.� qyi G � G 1 1 ' 1 I N 1 9 , II I -ni II n I � q4/ Eticic5fu yip K e5- e,,j0opF1 t.KEO fMor' PL.*T F14FjKEo G! Jam•' o.tEo r-l.V7A ZI1195a P.TGN pLL c^.I;TRJG71o�1 :cPE'� / V " GPADE4 To be 91f f51LIZE0 PER :o•_ ! r c�N:E��11a�1 corlril':_Ir. �Cf?Iff LL IJtILITi L.,r6 LacooTl00. Ir f1ELc I r. o f' � E K f: I.( N o a r N 1F.�`�F.�rieR p'.o L�c�Tlo� ' Pc•EK f.,LE 3 C�Jf LI kl�t__o E i I yl-T ��P• 1 I� : zo F fSE1•'t^.E..EP�9t• -C.:ttB•.E;/IOT) /'C Li SF�ppLT � el I' / tr icJK4Ce�19L7 � 6 Ilo�c�o � L�r'+ITED cGtr3 pC�c@ Pe�lcE l;0CE of Pr�Erl 0orTH (,ok; rA L,J�o LArlt) 51TE j PfJJ atJY]f.L F�I�Ko.e ��.1.• .iICI�11T r1PF P� 2 F e a f'`t I. O I f. G IZ E '7 LocpTEo fr;.J? I BILE �JI,JcNE.TEa Ir1 ;jo�E.L.L 0,-T9ICT� Frao8r'ICK CoJ�'f11.�I�C+11�1/� 5E� 13 Vggy ►" b•c. •b" 1 �l . Z w M iw O J I, � � > ? U) = LLJ F- �Z Z IM� H ZILL O 0 Oft LL Jp µ� f '5030 SP-1 OF i�L L�r.r�' ~1 Azf y -.;LSE?r �: �p-pi,)•j ' ro (-fYP PE12 H,aHW/.i ' Er�=,.r'ft'j!•. rEco�i('rEHr'P?��t�= i BUILDING AREA TABULATION F+>-r•�%i- - 4a full I i I I - c THr, „ 'l W ��,,,/:9,1 C 0 V p ,oe 4or.,, fzil-1R 41,T.rl 43)� FI��AL SITE FL''t' APPRCVEC C��'''ti� DATE) u t n 5T. rT E- -T" �� — — j ' �' � Be IZEev LTYf� O clyr.)--� _ /P I G•IL0 l.ir�C F*LC- La t�e - 'y 4150,9 T-0- '3� ,V, I ,o S I-D 4i) 6S o 176 .21 .62 6 21 -7 41 h I: le -- ap L fle. S Qej 1�6 i N ' I1 i 7� I 3 J 7 I� 74 I ; I � 1 I N O � .c IfLL c ..I � IF I z i it NcN E IT I� v i 4 O y W' --kEf'i%E kP� Y i �C:ItK;E/�91) 'cJk� 5PH L1 0 It n _ EJO op 0 �- reJcc j+ „ I 1�J,1 (jIr-:-Hf.I- !C Sri► �Tfr. ♦rJ5f=110 f-V o L04,,I FA 6 `3 : - p,"I' tIKEF1 fJt�f PLAT PitEP�aEo eY JoN.! r C.&TF o r'IrRcH Z I 1�3a Pat--H & L L CCJ;(ituc10,1 .cPr<, �� ;�ToP L. f t L arLpCE5 To EE '1pL�� ZE0 PER /Ea,fY ^LL JTiLrTY L'r6 LOCpTlo,: Ir fiEL•C I'V 7 is , Zo' 37 - 41 veJJ oeJrRpL K��LFo�o �s �q.�1�r,oFc � o��o `• �/IGIF+I f"ipP --`1. I P� p- - 0 F -jF L j• olpctzE: v,,.JEK Po LE I (IJY u�lE LGG�rEO ps::J1 I f'IiLE �vtz1 H vP I.1 ,JcHE:TER IrJ 5(os�E��LL C T121C-TJ c,iiee c e 5r) L-r+,TEo Acce33 fe,.lce I31�' - SO eocit of, Pt- erlro ITT' 11 O-FTH (roJT,4 62000 LphIE) E e-f. • 6,1 O Cice Z O¢ - F— > _ O W Cc O Iw z IZ F- > =cn Lli x O U �.., z >z It.i !I cr M Z° op OF BUILDING AREA TABULATION V, I TH FT F ,2 H 6,- TA- L F T coup 40r;, F- Z" - T9 4' SITE PLAN EE T/A -V�O r--r— L-e�Ee u I�L�IJIVI�J ZZ zi� I y 7 I J ' 9. G ' 1 E oc Lo SE v tit IK Jp•f f+f3o�E I � -- �----- p�1�1fF7 :r•r.:cK c�E$fHFpO ALE"K' Tf.:. !'P-4 L.r- I E ELEcj►Zi F1EIt P',LC. f� CC f± 6f-, 1''5TR 5-0^ ,T.f1. 4=7 84 VeI5 To RarO �-TRAJc.E ?OT.6:, =.\-1-11• $4 t00 STr.R To:E% `• PFOE4,TA4 L.IGOT CHKO avvo E oc, C3 I. Z" r1uy o4EK B" 1iPE ZIP �aGGKEGPt A 1 i•�_-� CCA-2 cJRO �.1. 5. z .I 1 it I itO` T.0 Z.a cG-z • _ G , c, f 4T' ✓ �I Z Z 5 till � 1 % �'/ iirr � / ��1K�.•E 1. YtI''F �< �!�/ rj� r�p1Ll; a %•a�I I �[/ :C? Zq / if " i�r i' Grlc ' E IZ5.�d I r // y/r-UL1 CPT �I - r — ot5-0 IF H I -� 4 FA t -;zl,* 4d 41 q&. 415 f `-1pJrJ�F�,E�'iflAN.E�- ' pi+ERT Es151��G � `� � a4' �._ _ _ _------�—.._—.��.� 313.cj2�1... _ I OIicM iLoJ L41E % %( �. ' I °555y------- - --- --- - '�c�wEK* Q � G.lC op 4 A All' 0111'11`1111�: ('D.6. S.o"� 371'f,TF- 9v,..7T-r 0") o E9: y 60JIJ0,1 PI DY JoM,f'1, q•°oC,c.L�,' r P�TcH y�L ,Co►�.g?RJ�Tiow±:5�;ait5 ��"G� TOP S0tL GtR�S'5 Sago dKtDE3 To bG 9?�, tl"ZED PER 901�0,&TCR co SEti��T,ei.t Ga�j'1,7�ia 7. jtEcoT'1f B�OrTio� dCaif(. pLL UT►7{.��6 fo 14 �--- �. o t ,ec It 6 9 - — �Pa�Gtt PaLG.4 yJY uae Loc.,&Tzo L1500r I rl .t I OIITPI. of ---- WI�JcH6�1t12. Ir1 �'(e�El��►LL DIGT�Ic', > . ' ,�,: . . FKeoElticksod�ITY.;,�t�C►I►+�f J r ., 2:r �T ;t L ►�oxtr�. (go��rt. eaij,Jo L�aJt� ,�� , : � -,;, -, �9Zpor.77 : G C9,121, TYP 9 FL t<< etJtK,F.1ce pEFt IgNi� Y q. -- r .gyp � et•�t� ecM�� ,,,�, . - 9y/ �c�' �, .�•: ,. .=; ..r sy =y •"n� .,o ' t' h ,�:. ,. F ' � ��# .tYIbTr F� .p,Y l'Q. _ BUILDING AREA TABULAT'tON - Tory►?�1 FIZo�C9E o 2`5t�lrta rIo1 E L /46 aj e-.,T Foorll9) = �f s�l , jK�,�'y� OFF GE ':JPP°RI ' c iPoJ 10.fLooK <5o%J'PI, s�, 102q 5n ff. T' } I'tip�1t=+Ea�� pP.�aif'�EI,fT' �EC'N'O. fL.fz C9vJSN l��fa4� I°,Z � '`,+ 44 .' r � _' `'�^�'""rric�.... •gJs.`� J qGl._, " , ('1cTEL.OuILDIG0 FLIP., Oj7H•yJ f'TCIEL eJiLOlj6-'SIP-1 0 FLK:'Er-JoKTtl r'1oltL. 15JILOJiC1-'.SEco,00 FLa,•,"C,7oU?H I j'C57 t'to EL. 6J,LOrF(Q^ aE Co LID fL♦t'•Ci%0KIH 1«Ir�G� �p jo ENCLcg2� wfLK`Eco.Jt7fi.kt• loo`� ToT,,L 18 r (a42 6�2 A . BALE t16� ye s 'fEt�i•`__'�'�:,O�E�tNl�o"�ELEc'F�['c �.1BLtPNo�t L��IE, a l JpT E jt �i+lmiP0�'fg 15;4L0.5904r eOr L'j FAFIC I • + Li rl T9 of 'te' riroK,4p—f co49TR JcT,o jJ CiTIZAjcE '73:og� • •2.'.--..-L-4 REVISIONS CHKD APPD C� 0 -4 A .V-t A?,J L* PAC 64 CJL�E-Vr e TP415 L.OcAT'OtJ, rAo,'ro 409510 OP &, OEM4 -J.C.W. rl,*44T,A-iO PP Tz' PKI-09JT OF rijo rjl5L v IE D'TcHl f La.1 1.5 le I, oldo j;,15(,O Ll bLE r)f'l r1k .4 41,), 06" GAO. X.-C�0* .416. Ar: Twtl - - - JPTL♦6 n OA K. OJ I E I I I y�I 5/' 10 �I 50.�0 l01 t- cTE;V Lcl�C-411`1(51-3 LTD. BoJrJopaT TIKt1l f:af� PLAT PK0p/RE0 CT J. Goo 0E,G,L!7. DarB o f ��RcH Z I r 1964 PA.TcH ALL cajyT1tUr'j'O1 Top Soil GaPg� 5tE0 f «1r L GRADES To gt 91p151LIZEo PER ter• eoiL 4 W1,.TER co�,Ea�llior� Go�t�i75iea9 PecornrlefJO�Tro�3 ieiZ f1 6LL JtrLrT-( Ltt O LocpTro�lt ld F. -o ri-9 To Eric�•�pTo� - Po�1eK Pole C-e Zoo Uk ` N - - vj zol r M - .N i N 1 51TE PL�•�J /415.t ,.8 _. `u 9r~�• +91.3 !h.9T \ : ,� Pr0lp Lec�Tio�. _ ,SrTt bi � r KN�e�o Kam- 1 T,n.R° +eMw fy�LR.pe '. �irGr r11T•{ f't�P � �a j _L— _ Pao PoS e C) r-1079L. d � !+ r o�1c.`SroE�fL�C �. of �aclZt;9 r o H o r F ..— a . clj' .060 PoLf- 4 GJi Lu1le Loc/sTEo Aeojr I r1 �E �? F ~- P �i,jcHeoTER I>J gTo�lErlpLL Or�Tt2rcT� oP cloi / �Re a�E 'sf cQxa(e01OT.") FKEOEKIck coJ►17f 11s�Z.l',• cJ� I . = SS gt 2 @3 1• �O/ � ° Pi..rr.1c+I CEf19ti -o � p �cJK6CtirOf.� Fro GJKB _1 / 110. o L n TEo ceE'� .Pence Ky.o►Jft� crTc�-- eogE oP P,--ttlerJT N-KTH (9oIJTA, poJ�O -Ape) (ice 0 � �O E�G�,�f•E(t9 �CEcof`�("iE,Jca7,o,•1s BUILDING AREA TABULATION rloTEL (4b GJE='T Poor"',-) JtFirE ; �JPPoRT CmlZoJJ0 FLooK C5oJ1H �p,Jp �E-: pPPaTr�EF� -;5C"rO FL- ("�,LlTH r-toTEL 2•,JtLDi�JG FLIW- o2dl 444t I-rt_'EL t��C�NG-,'rizo��.IG (Lfz. Ct-��KTrI tJirJG7 i'Joo �cTGL P� LDiNa - 4Eco,JC FLa=-J7H l�i��i) 4,147- EcofJo F 0Z (F 1c 11H 0 1�G) %b-• .l EN-��:,E✓ waLk�lf-{'=EcoOfL4z• o0 TaTAL 18 FINAL SITE PLAN �Exxo� Copp (00. qoy, F. z li -T2. 49 ,Tr' 45) i tti1PJr'+P To . 11.1.4S tzI-21 Iz' I 4c aa'PPfxk cgs C,Ti�� .• / IL a 91 "lu ~l 'ZOGK ut O/Fpt. ,�b.til. ho. tol CrIGLoSEp�f K ' lJpi tBo.ie � LGC:IGNL/ rj q{2toe . F„J��N Cai�tct _gT ',Tour' 5t�ea 'S '�CrJ�1/��Y 9ElJt� _Eft --1 p.EKMe� CLEc+�t�c ?QL JtT E � E eLEcTaic 0 S,Dgr-I tj,,TElz CfTcr+ gee ,3 1ernaee'TO Tt�•i 99 JIM wee Pot%eK F-LE ��1�1�N�5TE� LpD rI�Gg LID. TR, 0) �� 0 Gd1 - I . Ut'Ek{ot1cH FLo� L 4 Eeo cJL�Ei<t �-r— G 51 &o 46' 60l g 9G Al zi .. GIK/.-eL Pj.aKIOG /t•pEj oo _ 'ooJeLe pK� le 4SE,Ay) - NO- jofo�'zo"E IZB.Go' ` \1 Z 3 b$ Dv 51* 3 gyp. oef HOH4rV.A *f'lIZTA-1 4 g1a.14ffzo [�17Rh�IcE rr _r ,,��= Oro 4 .`4 , .r 5 i S j 4 {k ►} tsdtA7et.+iti 94r^sPN~lf f f-I C Lo C� 1 t (JS VrO.. �' 4 Ito 581E I,& L A o e 0 To eg .5.r,& reo peg 9Q, L iJA- T 9 Co P,5 9 114,Al I'D 0.11 - co,ri ril-35)0 olr It I F�.'►L L 6JIll- IT-C. L.' tl 6 f rx- It TO 6 it o Po Yo,�ErtpnLE 44., ,de I r11I L, ► .o H of ITO e lJ^L- L. 0,,tTP!'al tk Pt�l-5?R Ll ?Z W ItT A (51IJ-K 6QJN0 L,.J&) rip"I qwm� m R 0 O 0 � _ 0 LLJ CY Z'74' JL & � rl '.) � � � ) . . 6 0 1 K,* rc 9 F t 12' H I dkH tNG t eKt 6 vt Of' Ar BUILDING AREA TABULATION.1 rlojet (4c) rAJElBT Poor"`;) T9 4 T. rl Jr,) Iot9 5Q.rT 4A4' rlV'r 9 L 15AJ#LOl0d rqol 0 L C)*J I Lot dh R CP ljo 0 FOR jj c g T t4' 4.4 44 t rn a T e L tl i L 0.1 J('A f Lit C,b EP 4&Ae t ivw'o F LIC 4, y6- t lie % L. j Vre p i — 'P,C�LeTl� 0 It VAZ, NZ 13,o6LS liet 4A4-r - I JJ., �,15tcuigt LY 5akiijo is, Lt s peoi-peo vj KA e, L LJOT11, oelki Ito rl'-4Aw, ?l L. W Ple All PP041of Ter1poK,4Kl. COOil RJc IOJ f�TIt,&OCE PAD ¢ c-�J�Egl' a THit, LocrTloPAO-Ta cQ� 511 OP ro' OEPTra ./D.v1.SIZE-*1 A40KEaa1E. _. rl,*IPT`14 PAC To flfe-49I T T1rAaKi1jcA oP " pw K zOjTct4 Lot cJL. E r� EDGE of C.L 0 VERDA L E FA RMS -IN R, 52, T. Jf. 43zb/. 60' RIW 5 c.h.m. N 60 c-48'S8 "E 33 6. 3 ` 0�0 00 G�00 °°\�� I �en11 -Cb01-17 rsAr 4 , ' Land of Phillip B. Glaize an Fred L. Glaize III I ^� 1.401 Acres U! / 560048 58"eY 3/3,59' oFyf 20' SAN. SEWER EASEMENT ' E CHARD �412. 'D. E. 519, P. 143 > No. - EXXON CORP. D.B. 405, P.277 �1VD SURIJ ° TR. 49, T.W 43 60' 40' 20' 0 6p' I SCALE IN FEET / 50' RIW RESERVED 5i IN D. B. 200, P. 9 N 5512639 9 E cl Cry N , 5'23'19,Iypole.i98.36Lnco3°43'S0"Eo° t�n 107.33 polo,,5O'R1W o hm Iff end oo, en 50' lfence p S56°43 50' W /,p, , 2 //0.90 1 U.S. HIGHWAY NO. I I j The above tract of land located on the Northwest side of U. S. Highway No. 11 and on the East side of goad No. 661, about 1 mile North of Winchester in Stonewall District, Frederick County, Virginia is bounded as follows: Beginning at (1) an iron peg set, a corner to Winchester Lodgings, Ltd. and on the northwest side of U. S. Highway No. 11 and the Southwest sid of a 50 foot right-of-way; thence with U. S. Highway No. 11 and the 50 foot right-of-way S 56 deg, iron pe43 min. 50 sec. W 110.90 feet to (2) an g found, a corner to the Exxon Corp. lot and the East side of the sanitary sewer easement; thence with the Exxon Corp. lot 11 29. deg. 11 min. 02 sec. W 196.44 feet to (3) an iron peg found; thence still with the Exxon Corp, lot S 60 deg. 48 min. 58 sec. W 313.59 feet to (4) an iron peg set on the East side of doad No. b61; thence with the East side of Road No. 661 with a curve to the right, the Radius of wh_c 1 is 360.00 .feet for a distance of 129.29 feet to (5) a concrete high ' marker, a corner to the Cloverdale Farms, Inc, and the South side of a 60 foot right-of-way; thence with the South side of the 60 foot right- of-way and then, with Winchester Lodgings Ltd.35 feet to (6) an , Ltd. N 60 deg. 48 min. 58 se iron peg set; thence still with Winchester Lodgin Ltd. S 33 deK. 16 min. 10 sec. E 29m9.23 feet o Lt:e point of beginning, containing 1.401 acres ore or less. , a.. i'. l t KIChA,til 0 OOI)E, C. L. S. dEAZ,YVILLE VI!tGINIA h'LAi'Ch 2.1_ j:984 h 9I., DALE FARMS'-INC.. T. Af. q 3 5 c.h Y'% ' ,v � L SQ$B RICHARD U. GOODE v t;0. 412 o¢ �ND SUR-'�O r 6 RI W - - " N 60 .Land of Phillip H. Glaize and Fred L. Glaize III 1.401 Acres W 315.59 20' SAN. SEWER EASEMENT 0.B.519.1!?143 EXX O V - CORP. D.B. 405, P.277 TR. 49, 7:A4.43 CU' 40` 20f 0 60 SCALE 1N FEET t 50' RIVY RESERVED � 1N D. B. 200, P. 9 ,pole N55023 19 E /. ,t�. 9 6.9 4 S55-23.t9,W pole`, 9 8. 36 LQ 10 a m � Q� 3 N56 °43'50 "E "' ° —` ! Q ?' 33 ' pole j Icy rf ,fi�_ �v 1 R/ YV, 2 11T-ite Q enc! o cces 0 �Q` �y��RC$ ), ence 1.p f S56043 50' WY l,P,S. 2 / 10.90 U. S. HIGHWAY A/0. ll -2 The above tract of land located on the Northwest side of S . U. Highway No. 11 and on the East side of noad No. 661, about 1 mile North of Winchester in Stonewall District as follows: , Frederick County, Virginia is bounded Beginning at (1) an iron peg set, a corner to Winchester Lodgings, Ltd,, and on the Northwest side of U. S. Highway No. 11 and the Southwest side of a 50 foot right-of-way; thencs with U. S. Highway No. 11 and the 50 foot right-of-way S 56 deg. 43 min. 50 sec. W 110.90 feet to (2) an iron peg found, a corner to the Exxon Corp. lot and the East side of the sanitary sewer easement; thence with the Exxon Corp. lot N 29. deg. 11"rein. 02 sec. W 196.44 feet to (3) an iron peg found; thence still with the Exxon Corp. lot S 60 deg. 48 min. 58 sec. W 313.59 feet to (4) an iron peg set on the East side of doad No. b61; thence With the - -� East side of Road No. 661 with a curve to the right, the Radius of wh` ch is 360.00 _feet for a distance of 129.29 feet to (5) a concrete highway ' marker, a corner to the Cloverdale Farms, Inc. and the South side of a 60 foot right -of --way; thence with the South side of the 60 foot right- of-way and then, with Winchester Lodgings, Ltd. N 60 deg. 48 min. 5$ sec. 336.35 feet to (6) an iron peg set; thence still with Winchester Lodgings Ltd. S 33 deg. io' nin, 10 sec. E 299.23 feet to ti.Q no nt .,of be znnI containing 1.401 acres more or less_ f �: g g' t�I.Ch:,�ti3 UOUJEC. L. S. F3E. YtIZLLE, VIHUNIA h� HCx 21_ 1g4 r 91 9