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Oakdale Crossing Shawnee District - Backfile (2)
SUBDIVISION CHECKLIST The application is not complete if the following are not present: Submission Package 1. Two sets of comment sheets from the following agencies along with any marked copies of the plan; VDOT L" / City of Winchester L Co. San. Auth. L Inspections Dept. L Co. Hlth. Dept. L- Parks & Rec. U Fire Marshall "� Local Fire Company ��- AirFt--rt'. 2. 2 copies of the subdivision application 3. 15 copies of the plan on a single sheet 4. 1 reproducible copy of the plan (if required) 5. a 35mm. slide of the plan *_ One copy of the application and comment sheets, three copies of the plan and the marked plans from the review agencies should be enclosed in a package which will be forwarded to the County Engineer. TRACKING Application Received %z Subdivision Information forwarded to Consulting Engineer 3I33.08 /O 39 Review/Invoice received from Enginelex0 2/ 0 Fee Paid ( amount $ 1 ) O� • 48 iLr—, ff�* ) cy Ehg1 ne� -Fee . -"L9SE 31l1 bts) Subdivision heard by Planning Commission Final plat submitted with review agency signatures and; deed of dedication bond estimate Final plat information forwarded to Engineer Review received from Engineer final Fee paid 11 (o � Z— 3 yrl GLAIZE DEVELOPMENTS, INC. sox 25ns A, Q � ,� ox r WINCHESTER, VIRGINIA SANG& ao4- RECEIPT f; F:tEDER,CK COUNTY DEPT. 01= PLANNING AND DEVELOPMENT { P.O. BOX 601 • 9 COURT SQUARE � = 0224Ld WINCHESIER, VIRGINIA 22601 i i AMOUNT DUE _ $ 3733.09 DATE AMOUNT PAID RECEIVED FROM .3733, v b a BALANCE DUE ADDRESS J «- 'y' Z / a THE SUM OF �`:(-1� . �' Rlnv _ _ DOLLARS v 7 3. 08 PAID BY � CASH FOR CHECK Y v o J OTHER BY 1 DAY TiVERS RE ORDER No. 3221 — Printed in USA j ► t i; COUNTY of FREDERICK John R. Riley, Jr. County Administrator 540/665-5666 MEMORANDUM Fax 540/667-0370 E-mail: .... r' easy t-. -_.. _._- jriley @ co.frederick.va.0 s TO: Board of Supervisors FROM: John R. Riley, Jr., County Administra } RE: Temporary Barricade Between The Ravens and Oakdale Crossing DATE: June 10, 2004 Frederick County strives to provide its residents with high quality emergency services. A significant measure of a quality emergency service is not only the individuals who perform the service, but also the time it takes to respond to calls for emergency services. Reduction in emergency vehicle miles traveled will decrease emergency vehicle response times, resulting in improved emergency services. In recent months, one of our local volunteer fire and rescue companies has relocated to its new facility to better serve the community. This is just one example of how the emergency services system has improved. The County is also working to improve the road network to facilitate reduced miles traveled. It has been determined that emergency response times will be significantly decreased by enabling emergency vehicle access between the Oakdale Crossing and The Ravens Developments. Therefore, the County will be removing the barricade from Dewberry Drive on June 21, 2004 to facilitate an improved vehicular access. It is essential that the removal of the barricade be completed in a timely manner, with minimum impact on residents. The County, in working with the Virginia Department of Transportation, will monitor the use of this roadway, and install additional stop signs at key locations should such action be deemed necessary. cc: Millwood Station Volunteer Fire and Rescue Company Greenwood Volunteer Fire and Rescue Company Gary DuBrueler, Director of Emergency Services Robert Williamson, Sheriff Jerry Copp, Virginia Department of Transportation 'Eric Lawrence, Director of Planning and Development Jim Petry, Jeni Company 107 North Kent Street • Winchester, Virginia 22601-5000 COMMONWEALTH ®f V IRGI IA CHARLES D. NOTTINGHAM COMMISSIONER Mr. Franklin J. Neitzel C/O Lax, Ltd. 101 Providence drive Winchester, VA 22602 DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE EDINBURG, VA 22824 JERRYA. COPP RESIDENT ENGINEER TEL E (540) 984-5600 October 26, 2001 FAX (540) 984-5607 Ref: Private Entrances — Lots 1 & 5 and 3, Oakdale Crossing Subd., Section I Route 1265 Frederick County Dear Mr. Neitzel: Enclosed is your approved Land Use Permits #855-05907 and #855-05908 to cover the construction and maintenance of two Standard CG-9D Private 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 1265 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. Please give Mr. Dave Heironimus a call at (540) 535-1828 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, do not hesitate to call. Sincerely, Terry W. Sigler Hwy. Permits & Subd. Specialist Sr. TWS/rf f-I F C ENE D Enclosure xc: Mr. Dave Heironimus OCT 2 9 2001 Mr. Bill Stover, Jr. Mr. Jeremy Camp ,T n= oI anmilnirm=uFI np��=,, WE KEEP VIRGINIA MOVING 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 April 16, 1998 Mr. Joseph Mohr Ref: Lot #8 - Oakdale Crossing Subd. 323 Tudor Drive Route 12165 Winchester, VA 22603 Frederick County Dear Mr. Mohr: Enclosed is your approved Land Use Permit #855-04405 to cover the construction and maintenance of one private entrance at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 1265 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. Please give Mr. Denny Lee 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. CJR/rf Enclosure xc: Mr. R. D. Hawkins Mr. D. E. Lee Mr. Kris Tierney incerel r Cu ' Is J. Roy Hwy. Permits & Subd. Specialist Sr. C.: WE KEEP VIRGINIA MOVING COMMONWEALTH of VIRCJINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER RESIDENT ENGINEER TELE)703)984-5600 (703) 722-3460 FAX (703)984-5607 May 16, 1994 Mr. Jim Petry, Vice President -Development The Jeni Company P. O. Box 2598 Winchester, VA 22601 Dear Mr. Petry: Ref: Oakdale Crossing Subdivision Route 657 Frederick County I have recently completed an inspection of the above referenced project in an effort to develop a final punch list. The following is a list of items which will need to be addressed prior to considering the streets eligible for addition into our Secondary System: Crostleigh Drive 1. Clean Structure #D1-3 grate of debris. 2. Repair pavement settlement at intersection of Crostleigh Drive and Fairfield Drive. 3. Replace broken curb and gutter at Lot No. 54. 4. Replace broken gutter pan and section of private entrance at Lot No. 48. 5. Repair pavement settlement at Lot No. 58. Fairfield Drive 1. Remove drain pipe and replace curb and gutter at Lot No. 48. 2. Repair pavement settlement at Lot No. 53. 3. Flush and clean culvert of debris and replace EC-1 as needed at Culvert No. 12. Hunters Ridge 1. Remove drain pipe and replace curb and gutter at Lot No. 45. 2. Repair pavement settlement fronting Lots No. 26, 35 and 37. 3. Approved plans indicate 80' of 18" R.C.P. at Culvert C-13, however C.M.P. was installed. TRANSPORTATION FOR THE 21 ST CENTURY Ref: Oakdale Crossing Subdivision May 16, 1994 Page 2 General 1. Patch lift ring holes on all drop inlet structures. 2. Regrade and add 21-A as needed to temporary turnarounds. Also, temporary easements will need to be provided to accommodate the turnarounds. 3. Replace all private entrance gutters which fail to meet approved CG-91) detail. 4. Install standard VDOT stop signs at appropriate locations. 5. A drainage easement will need to be provided to enclose the stormsewer system at the south end of Hunters Ridge Road. 6. Several disturbed areas behind the curb and gutter will need to be regraded and seeded/mulched. Upon completion of the above referenced deficiencies, please contact this office to schedule a reinspection. Should you have any questions or concerns, feel free to contact me at the Winchester Complex at (703) 722-3460. Sincerely, William H. Bushman Trans. Resident Engineer By: Steven A. Melnikoff Hwy. Permits & Subd. Specialist SAM/rf xc: Mr. R. B. Childress Mr. R. W. Watkins COMMONWEALTH of VIRG, INIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER July 2, ,1993 Mr. James Petry, Jenni Company P. O. Box 2598 Winchester, VA Dear Jim: V.P. -Development 22601 WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE (703) 984-4133 FAX (703) 984-9761 Ref: Senseny Glen & Oakdale Crossing Subdivisions Frederick County As requested I am enclosing copies of our entrance specifications for the referenced developments. A standard PEA design will be required in Senseny Glen. I am also enclosing a listing of driveway culvert sizes which was provided to us by your design agent, G. W. Clifford & Associates, Inc. A standard CG-9D design will be required in Oakdale Crossing. The minimum width of the entrance gutter at the backside of the radii is to be a minimum 16' unless there is some prohibiting factor which then a 12' width can be considered. The entrance radii is to be measured from the face of the street curb to the right of way line. During a recent review of the development, we noticed several entrance gutters have already been installed incorrectly and will need to be replaced prior to addition of the streets. If you or any of the individual lot developers would want to meet to discuss our entrance requirements or the corrective action needed in Oakdale Crossing, please contact Mr. Steve'N,Ielnikoff at our Winchester Area Headquarters at (703) 722-3460 between the hours of 7:00 a.m. and 4:00 p.m. Monday thru Friday. Please keep in mind Mr. Melnikoff will need at least 48 hours notice for any and all inspections. Should you have any questions, please do not hesitate to contact me directly. Sincerely, William H. Bushman Trans. Resident Engineer f� By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior����;;�'� RBC/rf Enclosures xc: Mr. Steve A. Melnik -off Mr. Robert NV. Watkins TRANSPORTATION FOR THE 21 ST CENTURY COUNTY of FREDERICK Department of Planning and Development 703/665-565�1 FAX 703/667-0370 August 15, 1989 Bowman Trucking P.O. Box 8 Stephens City, Virginia 22655 Dear Mr. Bowman: This letter is to confirm the Frederick County Planning Commission's action at their meeting of July 19, 1989: Approval of the Subdivision Plat of Oakdale Crossing for 68 single-family lots on 39 acres. This property is located 3500' east of the Route 81 and the Senseny Road intersection, fronting on Senseny Road, in the Shawnee Magisterial District. Engineers need to reach agreement on appropriate TC (Time of Concentration) to be used in calculations. This will need to be accomplished prior to final approval and the fee of $1,103.08 paid (bill enclosed). If you have any questions regarding.,your subdivision, please do not hesitate to call this office. Sincerely, Kris C. Tierney Planning Deputy Director KCT/dkg 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 COIMIMONWEf11.TH of V1RQj1N1A DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER ( 703 ) 984-4133 RESIDENT ENGINEER March 12, 1991 Mr. Mike Hammer, Proj. Coordinator Ref: Oakdale Crossing Subd. G. W. Clifford & Associates, Inc. Route 657 200 North Cameron Street Frederick County P. O. Box 2104 Winchester, VA 22601 Dear Mike: I am writing in response to your letter of February 25, 1991 (copy attached) which concerns drainage revisions at the end of Huntersridge Road in the referenced development. As you are aware, in order to maintain consistency with our subdivision drainage policy and the remaining sections of this development, the 30" culvert in question should be reinforced concrete. However, since the drainage system is already in place and appears to be functioning properly an exception will be granted and the C.M.P. can remain. Please do not interpret our decision to mean R.C.P. is not more desirable under a curb and gutter section. Furthermore, this exception is being allowed only in this case and should in no way be considered the norm. I would like to again take this opportunity to stress the importance of submitting revisions to this office for review prior to their implementation in the field. If we would have been allowed the opportunity in this case, this letter would not have been necessary. In order to update our files, please submit two (2) sets of plan sheets 5 and 10 of 15 which show these revisions at your earliest convenience. Should you have any concerns, please do not hesitate to give me a call. RBC/rf xc: Mr. F. E. Wymer Mr. R. W. Watkins Buckley-Lages Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior TRANSPORTATION FOR THE 21 ST CENTURY C� ryE 14WYV?� 'y I �y' t COMMONWEALTH of VIR QINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-4133 March 20, 1991 Mr. Jim Petry, Bowman & Glaize P. O. Box 2598 Winchester, VA Dear Jim: Vice President 22601 (0 xpR I-C— X / N'q Su •8 -DI V WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Oakdale Crossing Subdivision Roue 7 Frederick County As requested by your contractor, Buckley-Lages, Inc., we have made a final inspection of the above referenced development. It appears the rights -of -way have been constructed in accordance with the approved site plans. Therefore, the streets may be considered eligible for acceptance into the State's Secondary Road System when the following conditions are met: Serving a minimum public service of three (3) occupied dwellings per street. The addition is requested by the Frederick Board of Supervisors through resolution. The streets must be maintained in their present condition until time of addition. As you know several lots are beginning to develop. This development tends to cause damage to the rights -of -way, therefore, it would be to your advantage to control this until time of addition. Also, please be reminded all individual private entrances are to be installed to our current CG-9D specifications. Fcr your use I have enclosed a copy of said specifications. We would appreciate the opportunity to inspect the individual entrances to ensure proper installation. To arrange an inspection.you may contact either myself or Mr. F. E. Wymer at our Winchester Area Headquarters at (703) 722-3460. As before, we will require 48 hours notice. I have also enclosed for your use a copy of information needed prior to acceptance of subdivision streets into the State's Secondary System. In addition to this information temporary turn around easements will need to be provided at the ends of both Laurel Wood Drive and Hunters Ridge Road. Also, an executed agreement between this Department. and Frederick County will be required which absolves us from any maintenance or liability responsibilities of the stormwater detention basin. Should you have any questions concerning the above, please give me a call. Sincerely, William H. Bushman, Trans. Resident Engr. Mk, 2A!^91 ' I I {I RBC/rf By: Robert B. Childress, RNy. Permits & Subd. Spec. ---_- Enclosures Xc: F. E. Mw er,` R. W. Watkins, Jim Bowman, Fred Glaize, Mike Carroll, alike Hammer TRANSPORTATION FOR THE 21 ST CENTURY IN COMMON -WEALTH of VIRCINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 EDINBURG, 22824 RAY D. PETHTEL WILLIAM H. BUSHMAN COMMISSIONER (703) 984-4133 RESIDENT ENGINEER January 8, 1991- Mr. Mike Hammer, Proj. Coordinator Ref: Oakdale Crossing Subd. G. W. Clifford & Associates, Inc. Route 657 200 North Cameron Street Frederick County P. 0. Box 2104 Winchester, VA 22601 Dear Mike: We have noticed several lots within the above referenced project have started to develop. This is just a reminder individual private entrances will need to be installed to our current CG-9D specification. For your use I have enclosed a copy of said specification. Please ensure the developer understands our requirements regarding the above for as you know we have had problems with this in the past. We would appreciate the opportunity to inspect individual entrances to ensure proper installation. To arrange an inspection, you may contact either myself or Mr. F. E. Wymer at our Winchester Area Headquarters at (703) 772-3460. As before, we will require 48 hours notice. Should there be any questions, please give us a call. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Enclosure xc: Mr. F. E. Wymer Mr. R. W. Watkins Mr. Jim Petry Mr. Mike Carroll JAN 9199! r t. HARRISON &JOHNSTON ATTORNEYS AT LAW WINCHESTER, VIRGINIA BK753P803 { 4 THIS DEED OF DEDICATION and DECLARATION OF SUBDIVISION, made this 1`- day of (-e, 1 1990, by and between GLAIZE DEVELOPMENTS, INC., a Virginia Corporation, of the one part, hereinafter called the DECLARANT, and the COUNTY OF FREDERICK, VIRGINIA, of the other part, hereinafter called the COUNTY. WHEREAS, the Declarant is the owner in fee simple of a certain tract of land situate in Frederick County, Virginia, to - wit: all of that certain tract or parcel of land together with the improvements thereon and the appurtenances thereunto belonging, containing 32.8575 acres, lying in Shawnee Magisterial District of Frederick County, Virginia and more particularly described as Oakdale Crossing, on that certain plat and survey by P. Duane Brown, C.L.S., dated April 12, 1989 (revised August 9, 1990), attached hereto and by this reference made a part hereof and being the same property which was conveyed to the Declarant by deed from Bowman Trucking Company, Inc., a Virginia Corporation, dated January 25, 1990, and recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 738, at Page 426; and, WHEREAS, the Declarant now desires to subdivide the same into lots to be known as Oakdale Crossing, and to evidence that the above and foregoing subdivision of the above described property as it appears on the aforesaid attached plat is with the free consent and in accordance with the desires of the Declarant, and the Declarant does further desire to subdivide the aforesaid property in accordance with the provisions of the Virginia Land Subdivision Act as are applicable and the applicable ordinances of the County of Frederick, Virginia, and further to dedicate the streets and easements and other amenities as shown on said plat to the County of Frederick, Virginia. r BK753 ?GO 315 HARRISON 6 JOHNSTON ATTORNEYS AT LAW WINCHESTER, VIRGINIA NOW THEREFORE, THIS DEED OF DEDICATION WITNESSETH: That for and in consideration of the promises and the benefits which will accrue by reason of this dedication, the Declarant does hereby subdivide all that portion of the land designated as Oakdale Crossing, located in Shawnee Magisterial District, Frederick County, Virginia as more particularly described.by the aforesaid referenced plat attached hereto and made a part hereof and does hereby dedicate those portions of land set apart for streets or other public use, as designated, and do hereby create a public. right of possession in the same, all of said land being the same as described hereinabove. RESTRICTIVE COVENANTS AND CONDITIONS The lots in said subdivision shall be subject to the following restrictive covenants and conditions, except as stated otherwise, which shall be considered covenants real and running with the land, and shall be binding upon and enforceable by the Declarant and all subsequent owners of said lots. 1. All lots shall be used for single family residential purposes only. No home occupations shall be allowed. 2. No signs or advertising of any nature shall be placed or maintained upon a lot, except for signs advertising the sale or rental with regard to said lot such signage, excluding the entrance(s) to the subdivision, to be no larger than five (5) feet square. 3. No motor vehicle which does not have a current license (plate and a current Virginia inspection sticker shall be placed for permitted on any individual lot or street. 4. No boats, trailers, campers, trucks or other similar Ivehicles or equipment other than automobiles, motorcycles and (pickup trucks of 3/4 ton or less, shall be parked or located upon any lot or street except for the time reasonably necessary for -2- BK753PG0316 the delivery or removal of goods or services to or from an individual lot. 5. No animals, livestock or poultry of any kind shall be raised or kept upon any lot except that dogs, cats, or other household pets may be kept, provided they are not kept, bred, or maintained for commercial purposes. No individual shelter shall be erected for any dog, cat, or other household pet allowed by this paragraph. 6. No fencing, except as specifically stated hereinafter, shall be permitted in the front or to the side of any residence located on any lot and any fencing to the rear of said residence shall be attached to the residence itself and shall be not greater than six (6) feet in height from the ground and shall be constructed of either wood, stone, stucco, or brick, or a combination thereof. Use of wire or chain -link fencing is expressly prohibited. Any gate may be of iron material. 7. Only in -ground swimming pools shall be permitted with a structure to house equipment to be constructed of wood, stone, stucco, or brick or a combination thereof. Fencing shall be allowed around the pool area provided, however, that the fence shall be constructed of either wood, stone, stucco or brick, or a combination thereof. Use of vinyl or chain link fencing is expressly prohibited from any fencing around the pool area. Any gate in the fence around the pool area may be of iron material. 8. No noxious or offensive activities shall be carried on or permitted on said lot nor shall anything be done or permitted thereon which may be or may become an annoyance or nuisance to the neighborhood. 9. No lot shall be used or maintained as a dumping ground HARRISON d JOHNSTON 11for garbage or rubbish. Trash, garbage or other waste shall be ATTORNEYS AT LAW WINCHESTER. I OINIA HARRISON 6 JOHNSTON ATTORNEYS AT LAW WINCHESTER. VIRGINIA BK753PG0317 not visible to the neighbors and said containers shall be placed or stored in front of any residence only on the date of the garbage pickup. 10. Each lot shall be kept mowed and maintained in a neat and orderly condition at all times. 11. No exterior antenna of any type, including television satellite dishes for the reception or transmission of radio or television communications, shall be erected, used or maintained on any structure, on any lot, at any time. No solar panels or solar heat collecting device shall be allowed. 12. No clothesline or hanging device shall be allowed upon any lot except for an umbrella type device with a diameter not exceeding seven (7) feet which shall be located in the rear of any residence. When such hanging device is not in use it shall be retracted and stored. No clothing or other washing shall be dried outside a residence except during the hours from 8:00 a.m. to 6:00 p.m. 0 13. No dwelling shall be erected, placed or permitted to remain on any lot which has less than 2,000 square feet of living space above ground, exclusive of open porches, carport, garages and basements. Any split level dwelling that is constructed shall have 2,000 square feet of finished living space and in calculating the same only the finished portion of the lowest floor above ground shall be counted toward minimum required herein. 14. The exterior of any dwelling or outbuilding shall be of wood product, stone, stucco or brick or a combination thereof. 15. No easement or right of way shall be granted over any lot except for utility easements, or drainage easements, and, except for drainage easements, all utility services shall be placed underground. -4- I HARRISON d JOHNSTON ATTORNEYS AT LAW WINCHESTER. VIRGINIA 6K753PG0318 16. With regard to any corner lot (where two or more streets intersect) there shall be no planting, structures, fence, shrubberies or any obstruction placed or maintained which has a height that exceeds three (3) feet above ground level, said restriction to apply to an area measured twenty-five (25) linear feet on each of the intersecting street lines. 17. No lot.shall at any time be subdivided, conveyed or sold except as a whole unless said sale or conveyance results in a lot(s) larger than the lot size as shown on the plats attached hereto and made a part hereof. 18. All driveways, or off-street parking areas, shall either be asphalt covered or of concrete. No other area shall be used for off-street parking or as a means of ingress and egress to the garage. 19. No painting on any dwelling or outbuilding shall be done except with paint of a Williamsburg color. 20. Before construction, all house plans must be approved and signed off by an officer of the Corporation or its successor. 21. With regard to all the lots in the Oakdale Crossing Subdivision, there is reserved to the Declarant along each property line a ten (10) foot easement for the installation and maintenance of utilities and/or drainage easements, the same being reserved whether or not shown on the plats attached hereto. 22. Each lot owner shall be responsible for maintaining and keeping in good repair all drainage easements located on the lot owner's lot. No drainage easement shall be changed or relocated in any regard except with the approval of Frederick County. SPECIAL RESTRICTIVE COVENANTS AND CONDITIONS CONCERNING THE LOTS HEREINAFTER ENUMERATED 23. The Declarant hereby expressly reserves with regard to Lot 2 and Lot 66, the right to place signage on said lot, -5- BK753PG0319 HARRISON d JOHNSTON ATTORNEYS At LAW WINCHESTER, YIROINIA designating the name of the subdivision which signage, once placed, shall be maintained by the lot owner. 24. There is expressly reserved, with regard to Lot 33, Lot 34, Lot 35 and Lot 36, an area and an easement necessary to maintain a storm water detention area as shown on said plat, the maintenance of which shall be assumed by the lot owner of the portion of the storm water detention area located on the lot owner's individual lot; provided, that in the event that said lot owner does not maintain said storm water detention area, the developer and/or Frederick County may come upon said property and make necessary repairs and perform whatever maintenance is necessary, with the cost of the same to be borne by said lot owner and in the event that said lot owner does not pay for said repairs and/or maintenance when billed then said charge shall become a lien on the individual lot owner's lot. If requested, the lot owner, by the acceptance of a deed, agrees to enter into any agreement absolving Frederick County of any and all liability with regard to said detention area. SPECIAL RESERVATION OF DECLARANT The Declarant reserves the right to waive, alter, add, amend or delete any of the covenants and restrictions, alter any and all easements or other matters set forth herein, at any time, provided that Restriction numbered 1 shall be exempt from this provision. GLAIZE DEVELOPMENTS, INC., A Virginia Corporation By (SEAL) STATE OF VIRGINIA, AT LARGE, CITY/eOVNTY OF I r" , To -wit: The foregoing instrument was acknowledged before me this 14 day of 1990, by HARRISON 6 JOHNSTON ATTORNEY$ AT LAW WINCHESTER• VIRGINIA BK753FG0320 �'j 4 1 as Vi C-11-- � 5 Al= 6+ of G ize Developments, Inc., a Virginia Corporation, on behalf of said Corporation. My commission expires laq ) l =FC ary Publi6 a. 6Kt 53FG0321 FINAL PLAT OAKDALE CROSSING SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA i 1 / «• • •�•••♦ i'. • •• \TT•• •. :• :r .a �i� _b...rr •. a � ✓ ,mil '1 + �. .O of sm tl •, t �J' r 1 s �` • t •`'••� • . r F. •�; ' S VICINITY •a MAP •� • ; * , APPROVED BY FREDERICK CO. SANITATION AUTHORITY DATE R,L9 PLANNING COMMISSION DATE Z/—I y SUBDIVISION ADMINISTRATOR DATE '� VA. DEPT. OF TRANSPORTATION DATE So OWNER'S CERTIFICATE. The above and foregoing subdivision of the land of� Glalze Develop- ments, Inc., as appears in the accompanying plot is with the consent and in accordance with the desires of the undersigned owners, proprietors, and trustees, if any. Z, i- All streets as shown herein ore hereby dedicated for public use. A copy of the Final Master Development Plan for Oakdale Crossing is on file at the Frederick County Department of Planning and Development. SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this subdivision is a portion of the land conveyed to Glaize Developments, Inc. by deed dated January.25, 1.990, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 738 at page 426. .L pP. Duane Grown, C.L.S P. ,DUANE DATE: APRIL 12, 1989 COVER SHEET "-°N�.�,�a• O NO, 1285 gilbert w. cliffor & associates, inc. SHEET 1 En{laeen Land Planners OF FQ AND gvQ` surveyor. Q l50•C 01i• Or --kb G111. 30 1w6 C-- f...1 W.kl.•.q, Vk11.1. 30/01 (701) 1W-0115 Wkwh—,r. VLrIoL i3101 7 K7.71M Revised February 8, 1990 8K753FG0327. CURVE TABLE CURVE 1 2 3 4 5 6 7 8 9 10 T RADIUS 410.00 410.00 220.00' 160.00 220.00' 220.00' • 725.00' 30.00 440.00' 440.00 LENGTH 277.59 135.59' 345.58 393.58 143.59 121.32 381.01' 47.15' 106.64 74.19 TANGENT 144.35 68.42' 220.00' 451.06' 74.46' 62.24' 195.02' 30.03' 53.58' 37.18 CHORD 272.32 134.97' 311.13' 301.59' . 141.06' 119.79' 376.64' 42.45' 106.38' 74.11' BEARING S 03'06 44 S 25'45 29 S 09'46 04 N 35'48'52 S 25'56 16" S 20'37 02 S 21'21 33" S 22-31-08" S 15'33'54' S 03'47 28 W E W W E E E E W W DELTA 38'47 32 18'56 54 90'00 00 140'56 20 37'23 46 31'35 43 30'06 40 90*0316" 13'5312 09'39 40 11 440.00' 65.46' 32.79' 65.40' S -05'18'06" E 08'31 27 12 30.00 43.61 26.67' 39.87' S 32'04'34" W 83'16 47 13 135.00 219.49 142.65 196.10' N 59'42 22 W 93'09 21 14 135.00' 33.11 16.64' 33.02' N 06.06 08' W 14'03 O5 15 25.00' 38.51' 24.25' 34.82' N 45'03 18" E 88'15 49 16 50.00 66.89 41.17' 63.57' N 4 9'4 300 E 78'56 26 17 50.00 47.12 25.48' 45.40' N 16'45 13 W 54'00 00 18 19 50.00 50.00' 47.12 41.53' 25.48' 22.05' 45.40' 40.35' N S 70'45 13' 58'27'02" W W 54'00 00 47'35 30" 20 185.00' 10.46 5.23' 10.46' S 33'02'08' W 03.1419 21 185.00' 106.74' 54.90' 105,27' S 14*53'11" W 33'03 34 22 185.00' 69.07' 34.94' 68.67' S 12'20'21" E 21'23 30 23 185.00" 67.65' 34.21' 6 7.27' S 33'30'38" E 20'57 OS 24 185.00' 67.65' 34.21' 67.27' S 54'27'43" E 20'57 OS 25 185.00' 67.65 34.21' 67.27' S 75'24'48" E 20'57 OS 26 185.00 65.85' 33.28' 65.51' N 83'54'48' E 20'23 42 27 30.00' 43.61 26.67' 39.87' S 64'38 39 E 83'16 47 28 440.00' 64.13 32.12' 64.68' S 27-10'413 E 08'2105 29 440.00' 41.32' 20.67' 41.30' S 34'02'44" E 05'22 49 30 195.00 146.01 76.62 142.63' S 15'17'04 E 42'5410 31 195.00 154.43 81.52' 150.43' S 28*51'17' W 45'22 32 32 25.00 36.57' 22.44' 33.40 N 86'32'48" W 83'4918 33 50.00' 44.13' 23.62' 42.71' N 69*55'15" W 50'3413 34 50.00' 47.12' 25.48' 45.40 S 57'47'38' W 54'00 00 35 50.00 58.65' 33.23' 55.35' S 02'48'37" E 67'12 31' 36 50.00' 68.72 41.03' 63.44' S 75'47'23" E 78'44 59 37 25.00 30.77 17.68' 28.87' S 79'54'01' E 70'31 44 38 25.00 43.37' 29.48' 38.13' S 05'03'58" W 99'2413 39 25.00 38.75 24.49 34.99 N 80'49 25 W rr- 88'49 03 40 195.00 87.71 44.61' 85.97' N 23'31 46 W 25*4613 41 25.00' 33.00 19.41 30.66' N27'10 34" E 75'38.27 42 50.00 61.45 35.28' 57.65' N 29'47'25" E 70'24 44 Tr 43 50.00' 47.12' 25.48' 45.40' N 32'24'57" W 54'00 00' 44 50.00 47.12' 25.48' 45.40' N 86'24'57" W 54'00 00" 45 50.00' 47.12 25.48' 45.40' S 39'35'03" W 54'00 00' 46 50.00' 15.19 7.65' 15.13' S 03'52 56" W 17.24 13 47 245.00' 71.41' 35.96' 71.16' S 131O'12" E 16'42 03 48 245.00 63.69 32.03 63.51 S 28'58 03 E 14'53 40 49 700.00' 56.93 28.48' 56.92' S 34'05 05" E 04'39 36 50 700.00 98.82' 49.49' 98.73' S 2 7'4 238 E Trl 08'05 17 ALTN O�4V4' o� P. DUANE BROWN NO. 1285 NO Cq N D $v�y OAKDALE CROSSING DATE: APRIL 12, 1989 gilbert w. cli ISO-C V4. (k--l.r DAr. F.aelal.W.. Yt.lu4 =A CURVE TABLE SHEET associates, inc. Hnjlneers • Land Plamen Surveyor& of n 2-6 o.....o.. 8 23601 CM31 eel•]IM REVISED DECEMBER 14, 1989 BK7S3FG03� 14.62' S4S6-Y 64. �Oq ro NrV Q:) ° 0 ° 6S) C11 ° V, "`` 00 .84. r, ° \ LOT 2 j422 1 J 3 72 7,329 Sq. Ft. ° ° 20' DRAINAGE ESM'T \20' N. SEW. ES C w LOT 1 0-- I o 'e1 N 84'26'2 0 27,225 Sq. O I i71.6 o 0 'v o ° ° I 71 LOT 3 16,798 Sq. Ft. 30' INGRESS EGRESS ESWT. TO LOTS 1 a' 5 5 TV4255. .0 o�� ON tro/ 1b tx h y � LOT o DENOTES IRON ROD TO BE SET ON LOT LINES AT THE BUILDING SETBACK LINE. (i.e. 35'from road Right —of —Way) Min. Front Setback — 35' Min. Rear Setback -.25' (60' Min. Side Setback — 10' 20' WATER MAIN ESMT. ''' ` ao L 0 T 5 ST. 30' UT1Lr Y ESLrr. 20' WATER MAIN ESM. 1. 21.652 Sq. Ft. : , I p I LOT 4 cP� `\ II N/F 70 24,589 Sq. Ft. GRIM N Nb % 139.02, W v� 5 5N "��, �. '0 ��• S0 2 INGRESS —EGRESS ESM'T rLO� Nro O/ , f I• TO BE VACATED fLO :p s F o 6`, ""0,��' F �SQ, , \tt � 6Ok Sp Nb o5.L4 Q WOODMENFOF THE i ONO �' aJ'00'36 W WORLD TRUSTEES 10h' 30 151.OF 30' HICKORY CAMP ij �O LOT 9 t, S 59' 67 17,455 Sq. Ft. a 98 20' DRAINAGE ESM'T �. I I N F <yG �sO "S• ; �gO00 3 ,8 5 I I PAINTER 6'01 ' W LOT 54 r 66.47. 20' SAN. SEWER ESM'T. �soo• �p J 15,027 Sq. ;'t. 31 -, 66 sr, ISO SAN. SEW. ESM'T A �� LOT 10 °o \S DRAINAGE ESIA'T N/F r G o� �� �>T. ��� p PAINTER dJ �C9O LOT 11 (See Sheet 5 of 8) S 54'46'04" W �� 9" All Lots or Single Family Detached — Traditional. \F 65 All Lots are subject to a 10' Slope & Drainage ` 19 6 Easement along all Rights —of —Way and a 10' Utility Easement along all Prooertv Lines. Sj�tiTOAKDAL E CR O S SING P. DUANE BROWN DATE: APRIL • 12', 1989 SCALE:1" =100' NO. 1285 gilbert w. cliffor & associates, inc. SHEET 0 4 En hw4rn . Land Planners Of t L4ND 5J� surveyors UO-C ow. 0—kh o.h. 70 3-6 Q.— fe.r 8 M V REVISED DECEMBER 14, 1989 REVISED AUGUST 9, 1990 8K153PGO.325' m� o� M m` 1 � J 4� 61 �91.� �O 09 4 c�j2e . � E• 01 10 ti o S. a,6Q�N lC:l �lk •y1°' S�. 67 (See She t 4 of 8) LOT 9 3 . p� S 7g5g01" E 4? 66 66 4�, LOT 10 , � 17,455 Sq. Ft. v�ho 6 20' DRAINAGE ESM'T Min. Front Setback = 35' Min. Rear Setback = 25' Min. Side Setback 10' o DENOTES IRON ROD TO BE SET ON LOT LINES AT THE BUILDING SETBACK LINE. (i,e. 35'from road Right —of —Way) MIN N/F PAINTER N/F PAINTER INGRESS -EGRESS ESM'T To BE VACATED NIF Q I PITTA 20' DRAINAGE ESM'T C:p �, O CCv 19 9Lo pa w 0 N/F LOT 13 Q1 MILLER 61 51011 Sq • 07 2d SAN. SEWER ESWT. W O 82'09' 35' � C: 148.88' � LOT 14 N/FMILLER O w 7— 15,010 Sq. Ft' D N fCz 1 7J (P r o S 82— 37" N 144.89' / C o w, o LOT 15 \ j BARB Im 15,010 Sq, Ft. U' S 82'45 37" W o w 140.62' o LOT 16 u' 15,010 Sq. Ft N N 16.61I0 10 FBA�RFS S �q.5g I 5 N/F GLAIZE DEVELOPMENTS, INC. All Lots are Single Family Detached — Traditional. All Lots are subject to a 10' Slope & Drainage Easement along all Rights —of —Way and a 10' _Utility Easement along all Property Lines. DA KDA L �' CR 0 S SING 0 P. DUANE BROWN� DATE: APRIL 12, 1989 SCALE: 1"=100' N0, 1285 SHEET J gilbert w. cliffor & associates, inc. 5 ND SJ� 6n`Ineers . Lend Planners of Surveyors I70.0 ON. Or. kb Pd.. 20 awr C__ sc.r 8 031 W 6.. V4 I.I. 23641 7 467.71" nl` V IJtU Ur-UtMUtH 14, 1989 REVISED AUGUST 9, 1,990 BK753Fv0326 rso cos6 O00 ss 11` v CP' / �j Os� �9 a � � � •. ems. Dc6 � � Dc� �t,• � 7ti19 \.O gQ 41 10 fig' NNIO ro0 S1g Ste. g St9 I?- g10 0' DRAINAGE ESW Ok by LOT 20 J !0 SS0`� ' ���b Nroy5 15,013 Sq. Ft. S* � 28.55 N 82'45'37" E k rllb . 175.33' '0'( 0. �. �5 � 1�ti i� o X_ LOT 19 cn 57 1� 'ti0 �N ti• S `&, 15,013 Sq- Ft. o O� 7 5 F s _;E �_ -3 1.52.19 v 18 0 r" so LOT W �, 25 \_ I Sq• Ft w. Sc 15,013 Sq. F o w Q. s g$ia 50 �0 55 N5 �1 a�" N 82'45'37" E - os ,5 �G�� 6 124.84' , d o �17 � \'0� 26 Ft mow. \ LOT u? 5o i C1 66 0 56 © 0,3 SQ 15' 15,013 Sq. Ft FUTURE I. 29 51 15• A0 W 162• DEVELOPMENT �, LO Ft, 5 75'42 566 g02 20' DRAINA E E 'T3. 159.40 3 013 SE M � � 600.3 �5, SEA• • Za 52 ► 19 t�6 LO 5• F 20' DRAINAGE ESI.1'T 5 p8 62 N /F Min. Front Setback = 35' GLAIZE, DEVELOPMENTS, INC. Min. Rear Setback = 25' Min. Side Setback >a 10' o DENOTES IRON ROD TO BE SET / All Lots are Single Family Detached — Traditional. ON LOT LINES AT THE BUILDING -All Lots are subject to a 10' Slope & Drainage SETBACK LINE. (i.e. 35'from Easement along all Rights —of —Way and a 10' road Right —of —Way) Utility Easement along all Property Lines. NLTN�i�' OAKDALE CROSSING P, DUANE � 0 BROWN DATE: APRIL 12, 1989 SCALE:1" =100' NO. 1285 SHEET 04 gilbert w. cliffor & associates, inc. 6 HO&Ineors • Land ,Planners of O LAND £'J Surveyor uo-c olds °rsav1.6 Qrly. 10 3-6 C r 1ar.r 8 R.drla".g. Vkawa I3101 '(107) 19a•711J wloahu,r. VbA" 17601 (703) M7a130 Revised February 8, 1990 REVISED AUGUST 9, 1990 BK753PG032'7 NEUMANN z � 0.45 Ac. to be \' LOT 61 rsee Sti W conveyed to ee( a j Ne EX.3BGASESMT. 238.39 �\ a o� 8j W �6 9 s 2602" LOT 60 E 30' AN. SEW. ESM'T 0 0 �� s LOT 41 19.487 Sq. Ft. 9 SOT 9 N/F 'i; of LOT 40 cp DALE, Jr. dam' `'. ^h LOT 42 �V 127 353 Sq. Ft. �p /^ti' 01 22,310 Sq. Ft. 10 20' SAN. SEW. ESM61 it ' DRAINAGE ESM'T a 20 a 1 t>p,2_,E 4 $ 43 ^� o°• '� Asa°o .28S 84350 s w '�7LOT 51oc� 46 149.36 e�f O .(n ° LOT 39 2Ln N CO ' 'R 115 219 Sq. Ft. U g 42 LOT 43 �� Ss9 tJ N/F N 86 50 30" E 0 19.307 Sq. Ft. co?� F KISNER o 35.02' m 41 � 3 to '6 47 s�v+• �5�� `� LOT 50 0— I OT 38 40 sP ' �$ j� 9 17,519 Sq. Ft. htihA 0 16. 67 Sq. Ft. O 5� �O� ��. 091 cif cP �N N ° 829�1 0 � \'O�Q Oil• 1 0 6 05 �g ,s 'o� �5O� �\ �rx 36 N /F ° `�+�. ter,, co��%( O .o h g� Ike a S w ANDERS I �G �, \� Nb ��, O- s �� o o F �' 1— 1 \v,,�j1io 000 O 5� 0�'L \ o fig. ti8 sP `oo o �� �g�jo 1°� WITE, JR. DRAINAGE ESM'T \ O- 20' DRAINAGE do SAN. SEW. ESM'T FUTURE DEVELOPMENT STORM WATER — DETENTION AREA, CD �00 \ 'O . 1h' I1 Dh .�' h s >?� °' 1 0� DRAINAGE ESM'T Min. Front Setbock = 35 Min. Rear Setback = 25' Min. Side Setback = 10' CD °O. jg �O'� �� • �` 9 Off- ° o DENOTES IRON ROD TO BE SET All Lots are Si?)gle Family Detached — Traditional. ON LOT LINES AT THE BUILDING All Lots are subject to a 10' Slope & Drainage SETBACK LINE. (i.e. 35'from Easement along all Rights —of —Way and a 10' road Right—of—way) Utilit Easement alon all Pro ert Lines P. DUANE �G BROWN NO. 1235 LAND REVISED DECEMBER 14, 1989 REVISED. AUGUST 9, 1990 Y 'i p Y OAKDALL' CROSSING DATE: APRIL 12, 1989 gilbert w. ch 110-C 01d. 0..—kb Del.. Pr d.rictabv.. Vb.bl. 22 SCALE: 1"=100' associates, inc. SHEET Engineers • Land Planners Surveyors 7 of 20 3wm Cum— Se.. 8 53PG0328 SFN EX. GAS ESM'T52'pS.SeNY ROgO 4.68. �3.44' $ 6 6S7 �`??'46„ 20' DRAINACE ESM'T (6p•,/k 1 761\ \ . J0 147.8 4• OT 65 45,43' �? 351714.62' 0 611 Sq. Ftoo , o 64 'L C.)LOT ,��' J �O u N 24.321 Sq. Ft. Rry S. vV 4 o � Try .. Co S��S• LOT 66 0�. 19 18 7 Q: 20' SAN. SEWER ESM'T. - ?��S 2Q 23.051 Sq' FLO o N/F s 17 35.00' LOT 2 SS N 79'45'13' W (j •"� NEUMANN °V6.20' SAN. SEW. ES Icy 7 �� PUMP STATION SITE"7 LOT 63 21 � o 1-2 N1'5°2.4'36"E 40.00' 6,200 Sq. Ft. 1,6 % (a ' 2-3 S65o2.6'02"E% LOT 67 -40..DW 3-4 S15°24'36"W 40�Q'tu N 88'21'24" E 1$ 15,477 Sq.. Ft. 10 OJ I 4.1 N65°26'02"W40;dW 125.03' 14 S 88'57'38" W `o 1,980 Sq. Ft. N 2 196.77' © LOT 62 71 11 2 15.008 Sq. Ft LOT 68 LOT 3 17,276 Sq. Ft. , / 2 A�6 2 'pJ- 13 %2.ao 0.45 Ac. to be 4h/ O W conveyed to �5p. j542'5e LOT 4 30' INGRESS-E ES R/W) s Neumann LOT 61 ESM'T. 4 69. y�, a 22,779 Sq. Ft , kc O 7O 2 ,2•g0 2. \ CP 5 ? r ti LOT 60 ;� w LOT 58 22 9 sr, 19.181 Sq. Ft.;y / N o) 15,535 Sq. Ft. LOT 59 mb IIn LOT 41 10 16,046 Sq. Ft. Z �� jo/5'► AiS (se e sh.dt /T9 T 0� C�0�. 4 35'2 20' ORAINACE ESM'T LOT 42 po ,p� t" o DENOTES IRON ROD TO BE SET `30'SAN. SEW. ESM `�s g�%y ON LOT LINES AT THE BUILDING 0 S 1�` (01b F SETBACK -LINE. (i.e. 35'frorn o/o LOT 51 �O� rood Right—of—Woy) Co "� 27,361 Sq. Ft. �RS� A 2 S 05'12'22" E LOT�A. 175.99' Min. Front Setback m 35' LOT 43 20 ACE k SAN. SE#. ESM'T 15,010 Sq. F Al Min. Reor Setback = 25' s 2 EW Min. Side Setback. = 10' / < ;g'� �1's? LOT 50 3 ����ti 1 I All Lots ore Single Family Detached — Traditional. • � e All Lots are subject to a 10' Slope &, Drainage 3 y� tip, LOT 53 Easement along all Rights —of —Way and a 10' Utility Easement along all Property Lines. 4, SN`TJIo�'i' OAKDALE CROSSING P. E V BROWN DATE: APRIL 12, 1989 SCALE:1" =100' NO. 1235 SHEET �A_ gilberr W. cliffor & •associates,. inc. $ EnsWeers - Land Planners of L4ND Surveyors uac otis. a...".m ati. F1dalcksYic yr w. nrc, s sw.lns VIRGINIA: FREDERICK COUNTY, SCT. REVISED DECEMBER 14, 1989 • This instrument of wri g was produced Revised February 8, 1990 to mme-�on the L,1Zday of OYLI- 61- 19SZ)atLt"Z) /)_/,%and ith certificate of acknowledgment thereto annexed was admitted to record. �� if HARRISON d JOHNSTON ATTORNEYS AT LAW WINCHESTER. VIRGINIA BK753FG0314 THIS DEED OF DEDICATION and DECLARATION OF SUBDIVISION, made this 14 day of G-r ti , 1990, by and between GLAIZE DEVELOPMENTS, INC., a Virginia Corporation, of the one part, hereinafter called the DECLARANT, and the COUNTY OF FREDERICK, VIRGINIA, of the other part, hereinafter called the COUNTY. WHEREAS, the Declarant is the owner in fee simple of a certain tract of land situate in Frederick County, Virginia, to - wit: all of that certain tract or parcel of land together with the improvements thereon and the appurtenances thereunto belonging, containing 32.8575 acres, lying in Shawnee Magisterial District of Frederick County, Virginia and more particularly described as Oakdale Crossing, on that certain plat and survey by P. Duane Brown, C.L.S., dated April 12, 1989 (revised August 9, 1990), attached hereto and by this reference made a part hereof and being the same property which was conveyed to the Declarant by deed from Bowman Trucking Company, Inc., a Virginia Corporation, dated January 25, 1990, and recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 738, at Page 426; and, WHEREAS, the Declarant now desires to subdivide the same into lots to be known as Oakdale Crossing, and to evidence that the above and foregoing subdivision of the above described property as it appears on the aforesaid attached plat is with the free consent and in accordance with the desires of the Declarant, and the Declarant does further desire to subdivide the aforesaid property in accordance with the provisions of the Virginia Land Subdivision Act as are applicable and the applicable ordinances of the County of Frederick, Virginia, and further to dedicate the streets and easements and other amenities as shown on said plat to the County of Frederick, Virginia. i HARRISON 6 JOHNSTON ATTORNEYS AT LAW WINCHESTER, VIRGINIA 6K753►G0315 NOW THEREFORE, THIS DEED OF DEDICATION WITNESSETH: That for and in consideration of the promises and the benefits which will accrue by reason of this dedication, the Declarant does hereby subdivide all that portion of the land designated as Oakdale Crossing, located in Shawnee Magisterial District, Frederick County, Virginia as more particularly described.by the aforesaid referenced plat attached hereto and made a part hereof and does hereby dedicate those portions of land set apart for streets or other public use, as designated, and do hereby create a'public right of possession in the same, all of said land being the same as described hereinabove. RESTRICTIVE COVENANTS AND CONDITIONS The lots in said subdivision shall be subject to the following restrictive covenants and conditions, except as stated otherwise, which shall be considered covenants real and running with the land, and shall be binding upon and enforceable by the Declarant and all subsequent owners of said lots. 1. All lots shall be used for single family residential purposes only. No home occupations shall be allowed. 2. No signs or advertising of any nature shall be placed or maintained upon a lot, except for signs advertising the sale or rental with regard to said lot such signage, excluding the entrance(s) to the subdivision, to be no larger than five (5) feet square. 3. No motor vehicle which does not have a current license plate and a current Virginia inspection sticker shall be placed or permitted on any individual lot or street. 4. No boats, trailers, campers, trucks or other similar vehicles or equipment other than automobiles, motorcycles and (pickup trucks of 3/4 ton or less, shall be parked or located upon any lot or street except for the time reasonably necessary for -2- HARRISON & JOHNSTON ATTORNEYS AT LAW WINCHESTER. VIRGINIA BK753PG6316 the delivery or removal of goods or services to or from an individual lot. 5. No animals, livestock or poultry of any kind shall be raised or kept upon any .lot except that dogs, cats, or other household pets may be kept, provided they are not kept, bred, or maintained for commercial purposes. No individual shelter shall be erected for any dog, cat, or other household pet allowed by this paragraph. 6. No fencing, except as specifically stated hereinafter, shall be permitted in the front or to the side of any residence located on any lot and any fencing to the rear of said residence shall be attached to the residence itself and shall be not greater than six (6) feet in height from the ground and shall be constructed of either wood, stone, stucco, or brick, or a combination thereof. Use of wire or chain -link fencing is expressly prohibited. Any gate may be -of iron material. 7. Only in -ground swimming pools shall be permitted with a structure to house equipment to be constructed of wood, stone, stucco, or brick or a combination thereof. Fencing shall be allowed around the pool area provided, however, that the fence shall be constructed of either wood, stone, stucco or brick, or a combination thereof. Use of vinyl or chain link fencing is expressly prohibited from any fencing around the pool area. Any gate in the fence around the pool area may be of iron material. 8. No noxious or offensive activities shall be carried on or permitted on said lot nor shall anything be done or permitted thereon which may be or may become an annoyance or nuisance to the neighborhood. 9. No lot shall be used or maintained as a dumping ground for garbage or rubbish. Trash, garbage or other waste shall be kept in sanitary containers and shall be stored, by screening, MM HARRISON 6 JOHNST13N ATTORNEYS AT LAW WINCHESTER. VIRGINIA BK753PG0317 not visible to the neighbors and said containers shall be placed or stored in front of any residence only on the date of the garbage pickup. 10. Each lot shall be kept mowed and maintained in a neat and orderly condition at all times. 11. No exterior antenna of any type, including television satellite dishes for the reception or transmission of radio or television communications, shall be erected, used or maintained on any structure, on any lot, at any time. No solar panels or solar heat collecting device shall be allowed. 12. No clothesline or hanging device shall be allowed upon any lot except for an umbrella type device with a diameter not exceeding seven (7) feet which shall be located in the rear of any residence. When such hanging device is not in use it shall be retracted and stored. No clothing or other washing shall be dried outside a residence except during the hours from 8:00 a.m. to 6:00 p.m. 13. No dwelling shall be erected, placed or permitted to remain on any lot which has less than 2,000 square feet of living space above ground, exclusive of open porches, carport, garages and basements. Any split level dwelling that is constructed shall have 2,000 square feet of finished living space and in calculating the same only the finished portion of the lowest floor above ground shall be counted toward minimum required herein. 14. The exterior of any dwelling or outbuilding shall be of wood product, stone, stucco or brick or a combination thereof. 15. No easement or right of way shall be granted over any lot except for utility easements, or drainage easements, and, except for drainage easements, all utility services shall be placed underground. -4- HARRISON 6 JOHNSTON ATTORNEYS AT LAW WINCHESTER, YIROINIA BK753PG0318 16. With regard to any corner lot (where two or more streetsi intersect) there shall be no planting, structures, fence, shrubberies or any obstruction placed or maintained which has a height that exceeds three (3) feet above ground level, said restriction to apply to an area measured twenty-five (25) linear feet on each of the intersecting street lines. 17. No lot shall at any time be subdivided, conveyed or sold) except as a whole unless said sale or conveyance results in a lot(s) larger than the lot size as shown on the plats attached hereto and made a part hereof. 18. All driveways, or off-street parking areas, shall either be asphalt covered or of concrete. No other area shall be used for off-street parking or as a means of ingress and egress to the garage. 19. No painting on any dwelling or outbuilding shall be done except with paint of a Williamsburg color. 20. Before construction, all house plans must be approved and signed off by an officer of the Corporation or its successor. 21. With regard to all the lots in the Oakdale Crossing Subdivision, there is reserved to the Declarant along each property line a ten (10) foot easement for the installation and maintenance of utilities and/or drainage easements, the same being reserved whether or not shown on the plats attached hereto. 22. Each lot owner shall be responsible for maintaining and keeping in good repair all drainage easements located on the lot owner's lot. No drainage easement shall be changed or relocated in any regard except with the approval of Frederick County. SPECIAL RESTRICTIVE COVENANTS AND CONDITIONS CONCERNING THE LOTS HEREINAFTER ENUMERATED 23. The Declarant hereby expressly reserves with regard to Lot 2 and Lot 66, the right to place signage on said lot, -5- BK753PG03 19 HARRISON S JOHNSTON ATTORNEYS AT LAW WINCHESTER, VIRGINIA designating the name of the subdivision which signage, once placed, shall be maintained by the lot owner. 24. There is expressly reserved, with regard to Lot 33, Lot 34, Lot 35 and Lot 36, an area and an easement necessary to maintain a storm water detention area as shown on said plat, the maintenance of which shall be assumed by the lot owner of the portion of the storm water detention area located on the lot owner's individual lot; provided, that in the event that said lot owner does not maintain said storm water detention area, the developer and/or Frederick County may come upon said property and make necessary repairs and perform whatever maintenance is necessary, with the cost of the same to be borne by said lot owner and in the event that said lot owner does not pay for said repairs and/or maintenance when billed then said charge shall become a lien on the individual lot owner's lot. If requested, the lot owner, by the acceptance of a deed, agrees to enter into any agreement absolving Frederick County of any and all liability with regard to said detention area. SPECIAL RESERVATION OF DECLARANT The Declarant reserves the right to waive, alter, add, amend or delete any of the covenants and restrictions, alter any and all easements or other matters set forth herein, at any time, provided that Restriction numbered 1 shall be exempt from this provision. GLAIZE DEVELOPMENTS, INC., A Virginia Corporation By (SEAL) STATE OF VIRGINIA, AT LARGE, CITY/eett TY OF To -wit: The foregoing instrument was acknowledged before me this t4 day of �lO�,p�—" , 1990, by -6- BX753PG0320 �PJH+) as of G ize Developments, Inc., a Virginia Corporation, on behalf of said Corporation. �-4 0 My commission expires HARRISON d JOHNSTON ATTORNEYS AT LAW WINCHESTER• VIRGINIA 7 8K753pc-,0321 FINAL PLAT OA.KDALE CROSSING SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA • WOW 1 .. . qyr • • • .. c► }� q i U �1.4/r 1 �� , .� / ,• • 11`� � xf �• • / w ?�•�; VICINITY MAP .� �. SQALE:j"xa20W APPROVED BY FREDERICK CO. SANITATION AUTHORITY DATE R.1'9 pD PLANNING COMMISSION 00(11 DATE Z/z_/ SUBDIVISION ADMINISTRATOR AP, (/[/ DATEIL'/- a VA. DEPT. OF TRANSPORTATION DATE So OWNER'S CERTIFICATE.. The above and foregoing subdivision of' the land .of: Glaize Develop- ments, Inc., as appears in the accompanying, plat: is: with the consent and in accordance with the desires of the undersigned owners, proprietors, and trustees, if any. All streets as shown herein are hereby dedicated for public use. A copy of the Final Master Development Plan for Oakdale Crossing is on file at the Frederick County Department of Planning and Development. SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this subdivision is a portion of the land conveyed to Glaize Developments, Inc. by deed dated January.25, 1.990, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, -Virginia in Deed Book 738 at page 426. P. Duane Brown, C.L.S P. ,DUANE DATE: APRIL 12, 1989 COVER SHEET V �N�4,e..v.,Y • P NO, 1285 gilbert w. cliffor & associates, inc. SHEET �o� 1 OJ Engineers Land Planners OF SAND v� . surveyors 8 130•C Otl. Or..m.lcb NJ- 20 sw! C-- 9•.., dnk:LWq. VkalOia 22401 (70]) aaa•2115 wirknm... Vk inia 22.01 ] 647.2130 Revised February 8, 1990 s753322 CURVE TABLE CURVE 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 RADIUS 410.00 410.00' 220.00' 160.00' 220.00- 220.00' 725.00' 30.00 440.00' 440.00 440.00' 30.00 135.00 135.00' 25.00' LENGTH 277.59 135.59' 345.58 393.58 143.59' 121.32' 361.01' 47.15' 106.64' 74.19 65.46' 43.61 219.49 33.11 38.51' TANGENT 144.35 68.42' 220.00' 451.06' 74.46' 62.24' 195.02' 30.03' 53.58' 37.18' 32.79' 26.67' 142.65' 16.64' 24.25' CHORD 272.32' 134.97' 311.13 301,59' . 141.06' 119.79' 376.64' 42.45' 106.38' 74.11' 65.40' 39.87' 196.10' 33.02' / 34.82' S S S N S S S S -T S S S N N N BEARING 03'06 44 25'45'29 09.46 04 35'48-52' 25'56 16 20'37 02' 21'21 33" 22'31'08" 15'33'54' 03'47 28 05'18'06" 32'04'34" 59'42'22" 06'06 08' 45'03 18'' I W E W W E E E E W W E W W W E DELTA 38'47 32 18'56 54 90'00 00 140'56 20 37'23 46 31'35 43 30'06 40' 90*0316' 13'5312 09.39 40 08'31 27' 83'16 47 93'09 21' 14-03 05 88'15 49 16 17 18 19 50.00' 50.00' 50.00' 50.00' 68.89' 47.12' 47.12' 41.53' 41.17' 25.48' 25.48' 22.05' 63.57' 45.40' 45.40' 40.35' N N N S 49.43 00 16'45 13' 70'45' 13" 58'27'02" E W W W 78'56 26 54.00 00 54'00 00' 47-35-30" 20 21 185.00' 185.00' 10.46 106.74' 5.23' 54.90' 10.46' 105.27' S S 33'02'08" 14'53'11 W W 03*1419 33'03'34 22 23 185.00' 185.00' 69.07' 67.65' 34.94' 34.21' 68.67' 67.2 7' S S 12'20'21 33'30'38" E E 21'23 30 20'57 05' 24 185.00' 67.55' 34.21' 67.27' S 54'27'43" E 20'57 05 25 185.00' 67.65' 34.21' 67.27' S 75'24'48" E 20'57 05 26 185.00 65.85' 33.28' 65.51' N 83'54'48' E 20'23 42 ff- 27 30.00' 43.61 26.67' 39.87' S 6 4'3 839 E 83'16 47 28 440.00' 64.13' 32.12' 64.08' S 27'10'48" E 08'21 OS 29 440.00' 41.32' 20.67' 41.30' S 34'02'44" E 05'22 49' 30 195.00' 146.01 76.62' 142.63' S 15'17'04' E 42*5410 31 195.00 154.43 81.52' 150.43' S 28'51'17" W 45'22 32 32 25.00' 36.57' 22.44' 33.40' N 86'32'48" W 83.4918 33 50.00' 44,13' 23.62' 42,71' N 69*55'15" W 50'3413' 34 50.00' 47.12' 25.48' 45,40' S 57'47'38" W 54'00 00 35 50.00' 58.65' 33.23' 55.35' S 02'48'37" E 67'12 31" 36 50.00' 68.72' 41.03' 63.44' S 75'47'23" E 78'44'59" 37 25.00 30.77' 17.68' 28.87' S 79'54'01" E 70'31 44" 38 25.00' 43.37' 29.48' 38.13' S 05.03 58" W 99.2413' 39 25.00 38.75 24.49 34.99' N 80'49'25' W 88-49 03 40 195.00' 87.71 44.61' 86,97' N 23'31'46' W 25*4613 41 25,00' 33.00' 19.41' 30.66' N27'10 34" E 75'38 27' 42 50.00 61.45 35.28' 57.65' N 29'47'25" E 70'24 44' 43 50.00' 47.12' 25.48' 45.40' N 3224'57" W 54'00 00' 44 50.00 47.12' 25.48' 45.40' N 86'24'57" W 54'00 00" 45 50.00' 47.12' 25.48' 45.40' S 39'35'03" W 54'00 00' 46 50.00' 15.19 7.65' 15.13' S 03'52'56" W Fr- 17*2413 47 245.00' 71.41 35.96' 71.16' S 131 O'l2" E 16'42 03' 48 245.00 63.69 32.03 63.51 S 28'58 03" E 14'53 40 49 700.00' 56.93' 28.48' 56.92' S 34'05 05" E 04'39 36 50 700.00' 98.82' 49.49' 98.73' S 27'42 38" E 08'05 17 ALTN per` OA KDA LE CROSSING P. DUANE BROWN DATE: APRIL 12, 1989 CURVE TABLE NO. 1285 SHEET �F Q. gilbert w. cliffor & associates, inc. 2 �O RAEngineers - Land Planners of LAND 5J Surveyors 8 170 C UWe fFamdab Rba 20 2-6 C-- b.r Radata40.o Vt Iola 10101 07 894- IU wiocaaaa, VB Ida 22,01 7 "7• REVISED DECEMBER 14, 1989 BK753I-QLL 14.62' S`' ys` Y 6, 4, S 64 31 ROgO 73 N ° CO 01LL? 6S co f ° ° .�° z ° LOT 2 °I422� 72 ° 7,329 Sq. Ft. i. v ° 20' DRAINAGE ESM'T ° ° \\ ° No SEW. ESM'TIw LOT 1 (I 30' INGRESS - EGRESS ESM T. TO LOTS 1 &6 S ] a7: 5a. W 69 5T, .O ,lb lb N6 j5 LOT o DENOTES IRON ROD TO BE SET ON LOT LINES AT THE BUILDING SETBACK LINE. (i.e. 35'from road Right —of —Way) Min. Front Setback a 35' Min. Rear Setback = . 25' Aso' R/w Min. Side Setback a 10' 20' WATER MAIN ESMT. N 84'26'2 6 27,225 Sq. Co I 171.6 ° O 0 o i •� ° O o e LOT 3 to16,798 Sq. Ft. 4' \ aa, LOT 5 30' UTILITY ESMT. 20' WATER MAIN ESM'T, o. 21,652 Sq. Ft. LOT 4 f` I -;0 I N/F 70 24,589 Sq. Ft. N GRIM I. .!1 �? 5S'40„ a6 '13N �39.02, W v> b C� ' 0� SQ f 2 ' INGRESS —EGRESS ESM'T Oq N(ja� �� TO BE VACATED p CD ,L5 cn LQ ` g Sq. . O WOODMEN OF THE j �10 S O g{'o0!36 ' W WORLD TRUSTEES 1���h 30 OF 151.30' HICKORY CAMP i .9� s7 LOT 9 S 8 a Ft. 'sg" 17,455 Sq. Ft. O� 98 20' DRAINAGE ESM'T C�_ I I N/F <9G C50 "S• �N6 09 3 78• I ` PAINTER 56, W 1 LOT 54 66.47, 20' SAN. SEWER ESM'T. Asa . p 15,027 Sq. ; t. 31 1 66 ° Sh O0 SAN. SEW. ESM'T N �� LOT 10 \ DRAINAGE ESM'T N/F PAINTER dJ O — LOT 11 (See Shoot 5 of 8) S 54.46'04" w �> 9" All Lots or Single Family Detached — Traditional. 379.98' ?8F 65 All Lots are subject to a 10' Slope & Drainage 6 Easement along all Rights —of —Way and a 10' Utility Easement olonq.,oll Property Lines. DA K_DA L E CR 0 S SING P. DUANE BROWN DATE: APRIL 12', 1989. SCALE:1" =100' NO. 1285 gilbert w. cliffor & associates, inc. SHEET �O 4 Enalnwn - Land Planners Of tAND yv� Surveyors uoc oa. Qr a.kb od.. 20 awe C__ foal 8 Pt.d.dslabwa. Vk,kl, 22401 non I ui_ Wi-b.na. Vkaldi I0601 8071 603139 REVISED DECEMBER 14, 1989 REVISED AUGUST 9, 1990 8 753+GO325 0 M 20' DRAINAGE ESM'T a, J Min. Front Setback = 35' Min. Rear Setback = 25' Min. Side Setback 10' (See She t 4 of 8) LOT 9 8'56'01 " E 66.47• LOT 10 17,455 Sq. Ft. "S4 LOT 1 17,455 Sc N/F PAINTER I �- I NSF PAINTER 0' INGRESS —EGRESS ESM'T TO BE VACATED T o L.n o. N/F N PITTA 20' DRAINAGE ESM'T f LOT 13 a� N/F MILLER 6) 5,011 Sq. 26 SAN. SEV&R ESWT. of 82'09' 35' w� � I 148.88' Y LOT 14 'C N/F MILLER o v 15,010 Sq. N fCr1 o S 82'45'37" W 144.89' Wo LOT 15 l a Re z m N LS I15,010 Sq. Ft. S 82'45'37„ W U1 o w 140.82' J. v J O LOT 16 Ln NIF BARB N 15,010 Sq. Ft cn N N �� 0•.51 FNSF RB S 69 h3 30 ' 2 29 0 S N /F GLAIZE DEVELOPMENTS, INC. o DENOTES IRON ROD TO BE SET All Lots are Single Family Detached — Traditional. ON LOT LINES AT THE BUILDING All Lots are subject to a 10' Slope & Drainage SETBACK LINE. (i.e. 35'from Easement along all Rights —of —Way and a 10' rood Right -of -Way) Utility Easement along all Property Lines. 0 Ati o��r 0_124KDALE CR0SSINC P, DUANE �c BROWN DATE: APRIL 12, 1989 SCALE: 1"=100' NO, 2285 SHEET � gilbert w. cliffor & associates, inc. 5 Lr . Engineers Land Pisnners of A ND surveyors 8 uac Old. or.mrkb Mi..Io 3w0 M�oa fe.r W bwbena vtr ials 3 601 7 667d139 ht:VistU UtctMbEH 14, 1989 REVISED AUGUST 9, 1990 BK753FG0326 °l �� co0 , �. �9Ci Aso• - Q 10 �. ® �6 • �19 Dc� 00 p. S 1N65p b, 0) 9 Ste, � 5 Q� ` r1.� 0' DRAINAGE ESM' VC�1< 1 s� 15 , �A� ��� 6 0 5 f ° r'>r. �`� ems• �, bp LOT 20 �o �� 01� tK��� 15,013 Sq. Ft. u O'� �0• s.�5 y 28.55' E ,�•5 �, >r,� , �- N 82'45 37 �0 �' �S` `L175.33' �O 0� 00 .�• . S SQ' 0 r 6°c oo 1g �'l`L i�/ o LOT 19 � cn 1�Q� � 57 1 6q'o �,� Fti `r `ru. 15,013 Sq- Ft. o �, 9,ti 5�y► 1 Soc9. _ �.Q y gQ' N � �6 y�•.'y�i� 4s tiG 50'� d� � ' a 152.19' o wti tia� gb; `l �� Fes• O o 2� ®, 5�s LOT 1 S 0 1 `" 90 L SQ F CP. 15,013 Sq• F n y s 5$j�11 5q �p 55 �5 �13 4�° `� N 82.45'37" E W.O� 6g'0� i , 4' it Qe ga F ,55 �6 0 124.8 .. o 4:1 Zo00 Q� \_pt 26 F\., CP. LOT 17 66� 56 © �g sa' g' (P 15,013 Sq. Ft dap' 51 15 W 162FUTURE .1 �. DEVELOPMENT �Q LO SQ Fti 5 75,g2 40 z5�6 a g02 20' ORAINA E E 'T Ft. SMI __ 003� ►59 • �5 0 5��, E 6 'Z8 52 1g,h6 I- 54• `N 20' DRAINAGE ESM'T S p8 rO2 N /F Min. Front Setback = 35' GLAIZE DEVELOPMENTS, INC. Min. Rear Setback = 25' Min. Side Setback 10' o DENOTES IRON ROD TO BE SET All Lots are Single Family Detached — Traditional. ON LOT LINES AT THE BUILDING -All Lots are subject to a 10' Slope & Drainage SETBACK LINE. (i.e. 35'from Easement along all Rights —of —Way and a 10' road Right —of —Way) Utility Easement along all Property Lines. �AUN9� OAKDALE C`R O SSING P. DUANE G' O BROWN DATE: APRIL 12, 1989 SCALE:1" =100' NO. 1285 SHEET 4, gilbert w. cliffor & associates, inc.0 6 Enyinwx - Land ,Plannars of 41ND 5 Surveyors I30-C OH. Or—ieh VA,. 203-6 Clniuo W.. 8 ➢ adakkabaq• Vhaida 33401 •(707) 399411$ WL-buta• V4a1a1. 22601 (703) 667.3139 Revised February 8, 1990 REVISED AUGUST 9, 1990 BK753FG0327 N/F NEUMANN Z 0.45 Ac. to be conveyed to LOT 61 (see Sh'ef z Neumann nn SEgXT 238.39, N $1,3G2A52 ' S �TI7� . 6 2602 LOT 60 O �1 6 9 30' AN. SEW. ESM'T ° U, LOT 41 F ° `Jib, 19,487 Sq. Ft. 6 T 9 N/F 'Zw ° I LOT 40 CP D O' 987 N /moo DALE, Jr. tN 127 353 Sq. Ft. ' o /hn✓ LOT 42 °Of . 22.310 Sq. Ft. IO 20' SAN. SEW. ESM p 4 20' DRAINAGE ESM'T z Jo Zo ° S 724`57' E 45 ° 43 3„ W rs�o Wd c� oI 7�p 28' — 46 S 65•to'50' W S 8�49.36'f� o LOT 51 13 o ° LOT 39 25. w O. (P 0 ^7 ° o 115 219 Sq. Ft. v' a 42 LOT 43 4 S 6g. J O N 82'55'13" E p a lot KN/F N 86 50 30" E 502' 8 41 19,307 Sq. Ft. �� )s`o2 O 12 .6 m � t J °I 47 504. Es LOT 50 o OT 38 40 sPa ba %� 17,519 Sq. Ft. O 16, 67 Sq. Ft. 0 E � tk o 'O O OA�O co N/F sy. �h�0 00\ SANDERSh� 00 Dc� 00"� S �O� LLJ 60 w ti �� .O / 'A/ q o, so Oc oo,Oo \ F >-- � �,• ,Q t�` ' N Fes• p �p S� 90 00 y J� �C� SO �Gj • 0 9 00 1h ��O/O /O \ ti O 00 5j BOO N/F WHITE, JR. DRAINAGE ESM'T ,` '� Fes' �O� Sa• 20' DRAINAGE & �O rp 5a �O �1� 4j� SAN. SEW. ESM'T h'�O 00 1� N 00, \,\b FUTURE �a. DEVELOPMENT �, 00 �s� �I�� .���c. STORM WATER y -\60 / • oo F `�d S DETENTION AREA /09�' 01, '� �rO' C `6 ° Min. Front Setback = 35 DRAINAGE ESM'T Min. Rear Setback = 25' -' �' �� `lee Min. Side Setback = 10' >7. o DENOTES IRON ROD TO BE SET All Lots are Si gle Family Detached — Traditional. ON LOT LINES AT THE BUILDING All Lots are subject to a 10' Slope & Drainage SETBACK LINE. (i.e. 35'from Easement along all Rights —of —Way and a 10' road Right—of—way) Utility Easement along all Property Lines. �XLTX o��l OA KDA L E CR O S SI.I � G P. DUANEG DATE: APRIL 12, 1989 SCALE:1" =100' u, W'1 NO. 1235 SHEET gilbert w. cliffor & associates, inc. F�'� 9C4 7 '.41 �Engineers . Land Planners of LAND 6v Surveyors I30•C OW G..—kbOrtr6 20 Se di 0—So— 8 Vinial, 2240103996.2113 Wiuehsnq Vir io 60 REVISED DECEMBER 14, 1989 REVISED.AUGUST 9, 1990 sF or Ns EX. GAS ESM'T S �� 5'05FN% ?., RQq� ti 4. 68, ' 38.12 • 1S. R 6S E;, 20' DRAINAGE ESM'T 344,. S 3246„> (60',q F ) 761.30 \ \ 247 8 OT 65 4' 45.43' 0 611 Sq. _ Ft.o 17, 14.62' LOT 64 �;��� 02° N 24,321 Sq. Ft. ry ° �O A� 0 . t O 9 8 LOT 66 20' SAN. SEWER ESM'T. --- 72� SS• 20 23,051 Sq. Ft. O o� LOT 2 N/F SSy, 17 35.00' N 79'45'13' W U NEUMANN20' sAN. Sew. ES Tc� 0--� PUMP STATION SITE - LOT 63 21 <u o 1-2 N1'5024'36"E 40.00' 61200 Sq. Ft. 16 v ' 2-3 S65°26'02'E-40.Oti'. �� LOT 67 3-4 S15e24'36"W 4aA0<u !/N 88'21'24" E 15 15,477 Sq: Ft. 10 ( 4-1 N65e26'02"W40o Q 125.03' 14 (D © O S 88'57'38" W `o 1,680 Sq. Ft. 2 196.77' 7t ~ h LOT 62 z 15,008 Sq. Ft. iy LOT 68 11 LOT 3 \• /� �OG\F`p 17,276 Sq: Ft. O , d �5� / O 'per �F 12 0.45 Ac. to be �66i �4� 2 ,, �`Al 13 �2g0 conveyed to / 30' INGRESS-E ES� (50' R s'�•425e w LOT 4 Neumann LOT 61 ESM'T. QeV �W) 6g5� 22,779 Sq. Ft 27� 2 • 6 �2'8D 0 • r LOT 60 W LOT 58 2. 19,181 Sq. Ft. / N a, h /,�) LOT 5g ��� 15,535 Sq. Ft: LOT 41 0 rko 16,0446-�Sq. .Ft. (See , 8 8�' �T Z Shedt of a 35 29 O SQ .11 20' DRAINAGE ESM'TJ LOT 42 o DENOTES IRON ROD TO BE SET �" `30' SAN. SEW. ESM 4j� b ON LOT LINES AT THE BUILDING N IVS 4J10 SETBACK -LINE. (i.e. 35'fr6rn o/o LOT 51 F VO� road Right —of —Way) co — 27,361 Sq. Ft. r S 05'12'22" E LOT A. 175.9 9' Min. Front Setback =II 35' LOT 43 20' ACE & SAN. se#. e T 15,010 Sq. F Min. Rear Setback = 25' N S9 20' EW. Min. Side Setback- _ 10' �� 1• h k LOT 50�'�s?�v11 All Lots are Single Family Detached — Traditional. . �, All Lots are subject to a 10' Slope &_Drainage 0 ,h`� tips LOT 53 Easement along all Rights —of —Way and a 10' p`'�dro°' `�09, Utility Easement along all Property Lines. ti 4- n dKDALE CROSSING P. DUANE BROWN DATE: APRIL 12, 1989 SCALE:1" =100' NO. 1235 SHEET �.� 04 gilberr W. cliffor & associates,,' inc. $ EnSLueers Land Plsuaas Of LAINO S Surveyors ckskaw. VirjLial i w 96*2113 VIRGINIA: FREDERICK COUNTY, SCT. REVISED DECEMBER 14, 1989 This instrument of wrl ' g was produced Revised February 8, 1990 to me on the�� /yam day of �o✓� f,� 19 � a_t� "-,`—,%and ith Certificate of acknowledgment thereto annexed w3S admitted to record. o April 25, 1990 Mr. Wayne Miller, Frederick County 9 Court Square T� ,' {. A P,, rrn;4 --0 G/v-CID r` 1 Vii 1 1990 Zoning Administrator � .S Planning Department P.O. Box 601 Winchester, VA 22601 l ENGINEERS Re: Oakdale. Crossing _. ARCHITECTS Erosion and Sedimentation Control Plan SCIENTISTS 17555.078 Dear Mr. Miller: We have reviewed the above plan. Our comments are as follows: 1. A construction entrance is required. 2. Inlet protection is required for all inlets to control siltation in the inlets and storm drain during the construction. 3. The storm detention facility should be entirely outside the lots 33, 34, 35 & 36. It is not clear from the plans submitted whether the two-year or the one hundred year water surface elevations encroach onto these lots. Clarification is required. 4. Silt fence or other measures are required to be shown on the plan at all appropriate places. The plan sheets submitted to us do not show any temporary erosion and sedimentation control measures. Please have the engineer submit the responses to us for our final review and comments. If you have any questions or comments, please call. Since , NOHU & ASSOC ES, INC. Paul A.Bernard, P.E. Project Manager PAB:mb ".0 Waples Mill Road - ENGINEERS Suite 100 ARCHITECTS Fairfax, Virginia 22030 SCIENTISTS 703.385.3566 Wayne Miller, Zoning Administrator Frederick County Planning Dept. 9 Court Square, P.O. Box 601 Winchester, Va. 22601 Your Authorization: Signed Agreement Oakdale Crossing Erosion & Sedimentation Control Plan ft Date: April 27, 1990 Please Reference: Project No. 17555. 078 Invoice No. 9003778 Client No. 07534 Principal .5 hrs @ 48.00 24.00 Project Manager 1.5 hrs @ 33.25 49.88 Senior Engineer 3.0 hrs @ 33.25 99.75 Admin. Assist. .5 hrs @ 14.50 7.25 Total Direct 180.88 Total Indirect 271.32 TOTAL DUE THIS INVOICE $ 452.20 ry�,Lg3�31 � 3 RA r 199Q dN R11�`tv[p �61 8LL/ 1'� i CMVIMON'77E iLTH of VIR IN"is F 7 M is 2 DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. r'ETHTEL EDINBURG,22824 tNILL�AM H. BUSHMAi! cO.1e0aISSIONER (703) 984-4133 RESIDENT ENGINEER December 21, 1989 Mr. Paul L. Barbour, Vice President Ref: Oakdale Crossing Subdivision Buckley-Lages, Inc. Route 657 P. O. Box 3231 Frederick County Winchester, VA 22601 Dear Paul: Enclosed please find approved Land Use Permit Assembly 1#855-00920 to cover the construction of a standard street connection and installation of 100'x24" RCP on the State's right-of-way at the above referenced development. Please be advised prior to the installation of the sanitary master metering and sampling station, a permit issued jointly to the Frederick County Sanitation Authority will need to be applied for to cover said work. Should you have any questions concerning the above, do not hesitate to call. Sincerely, W. H. Bushman Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC! rf Enclosures xc: Mr. J. B. Diamond Mr. R. W. Watkins Mr. Fred Glaize Mr. John Whitacre (F.C.S.A.) Mr. Mike Hammer (G. W. Clifford) TRANSPORTATION FOR THE 21 ST CENTURY G. of W. CLIFFORD Mr. Kris Tierney Frederick County Planning 9 Court Square Winchester, VA 22601 Dear Kris: j ASSOCIATES, IN OCT I 0 20 South Cameron Street P.O. Box 2104 Winchester, Virginia 6 703-667-2139 October 9, 1989 Re: Oakdale Crossing We have revised the location of the detention pond. It has been shifted up stream or to the east. This was done to get the dam off of the gas easement. The drainage from the storm sewer on Huntersridge Road is still captured by the pond and the detention capabilities are unchanged. ±'lease let me know if this well require a detailed approval process. Regards, #MislowWsk cc: Fred Glaize Mike Carroll RM/clh 7 � 2 I COMMONWEALTH ®f VIRGINIA - DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER (703) 984-4133 RESIDENT ENGINEER September 28, 1989 Mr. Ron Mislowsky C/O G. W. Clifford & Assoc. 20 S. Cameron St. P. O. Box 2104 Winchester, VA 22601 Dear Ron: Ref: Oakdale Crossing Subdivision Route 657 Frederick County This is to acknowledge receipt of your revised plans dated September 22, 1989 to the above referenced location. The plans appear satisfactory and are approved. Please advise the developer accordingly. I offer the following comrients: A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT shall be conducted prior to initiation of work. Materials used and method of construction shall apply to current observed VDOT Road and Bridge Specifications applicable during construction of this develoFment. 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. Attached is a copy of the minimum requirements and data for subdivision streets prior to acceptance into the Secondary System. This is the responsibility of the developer. 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 (forty-eight) 48 hours notice for inspections. A land use permit shall be obtained before any work is performed on the State's right-of-way. If mailboxes are to be placed along the roadway fronting lots, they are to be installed in accordance with the attached. TRANSPORTATION FOR THE 21 ST CENTURY Mr. Ron Mislowsky September 28, 1989 - Page Two - Private entrances will be installed in accordance to the attached CG-9D Specification Sheet. This is the developer's responsibility. • Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. Any signs to be installed will be in accordance with attachments. Prior to this development's inclusion into the State's Secondary Road System an agreement will be required between VDDT and Frederick County which absolves the Department from any maintenance or liability responsibility of the detention basin. In response to your comment in your letter dated September 22, 1989, the developer has no power to require this agreement be made between Frederick County and VDOT. I agree. However, it will be the developer's responsibility to supply the agreement. Should you need additional information, do not hesitate to call. Sincerely, W. H. Bushman Resident Engineer vl By: Robert B. Childress Hwy. Permits & Subd. Spec. Sr. RBC/rh Attachments xc: Mr. R. L. Moore Mr. J. C. Heatwole (w/ attach.) Mr. F. E. Wymer Mr. R. W. Watkins Mr. Jim Petry, Bowman & Glaize vti=� may, � 2 2 ?� t ►1,! ail COMMONWEALTH of VIRQ1 ffA' .f DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER ( 703 ) 984-4133 RESIDENT ENGINEER September 21, 1989 Mr. Ron Mislowsky C/O G. W. Clifford & Assoc., Inc. 20 South Cameron Street Post Office Box 2104 Winchester, Virginia 22601 Dear Ron: Ref: Oakdale Crossing Subdivision Route 657 Frederick County Upon further review of the above referenced development's site plans dated September 1, 1989 please find my recommendations on the attached carbon print marked in red and as follows: 1. The emergency spillway is to be constructed with riprap over filter cloth. 2. The detention basin is to be labeled as such. 3. A statement is to be added to the plans as follows: "An agreement will be required between VDOT and Frederick County which absolves the Department of Transportation of any maintenance or liability responsibilities of the detention basin prior to this development's inclusion into the State's Secondary Road System." This will be the developer's responsibility. Please revise the plans to reflect the above recommendations and resubmit for final approval. I will require one (1) complete set of revised plans and two (2) revised Sheets 5 & 11 of 13 for my files. Please advise the developer before any construction can begin on the State's right-of-way he will need to apply for a land use permit. The permit is issued by my office and requires an inspection fee and surety bond coverage. Should you have any questions concerning the above, do not hesitate to call. Sincerely, W. H. Bushman Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC / rf Attach. xc: Mr. R. L. Moore, Mr. J. C. Heatwole, Mr. R. W. Watkins, Mr. Jim Petry of Bowman & Glaize TRANSPORTATION FOR THE 21 ST CENTURY 'K COUNTY of FREDERICK IDepartment of Planning and Development 703/665-5651 FAX 703/667-0370 September 22, 1989 Glaize Developments, Inc. ATTN: Elaine P.O. Box 2598 Winchester, Virginia 22601 Dear Elaine: This letter is to clarify fees due to Frederick County for the Oakdale Crossing subdivision plat: Subdivision Base Fee: $ 250.00 $35.00/lot (68 lots): 2,380.00 Engineer's Costs: 1,103.08 Total: $ 3,733.08 Your Check #6232 - 1,103.08 Amount still due: $ 2,630.00 Please send us a check for the remaining $2,630.00. If you have any questions regarding this matter, please do not hesitate to call me. I have enclosed our fee schedule for your reference. Sincerely, Renee' Arlotta, Office Manager Frederick County Planning Department 9 Court Square - P.O. Box 601 - Winchester, Virginia - 22601 SUBDIVISION OAKDALE CROSSING zoned RP (Residential Performance) a6single family lots (39 acres) LOCATION: 3500' east of the Rt. 81, Senseny Road intersection, fronting on Senseny Road. MAGISTERIAL DISTRICT: Shawnee ADJACENT LAND USE AND ZONING: Residential, Business and Public land use and RP (Residential Performance), and B-1 (Business Neighborhood) zoning. PROPOSED USE AND IMPROVEMENTS: traditional lots. REVIEW EVALUATIONS: 68 single family detached, rural VA. Dept. Transportation - See letter attached. City of Winchester - No connection (direct) to City sewer. Sewer will need to be pumped up Senseny Road. Parks and Recreation - This department would request that a project summary, as it relates to recreation and open space requirements, be submitted prior to our review. Winchester Regional Airport - Developers must be advised of the Frederick County Airport District. Furthermore, although airport noise should not be a factor, future residents should be advised of the developments proximity to the Airport. Sanitation Authority - Approved contingent on addressing four items noted on drawings and on City approval of sewer agreement with FCSA. Local Fire Company - No problem with this site at this time. Fire Marshall - Fire hydrant locations conform to Frederick County Chapter 10 except for lot # 11. It is more than 400' to lots #16 & 17 but I think it is better to leave hydrant on the corner of lot 11 than to move it closer to lots 16 and 17. Inspections Department - This request for subdivision approval shall comply to use group "R" Residential Section 309.0 of the BOCA Code. Planning and Zoning - The proposed subdivision conforms to the approved MDP with the exception of the relocation of the storm water retention ponds, the justification for this should be given. Also, individual lot sizes should be indicated on the plan. Comments from VDOT, Parks and Recreation, the Sanitation Authority, and the County Engineer will need to be addressed prior to final approval. Staff Recommendation: Approval. COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-4133 June 5, 1989 Mr. Ron Mislowsky C/O G. W. Clifford & Assoc., Inc. 20 South Cameron Street Post Office Box 2104 Winchester, Virginia 2-0601 Dear Ron: 61589 J � WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Oakdale Crossing Subd. Route 657 Frederick County As requested, we have reviewed the above referenced plans dated April, 1989. Please find my recommendations on the attached plans marked in red and as follows: 1. The difference in pre and post develcFment indicate a 24" pipe is required to supplement existing pipe downstream under Oak Ridge Road intersection with Route 657. 2. The proposed detention basin at the bark of Lots No. 32-35 should be enlarged or shifted to intercept the storm sewer cutfall (Culvert No. 13) between Lots No. 35 & 36. There is some confusion in reviewing the storm water manageinent computations as some of the data indicates the Hill. Crest project for the Town of 4vccdstcck. 3. Typ.lc-al. section with the grass median is to be deleted. Pavement width an Crestleigh Drive to be increased to 34' or 38' face to face of curb. Standard CG-6 Curb & Gutter is to be used in lieu of CG-7 due to drainage. No super elevation is to be used in construction of curves. 4. The grade intersection of Winterberry Court with Crestleigh Drive to be adjusted to provide a pavement swale for drainage across Winterberry Court. 5. The sag drop inlets should be checked for spread using a two (2) year storm and 0.1% approach grade. The maximum allowable spread is 8' to 10' from face of curb. Drop Inlets Standard DI-3B are to be added approximately 50' upgrade of the sag inlets at Stations 1+50, Crestleigh Drive, 4+90, Laurelwood Drive, left of Station 3+40 and 10+90 Hunter's Ridge Road. 6. Inlets No. 14 & 15 are to be changed to Standard DI-3A types due to the intersection radius. 7. End sections to be installed on Culvert No. 18 & 19 in lieu of head walls. TRANSPORTATION FOR THE 21 ST CENTURY Mr. Ron Mislowsky June 5, 1989 - Page TIwo - 8. Erosion stone to be placed on all storm sewer outfall pipes. 9. CD Underdrains to be installed at all sag in grades. 10. A 150' right turn taper and 40' intersection radii to be constructed at the intersection with Route 657. Please revise and resubmit with accurate storm management calculations and predicted traffic totals for my review. Should you have any questions, please call. Sincerely, W. H. Bushman Resident Engineer 4 By: Robert . Childress Hwy. Permits & Subd. Spc-c:. Senior RBC/rh Attachments xc: Mr. R. L. Moore �Nlr. J. C. Heat%.-ole / Hr. . R . W. Wlatkins J APPLICATION AND CHECKLIST SUBDIVISION FREDERICK COUNTY VIRGINIA Fee Paid Date: June 14, 1989 Application # Applicant/Agent: G.W. Clifford & Associates Address: 20 S. Cameron St. Winchester, VA 22601 Phone: (703) 667-2139 Owners name: Bowman Trucking Address: P.0. Box 8 Stephens City, VA 22655 Phone: (703) 662-2092 r Please list names of all owners, principals, and/or majority stockholders: Contact person: Charles E. Maddox, Jr. Phone: (703) 667-2139 Name of Subdivision: Oakdale Crossing Property Location: 3500' + East of 81 Senseny Road Intersection fronting on Senseney Road (Give State Rt.#, distance and direction from intersection) Magisterial District: Shawnee Tax ID Number (21 digit) 54000-A00-0000-0000-01310 5 Property zoning and present use: RP vacant Adjoining property zoning and use: B-1 Service Station RP Residential and B-1 Residential and School Has a master Development -Plan been -submitted for this project? Yes x No If yes, has the final MDP been approved by the Board of Supervisors? Yes x No What was the MDP title? Oakdale Crossing Does the plat contain any changes from the approved MDP? Yes No x If yes, specify what changes. 0 Civil Engineering Comments Oakdale Crossing HSO #72106-4-0014 6/25/89 DRAINAGE• 1. The design time of concentration of 15 minutes for all structures is not realistic. Some of the drainage areas would be closer to a 5 min Tc to the inlets. VDOT now recommends an I of 3.5 in/hour for inlet design. The pipes should be designed for the 10 year storm with an appropriate Tc. Please verify these. 2. The spread of water within the road sections should also be indicated. It does not appear that there are enough inlets to control the spread for some of the drainage areas. Design in accordance with the VDOT Drainage manual. Show maximum spread for each inlet. 3. Provide stormwater management design including outlet design, routing computations, and required easements. 4. Show emergency spillway section for the detention pond and adequacy of receiving channel to the west. 5. Verify water surface elevationn at HW 18 & 19. 6. Verify the discharge rates at section AA, BB, and CC based on any revisions to the drainage divides, values of I, C, and Tc. 7. The minimum standard length for a DI-3C=61. Please revise accordingly or use DI-3A. 8. Some of the storm sewer lengths in profile don't match the table data. Please verify. GENERAL' 1. It is recommended that the sanitary lines on the plan view be labeled (length, size, type & slope). 2. Water and sanitary sewer service connections should be indicated on profile or in a service connection schedule. 3. Erosion and sediment control measures must be indicated along with a narrative. These can be indicated on the Drainage Map. End of Comments 790 Oak Ridge Road Winchester, Virginia 22601 July 18, 1989 Mr. George Romine 1277 Shockey Drive Winchester, Virginia 22601 Dear George: As my representative for the Shawnee District on the Planning Commission, I would like to voice to you my concerns about the drainage of the Oakdale Subdivision. Page (5) Five of the drainage plan shows the drainage retention pond. Is this retention pond adequate to handle on -site as well as off -site water? As you know, the future development of "off -site" is certain and needs to be addressed now. My second concern is the drainage culverts, also shown on Page (5) Five of the drainage plans, being brought in the drainage way in front of the retention pond. Will this increase the flow in front of my house? As I see no study of drainage on my property, I will assume that no increase in flow is expected. As I have stated before, I am not opposed to the subdivision, but I am concerned about the drainage. As Mr. Stiles stated at a previous meeting, State Regulation forbids any increase in the existing flow. I would like my concerns read into the records for the future. Sincerely, Ken Kisner cc: Mr. James Golliday Chairman, Planning Commission r G.W.CLIFFORD & ASSOCIATES, INC. 20 S.CAMERON ST. PO BOX 2104 WINCHESTER, VIRGINIA 22601 703-667-2139 Winchester. Va. 22601 1 LETTER OF TRANSMITTAL PRESENT DATE JOB NO. July 12, 1989 ATTENTION Kris Tierney RE: nnkrlala (;rns.inn WE ARE SENDING YOU FT] ATTACHED UNDER SEPARATE VIA ❑ HAND DELIVERED ❑ CHANGE ORDER SAMPLES SHOP DRAWINGS Fx-1 PRINTS x❑ PLANS COPY OF LETTER COPIES DATE I DESCRIPTION 15 1 ISite Development Plan (sheets 4 and ARE TRANSMITTED ❑ APPROVED/SUBMITTED X❑ FOR APPROVAL ❑ APPROVED/AS NOTED Q FOR YOUR USE ❑ RETURN/CORRECTIONS ❑ AS REQUESTED ❑ FOR REVIEW or COMMENT ❑ FOR BIDS DUE ------------ 19___ REMARKS COPY TO: THE FOLLOWING ITEMS SPECIFICATIONS ❑ OTHER ❑ RESUBMITFOR APPROVAL ❑ SUBMIT___ FOR DISTRIBUTION ❑ RETURNED_ CORRECTED PRINTS ❑ LOAN PRINT/RETURN RETURN/WITH SIGNATURES SIGNED C. E. Maddox, Jr., P.E., V.P. REV. 2.0 Harris, S a. Orsillo, Inc. Planners/Engineers/Surveyors Fair Center/ 11240 Waples Mill Road/Suite 100/Fairfax, VA 22030 (703) 385-3566,Manassas, VA (703) 368-3124 July 6, 1989 Mr. Kris Tierney, Deputy Director Frederick County Planning Dept. 9 Court Square P.O. Box 601 Winchester, VA 22601 Re: Oakdale Crossing Subdivision HSO #72106-4-0014 Dear Mr. Tierney: IECCOW i; ,All. i 010 Yi ll We have completed our review of the above subdivision. I recommend that the attached comments be adequately addressed prior to plan approval. Should you or the engineer have any questions, please let me know. PAB/km Enclosure S' cer ly, Paul A. Bernard, P.E. Vice President Hams, Ln=jga &Assodates, Inc. Frederick, MD/(301) 662-4488 �, ,M 7 Baltimore, M D/(301) 486-1511 lla 4s,jn arega, 1111C. Planners/Engineers/Surveyors Fair Center/11240 Waples Mill Road/Suite 100/Fairfax, VA 22030 (703) 385-3566,Manassas, VA (703) 368-3124 Kris Tierney, Deputy Director Frederick County Planning Dept. 9 Court Square, Box 601 Winchester, Va. 22601 INVOICE # PROJECT# 72106-4-0014 PROJECT: Oakdale Crossing FOR PROFESSIONAL SERVICES RENDERED THRU: PROFESSIONAL SERVICES HRS. RATE AMOUNT Principal 2.0 @ 48.00 96.00 Project Manager 3.7 @ 33.25 120.03 Engineer 13.0 @ 19.90 258.70 Admin. Assist. Harris, Sjmwiga &Assodaes, hic Frederick. MD/(301) 662-4488 1.5 @ 14.50 14.50 Total Direct 441.23 Total Indirect (1.5) 661.85 TOTAL THIS INVOICE $1103.08 2&� b k4OAitA-) Smar� Baltimore, MD/(301) 486-1511 REQUEST FOR SUBDIVISION PLAT COMMENTS Doug Kiracofe, Frederick County Fire Marshall P.O. Box 601, Winchester, Virginia 22601 (703) 665-5651 The Frederick County Fire Marshall is located at 21 Court Square in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Inc. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club Fire Marshall Comments: L' / /�G LOTS �(�- �/ /✓L/Y _L T<�/.C/.� /T Z -,,-Z /� o� ,�.�,�- LoT // oG ��' �e�e� �o�a�iod 7a i7 /J70!/� �LOSf2� Fire Marshall Signature & Date: (NOTICE TO FIRE MARSHALL - PLEASE RETURN THIS FORM TO AGENT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach TWO copies of your plans and/or application form. REQUEST FOR SUBDIVISION PLAT COMMENTS Frederick -Winchester Health Department ATTN: Herbert L. Sluder, Sanitation Engineer P.O. Box 2056, Winchester, Virginia 22601 (703) 667-9747 The Frederick -Winchester Health Department is located at the intersection of Smithfield Avenue and Brick Kiln Road, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Inc. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club Health Department Comments: 114 n 41 "_/, _ .. x _ _ Health Signature and Date: ��1 .5-"1,3- (NOTICE TO HEALTH DEPT. - PLEASE RETURN THIS FOR AGENT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your plans and/or application form. ow l REQUEST FOR SUBDIVISION PLAT COMMENTS Frederick County Sanitation Authority ATTN: Wellington Jones, Engineer/Director P.O. Box 618, Winchester, Virginia 22601 (703) 665-5690 The Frederick County Sanitation Authority is located on the second floor of the Old Frederick County Courthouse in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Inc'. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club Sanitation Authority Comments: P,I�F'Roy,El 4 5 0 7-,,54 . - /4' 17,0'�W s , IA it w I.v Sanit . Signature & Date: !!!ty 4Y,4 (NOTICE TO SANITATION EASE RETURN THIS FORM TO AGENT.) ' NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach TWO copies of your plans and/or application form. C O 41 rlh t ,,E�vT 1 REQUEST FOR SUBDIVISION PLAT COMMENTS Doug Kiracofe, Frederick County Fire Marshall P.O. Box 601, Winchester, Virginia 22601 (703) 665-5651 The Frederick County Fire Marshall is located at 21 Court Square in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Inc. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club Fire Marshall Comments: Fire Marshall Signature & Date: (NOTICE TO FIRE MARSHALL - PLEASE RETURN THIS FORM TO AGENT.). NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach TWO copies of your plans and/or application form. n�, REQUEST FOR SUBDIVISION PLAT COMMENTS Frederick County Parks & Recreation Department ATTN: James Doran, Director P.O. Box 601, Winchester, Virginia 22601 (703) 665-5678 The Frederick County Parks & Recreation Department is located on the second floor of the Frederick County Administration Building, 9 Court Square,-W-inchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Inc. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club Parks & Recreation Department Comments: This department would request that --a projet summary, as it relates to recreation and open space requirements, be completed prior to our review. If you should have any questions regarding this request, please give me a call. Parks Signature and Date: May 22, 1989 (NO/: CP, TO PARKS - PLEASE RETURN THIS FORM TO THE AGENT.) NOTICE T= APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your plans and/or application form. s REQUEST FOR SUBDIVISION PLAT COMMENTS Winchester Regional Airport ATTN: Kenneth F. Wiegand, Executive Director Route 1, Box 208-A, Winchester, Virginia 22601 (703) 662-2422 The Winchester Regional Airport is located on Route 645, off of Route 522 South, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Inc. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club Winchester Regional Airport Comments: ' Airport Si a'ture &mate �� C) (NOTICE TO AIRPORT PLEASE RETURN T IS FROM TO THE AGENT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your plans and/or application form. FFD�. Tl—oI wI,a t i �h REQUEST FOR SUBDIVISION PLAT COMMENTS Frederick County Inspections Department ATTN: Kenneth L. Coffelt, Director P.O. Box 601, Winchester, Virginia 22601 (703) 665-5651 The Frederick County Inspections Department is located at 9 Court Squard in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Inc. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club Inspections Department Comments: c� O 7 c �� r-� ➢`� �.� ��_ Inspect. Signature & Dater 1 K- (NOTICE TO INSPECTIONS - PLEASE RETURN THI TO AGENT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your plans and/or application form. r- r R "EIVED MAY I i 199�, REOUEST FOR SUBDIVISION PLAT COMMENTS City of Winchester, Virginia ATTN: Tim Youmans, Planning Director 15 N. Cameron Street, Winchester, Virginia 22601 (703) 667-1815 The City of Winchester offices are located in Rouss City Hall at 15 North Cameron Street in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: APPLICANT: Bowman Trucking Company, Ind. P.O. Box 8 Stephens City, VA 22655 703 869-1800 AGENT: G. W. Clifford & Assoc. P.O. Box 2104 20 S. Cameron Street Winchester, VA 22601 Name of development and/or description of the request: Oakdale Crossing, 68 Single Family Units Location: South of Senseny Drive, and east of the Winchester Country Club City of Winchester Comments: Al City Signature and Date: � $j (NOTICE TO CITY - PLEASE RERE UT�RN THIS FORM TO THE AGENT. NOTICE TO APPrICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please also attach a copy of your plans and/or application form. COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER ( 703 ) 984-4133 RESIDENT ENGINEER June 5, 1989 Mr. Ron Mislowsky Ref: Oakdale Crossing Subd. C/O G. W. Clifford & Assoc., Inc. Route 657 20 South Cameron Street Frederick County Post Office Box 2104 Winchester, Virginia 22601 Dear Ron: As requested, we have reviewed the above referenced plans dated April, 1989. Please find my recommendations on the attached plans marked in red and as follows: 1. The difference in pre and post development indicate a 24" pipe is required to supplement existing pipe downstream under Oak Ridge Road intersection with Route 657. 2. The proposed detention basin at the back of Lots No. 32-35 should be enlarged or shifted to intercept the storm sewer outfall (Culvert No. 13) between Lots No. 35 & 36. There is some confusion in reviewing the storm water management computations as some of the data indicates the Hill Crest project for the Town of Woodstock. 3. Typical section with the grass median is to be deleted. Pavement width on Crestleigh Drive to be increased to 34' or 38' face to face of curb. Standard CG-6 Curb & Gutter is to be used in lieu of CG-7 due to drainage. No super elevation is to be used in construction of curves. 4. The grade intersection of Winterberry Court with Crestleigh Drive to be adjusted to provide a pavement swale for drainage across Winterberry Court. 5. The sag drop inlets should be checked for spread using a two (2) year storm and 0.1% approach grade. The maximim► allowable spread is 8' to 10' from face of curb. Drop Inlets Standard DI-3B are to be added approximately 50' upgrade of the sag inlets at Stations 1+50, Crestleigh Drive, 4+90, Laurelwood Drive, left of Station 3+40 and 10+90 Hunter's Ridge Road. 6. Inlets No. 14 & 15 are to be changed to Standard DI-3A types due to the intersection radius. 7. End sections to be installed on Culvert No. 18 & 19 in lieu of head walls. TRANSPORTATION FOR THE 21 ST CENTURY Mr. Ron Mislowsky June 5, 1989 - Page Two - 8. Erosion stone to be placed on all storm sewer outfall pipes. 9. CD Underdrains to be installed at all sag in grades. 10. A 150' right turn taper and 40' intersection radii to be constructed at the intersection with Route 657. Please revise and resubmit with accurate storm management calculations and predicted traffic totals for my review. Should you have any questions, please call. Sincerely, W. H. Bushman Resident Engineer By: Robert . Childress Hwy. Permits & Subd. Spec. Senior RBC/rh Attachments xc: Mr. R. L. Moore Mr. J. C. Heatwole Mr. R. W. Watkins r G.W.CLIFFORD & ASSOCIATES, INC. 20 S.CAMERON ST. PO BOX 2104 WINCHESTER, VIRGINIA 22601 703-667-2139 TO: Winchester, VA 22601 1 ;I LETTER OF TRANSMITTAL PRESENT DATE JOB NO. June 8, 1989 ATTENTION Chris Tierney RE:Onkrlala rrnccinri WE ARE SENDING YOU n ATTACHED F-� UNDER SEPARATE VIA X❑ HAND DELIVERED CHANGE ORDER SAMPLES SHOP DRAWINGS PRINTS x❑ PLANS COPY OF LETTER THE FOLLOWING ITEMS SPECIFICATIONS ❑ OTHER COPIES DATE DESCRIPTION 4 4/89 Complete Set, Sheets 1-13 1 6/89 Application and Checklist for Site Plan Subdivision Plat Comments 1 Complete Set and Plat Comments for Engineer x❑ ARE TRANSMITTED APPROVED/SUBMITTED ❑ FOR APPROVAL ❑ APPROVED/AS NOTED X❑ FOR YOUR USE ❑ RETURN/CORRECTIONS ❑ AS REQUESTED © FOR REVIEW or COMMENT ❑ FOR BIDS DUE ------------ 19___ REMARKS COPY TO: RESUBMIT___ FOR APPROVAL ❑ SUBMIT___ FOR DISTRIBUTION ❑ RETURNED_ CORRECTED PRINTS ❑ LOAN PRINT/RETURN x� RETURN/WITH SIGNATURES SIGNED Ron Mislowsky D LE [ 11A 11 ' REV. 2.0 a G.W.CLIFFORD & ASSOCIATES, INC. 20 S.CAMERON ST. PO BOX 2104 WINCHESTER, VIRGINIA 22601 703-667-2139 TO: Winchester, VA 22601 1 LETTER OF TRANSMITTAL PRESENT DATE JOB NO. June 9, 1989 ATTENTION Chris Tierney RE: Onkr pip (rnccinn WE ARE SENDING YOU n ATTACHED F-] UNDER SEPARATE VIA HAND DELIVERED ❑ CHANGE ORDER SAMPLES SHOP DRAWINGS PRINTS x❑ PLANS COPY OF LETTER COPIES I • DATE I DESCRIPTION 1 4/89 lComplete Set, Sheets 1-13 x❑ ARE TRANSMITTED F� APPROVED/SUBMITTED Fl FOR APPROVAL APPROVED/AS NOTED X❑ FOR YOUR USE ❑ RETURN/CORRECTIONS © AS REQUESTED ❑ FOR REVIEW or COMMENT ❑ FOR BIDS DUE ------------ 19___ REMARKS COPY TO: THE FOLLOWING ITEMS 1-1 SPECIFICATIONS ❑ OTHER ❑ RESUBMITFOR APPROVAL ❑ SUBMIT___ FOR DISTRIBUTION RETURNED_ CORRECTED PRINTS ❑ LOAN PRINT/RETURN x❑ RETURN/WITH SIGNATURES Lp lS� cn •�''Q�.�O SIGNED Ron Mislowsky REV. 2.0 OAKDALE CROSSING SUBDI`�ISION Shawnee District 9 r ,,, q I