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Hampton Chase 114 Lots Stonewall District - Backfile (2)
SUBDIVISION CHECKLIST The application is not complete if the following are not present: Submission Package �0 1. Two sets of comment sheets from the following agencies along with any marked copies of the plan; v VDOT City of Winchester Co. San. Auth. - ✓� Co. Hlth. Dept. L� Inspections Dept. Parks & Rec. 1� Fire Marshall Local Fire Company 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 DATE 1,2�00 Application Received IV Subdivision Information forwarded to Consulting Engineer Review/Invoice received from Engineer la! g Fee Paid (amount $ ica5$O.Oo ) Goe°ou F,�s+ 10 Wfs 4to8� 1A�{ 10'�S YQbied— II a) Subdivision heard by Planning Commission ,I40 . �� PC ic- Final plat submitted with review agency signatures and; '-' deed of dedication 1--� bond estimate �— Final plat information forwarded to Engineer ..Review received from Engineer Final Fee paid /"wy��l � RECEIPT *� 1'12 02L_ 33 AMOUNT DUE $ 07 AMOUNT BALANCE DUE PAID BY ❑ CASH CHECK ❑ OTHER F ; :'::"v i'1 ; . Or' PLANNING AND DEVELOPMENT P. O. BOX Sot CC-- 0' ',QUAKE WINCHESTER, VIRG►N%A '7E01 DATE RECEIVED FROM _ �` Ael ADDRESS G •G6" 'i TH1Ey�flg�l1 AF DOLLARS `y-' /�l/ G C_J FOR , - •�7CJ \ : A' 4Q f1 c DAY -TIMERS RE -ORDER No. 3221 — Printed in USA r 0 L PC Review: 1/16/91 PC Review: 3/06/91 SUBDIVISION APPLICATION and REVISED MASTER DEVELOPMENT PLAN HAMPTON CHASE 114 LOTS 29 Zero Lot Line - 85 Townhouses LOCATION: Adjacent to Winchester/Frederick County line, 143 feet northeast of Green Street at the end of Butler Ave. and Apple Street MAGISTERIAL DISTRICT: Stonewall PROPERTY ID NUMBER: 54000-A00-0000-0000-00940 ZONING & PRESENT USE: Zoned RP (Residential Performance), present use - vacant ADJOINING PROPERTY ZONING & USE: Zoned RP (Residential Performance), MR (City Residential) M-1 (Light Industrial) and M- 2 (General Industrial) - Land Use - vacant and industrial REVIEW EVALUATIONS: Va. Department of,Transportation: See letter dated December 41 1990. Inspections Department: This request for subdivision and site plan approval shall comply to Use Group "R" Residential Section 309.0 of the BOCA National Building Code 111987" Fire Marshal: Fire lanes are required by each hydrant in accordance with Frederick County Chapter 10. One additional hydrant will be necessary at Lot 15 or at Lot 16 to comply with the 300' coverage requirement for single family dwellings. Sanitation Authority: First review - 20 items correct and resubmit. Health Department: No objection as long as project connected to central water and sewer. Parks and Recreation: Site Plan dated September 1990 appears to meet all open space and recreational requirements. Planning & Zoning: This subdivision came before the Commission at your January 16th meeting at which time the applicant expressed a desire to eliminate the curb and gutter from the proposed extension of Butler Avenue. As this constituted a change from the approve MDP, the Commission tabled the request .until such time that the MDP was revised to reflect the desired changes. Attached is the revised MDP. The revisions include the deletion of curb and gutter from extension of Butler Avenue through to Fort Collier, the elimination of the proposed stub road at the western edge of the property that would allow a future connection to Smithfield Avenue, and the relocation, and design change to the connection with Fort Collier. The City of Winchester was asked to comment on the revised plans, their comments are also attached. The City is not in favor of the elimination of curb and gutter. The subdivision conforms to the revised Master Development Plan. The MDP was approved under our previous Zoning Ordinance, and the buffer requirements that would be required between this development and the M-1 zoned land to the northeast under our current ordinance do not exist. Currently a 25 foot active and a 25 foot inactive buffer would be required. This plan does have a 50 foot setback between the property line and the lot lines. The plan also states that all parking areas will be dedicated to and maintained by the Homeowners Association. The stormwater management plan for this subdivision appears to be adequate. There are two comments in the Donohue letter of January 2, 1991 concerning the emergency spillway that still need to be addressed. STAFF RECOMMENDATIONS FOR 1116191 MTG: Approval with the condition that all review agency comments be adequately address. PLANNING COMMISSION RECOMMENDATIONS OF 1116191 MTG: Table until applicant submitts revised MDP. STAFF RECOMMENDATIONS FOR 3106191 PIC MTG.: Approval of the subdivision contingent upon Board of Supervisors approval of the revised MDP and all review agency comments being adequately addressed. ,a lb77I3 i;�. T Li i 14031 UL0 Wi LL`c_� N!.E DAVID R. GEHR PU BOX 27' November 7, 1994 Mr. P. Duane Brown, C.L.S. Ref: Hampton Chase Subdivision C/O G. W. Clifford &-Associates, Inc. Route 1322 200 North Cameron Street Frederick County Winchester, VA 22601 Dear Duane: As requested, we have signed and are returning the final subdivision plat of Section I, Phases I &II of the referenced project. As we discussed by phone this afternoon please revise Phase I Plat, Sheet 3 of 8 to reflect Ft. Collier Road as Route 1322. In researching our files we were unable to determine if the required drainage easement on the J. L. McIlvaine, Sr. property was ever conveyed and put to record. Please remind the developer this will need to be taken care of prior to Butler Avenue being added to our Secondary Maintenance System. 4 If you have any questions or if we can be of further assistance, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Enclosures xc: Mr. S. A. Melnikoff (w/ copy of plat) Mr. R. W. Watkins DAVID R. GEHR COMMISSIONER t� ai . Fe COMMONWEALTH of VlRGI IA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 EDINBURG, 22824 WILLIAM H. BUSHMAN pQ RESIDENT ENGINEER (/�/ 03) 984-5611 TELE (703) 984-5600 April 25, 1994 FAX (703) 984-5607 Mr. P. Duane Brown, C.L.S. C/O G. W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 Dear Duane: Ref: Hampton Chase Section I Route 1322 Frederick County We are in receipt of your revised site plans dated April 20, 1994 for the referenced development. It appears all of our earlier comments have been satisfactorily addressed. Please advise the owner of our approval. All conditions in our earlier approval letter dated May 29, 1991 for this project still apply. If you have any questions, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Enclosure xc: Mr. T. L. Jackson (w/ copy of plan) Mr. S. A. Melnikoff (w/ 2 copies of plan) Mr. R. W. Watkins Mr. H. E. Strawsnyder TRANSPORTATION FOR THE 21 ST CENTURY REQUEST FOR REVISED SUBDIVISION COPa4ENTS Virginia Department of Transportation ATTN: William H. Bushman, Resident Engineer P.O. Box 278, Edinburg, Virginia 22824-0278 (703) 984-4133 The local office of the Transportation Department is located at 1550 Commerce Street, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Dave Holliday Construction,Inc. P.O. Box 2715 Winchester,Va 22601 (703)667-2120 Agent: G.W. CLIFFORD & ASSOC. P.O. Box 2104 Winchester, Va 22601 Attn:P. Duane Brown (703)667-2139 Name of development and/or decription of the request: HaTM:oton Chase: Section 1 (Revision from Tc•:.-nhouses to Single Family Zero Lot Line) Location: Adjacent to City of Winchester/Frederick Countv line, just north of Battle Avenue. Transportation Department Comments: See attached letter from W. H. Bushman to G. W. Clifford dated it 25. 1994. VDOT Signature and Date: (NOTICE TO VDOT - PLEASE RETURN1 THIS FORM TO THE AGENT.) NOTICE TO P.==_ICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their revie.�-. Also, please attache FOUR copies of your pans anc:'or application form. (703) 984-4133 May 29, 1991 Mr. Charles E. Maddox, Jr., P.E., Vice Pres. Ref: Hampton Chase Subdivision G. W. Clifford & Associates, Inc. Route 1322 & Green Street P. O. Box 2104 City of Winchester & Frederick County Winchester, VA 22601 Dear Chuck: This is to acknowledge receipt of your revised plans dated Mav 17, 1991 to the above referenced location. The plans appear satisfactory and are a�mroved. Please advise the developer accordingly. I offer the following comments: A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT 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 development. Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets 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 notifti VDOT when work is to begin or cease for anv undetermined length of VEOT will also require (forty-eight) !8 hours notice for inspections. The appropriate land use permits shall be obtained before an ,pork is performed on the State's right-of-way. If mailboxes are to be placed along the roadway. fronting lots, a minimum of four (4') feet shall be between the edge of paver)ent and the =ront of mailbox or flush with the '2ackside of curb in a curb and gutter s`czion as shown on the attached sketch. Mr. Charles E. Maddox, Jr. May 29, 1991 Page #2 • Private entrances will be installed in accordance to the approved plan detail. This is the developer's responsibility. • Any signs to be installed will be in accordance with attacrnents. • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-A Stone. This will greatly reduce the possibility of any pavement settlement. • As you know an agreement between VDOT and Frederick County to absolve the Department of any maintenance or liability of the detention basin will be required prior to the streets being added to the State System. The draft agreement appears to be in order, however, notary blocks in accordance with the enclosed exarple will need to be added. once the subdivision plats are recorded an executed agreement along with the plats shculd be resubmitted for review and execution by the Department. • With the current surface condition of both Butler Avenue and Apple Street we recommend a plant mix overlay of these roadways from the proposed development to their intersection with Green Street. Should you need additional information, do not hesitate to call. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Sr. RBC/rf Attachments xc: Mr. R. L. Moore Mr. C. E. Mattox, Attn: Mr. J. C. Heatwole Mr. D. W. Hawkins (w/ copy of plans) Mr. R. W. Watkins City of Winchester Mr. Dave Holliday COMMONWEALTH Of VIRCjINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-5611 April 14, 1994 Mr. P. Duane Brown, C.L.S. C/O G. W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 Dear Duane: WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE (703) 984-4133 FAX (703) 984-9761 Ref: Hampton Chase Subdivision Section I Route 1322 Frederick County We have reviewed your revised site plans dated March 15, 1994 for the referenced project. All of our earlier concerns appear to have been addressed. However, Culvert No. C-4 should still be an 18" size due to its length. Once this change has been made, please resubmit four (4) copies for final approval. I am returning two (2) sets of your previously submitted plans for possible reuse. If you have any questions, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Enclosures xc: Mr. T. L. Jackson Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. H. E. Strawsnyder TRANSPORTATION FOR THE 21 ST CENTURY CCIMIMONWEA LTH of VIRCINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER October 28, 1993 Mr. P. Duane Brown, C.L.S. C/O G. W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 Dear Duane: VW WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE (703) 984-4133 FAX (703) 984-9761 Ref: Hampton Chase Subdivision Route 1322 Frederick County As requested we have reviewed the above referenced site plan dated July, 1993. Our recommendations may be found on the enclosed plans marked in red and as follows: 1. The pavement design of Hampton Court will need to be upgraded to a minimum 8" of 21-B Base Aggregate with 2" Type SM-2A Asphalt Concrete. A prime coat at the application rate noted will also be required. 2. To avoid future maintenance problems, the partially completed CG-10A Entrance on Butler Avenue will need to be removed and Standard CG-9B Entrance Gutters provided to Lot No.<65 and the open space area. 3. Standard CG-12 Handicap Ramps will be required at the intersection of Hampton Court with Butler Avenue. Also, the curb radii of the intersection will need to be increased to 35'. 4. The drainage easement across Lot No. 33 has two slight kinks to miss the proposed house. The location of the 24" pipe within the easement passes too close to the house. This section of storm sewer will need to be redesigned as noted. 5. An underdrain will be required at the sag in grade adjacent to Culvert C-2. 6. Culvert C-4 should be changed to reinforced concrete and due to its length a manhole added within the Hampton Court right-of-way for maintenance purposes. 7. Typical ditch sections including linings, supporting calculations, etc. will be needed as shown. TRANSPORTATION FOR THE 21ST CENTURY Mr. P. Duane Brown Ref: Hampton Chase Subdivision October 28, 1993 Page 2 8. The size of Drainage Area "A" should be rechecked and the storm sewer adjusted as needed. 9. The sizes of the private entrance culverts along Butler Avenue will need to be provided. Please revise and resubmit four (4) copies for final approval. Should any changes be deemed necessary, please design them to meet or exceed the above recommendations. Please give me a call if you have any questions. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Enclosure xc: Mr. T. L. Jackson Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. H. E. Strawsnyder COMMONWEALTH Of VITRC-jINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER November 4, 1992 Mr. Charles E. Maddox, Jr., P.E, V.P. Ref: G. W. Clifford & Associates 200 North Cameron Street Winchester, VA 22601 Dear Chuck: WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE (703; 984-4133 FAX (703) 984-9761 Hampton Chase Subdivision Route 1322 & Green Street City of Winchester Frederick County As discussed by phone yesterday, we have completed our review of the as -built center line profile of Butler Avenue. The revised vertical alignment as well as the Standard DI-313 Drop Inlets already in place at Station 1 +50± are acceptable. However, due to the creation of a sag at Station 1+50± a CD Underdrain will be required between the two (2) drainage structures. Through copy of this letter to the developer, we are advising him of our approval and that the as -built site plan will need to be revised to reflect these revisions. Also enclosed you will find the signed subdivision plats of Section II, Phases I & II. Should you have any questions concerning the above, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Enclosures xc: Mr. T. L. Jackson Mr. D. O. Wilkins (w/ copy of plans) Mr. R. W. Watkins Mr. H. E. Strawsnyder Mr. Dave Holliday Mr. Jerry King r TRANSPORTATION FOR THE 21 ST CENTURY COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER September 22, 1992 Mr. C. E. Maddox, Jr., P.E., Vice President G. W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 Dear Chuck: WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE(7O3)984-4133 FAX (703) 984-9761 Ref: Hampton Chase Subdivision Route 1322 & Green Street City of Winchester/Frederick County We have received your revised site plans for the referenced development dated September 10, 1992. Unfortunately we will be unable to comment on the plan until the changes in the Butler Avenue vertical alignment have been properly addressed. The plans need to be revised and resubmitted to reflect the proposed new grading contours and exact vertical alignment of the portion of Butler Avenue immediately east of the Winchester City Limits. Drainage calculations will also need to be submitted to support the new design. I would like to point out Structures Nos. 22 & 23 and Culvert No. 23 have already been installed in the originally approved location and not at the location shown on the revised sketch submitted with your letter of July 29, 1992. This coupled with the contractor's continuing operations in this area may result in delays and costly changes for the developer. We trust the above is self-explanatory and look forward to the opportunity to review the revised plans. In the meantime the subdivision plats for Section II, Phases I & II will be maintained in our files until such time all revisions have been approved. Should you have any questions concerning the above, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer D By: Robert B. Childress Hwy. Permits & Subd. Spec. Seniorc' RBC/rf xc: Mr. R. L. Moore, Mr. D. W. Hawkins, Mr. R. W. Watkins, Mr. H. E. Strawsnyder, Mr. Dave Holliday, Mr. Jerry King TRANSPORTATION FOR THE 21 ST CENTURY i COMMONWEALTH of VIRCIINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER August 28, 1992 Mr. C. E. Maddox, Jr., P.E., V.P. G. W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 Dear Chuck: N)"') WILLIAM H. BUSHMAN RESIDENT ENGINEER TELE (703) 984-4133 FAX (703) 984-9761 Ref: Hampton Chase Subdivision Route 1322 & Green Street City of Winchester & Frederick County We have reviewed the revised vertical alignment plans for Butler Avenue submitted with your letter of July 29, 1992. We have no objections to your proposal. However, the site plans will need to be revised to reflect this change as well as the recommendations specified in our letter to Mr. P. Duane Brown of your firm dated July 28, 1992. Once revised, please submit four (4) copies of the plans for final approval. Should you have any questions, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer �1 y By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Enclosure xc: Mr. T. L. Jackson Mr. D. W. Hawkins Mr. R. W. Watkins Mr. H. E. Strawsnyder a W Its 8 D LriE -- I �nA�l 1,i i COMMONWEALTH of `6IIRQ1NIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG• 22824 WILLIAM H. BUSHMAN COMMISSIONER - RESIDENT ENGINEER July 28, 1992 TELE (703) 984.4133 FAX (703) 984-9761 Mr. P. Duane Brown, C.L.S. Ref: Hampton Chase Subdivision G. W. Clifford & Associates, Inc. Route 1322 & Green Street 200 North Cameron Street - City of Winchester & Frederick County Winchester, VA 22601 Dear Duane: As requested we have reviewed the above referenced project's revised site plans dated June 1, 1992. We have no overall objections to the elimination of the Apple Street Extension. However, this change will necessitate the revision of the proposed ditch sections along the south and west sides of Butler Avenue from approximate Station 10+00 to the detention basin. These ditches should be changed to Type H with a 9.6" width and 16" depth to match the typical section of Butler Avenue on Page 9. These needed changes are marked in red on Plan Sheet 14 of 18 of the enclosed plans. Also, the minimum length of private entrance culverts will be 30'. A comment to this affect will need to be added to the plans. Your submitted subdivision plats of Section II, Phases I & II appear to be in order and will be on file at this office until the above items have been addressed. These plats indicate a portion of Butler Avenue from the boundary of Section II, Phase I to Route 1322 lies within Section I of the development. If this is in fact the case, we would appreciate the opportunity to review those as well. Once revised, please submit four (4) copies of the plans for final approval. Should you have any questions concerning the above, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer �6. By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior Enclosures m t T t 1!_ TT INT 'TT t t` •• • .. . r• 40 f r� COMMONWEALTH of WIRCjINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER RESIDENT ENGINEER July 28, 1992 TELE ) FAX ((703 984--976 3 Mr. P. Duane Brown, C.L.S. Ref: Hampton Chase Subdivision G. W. Clifford & Associates, Inc. Route 1322 & Green Street 200 North Cameron Street City of Winchester & Frederick County Winchester, VA 22601 Dear Duane: As requested we have reviewed the above referenced project's revised site plans dated June 1, 1992. We have no overall objections to the elimination of the Apple Street Extension. However, this change will necessitate the revision of the proposed ditch sections along the south and west sides of Butler Avenue from approximate Station 10+00 to the detention basin. These ditches should be changed to Type II with a 96" width and 16" depth to match the typical section of Butler Avenue on Page 9. These needed changes are marked in red on Plan Sheet 14 of 18 of the enclosed plans. Also, the minimum length of private entrance culverts will be 30'. A comment to this affect will need to be added to the plans. Your submitted subdivision plats of Section 11, Phases I & H appear to be in order and will be on file at this office until the above items have been addressed. These plats indicate a portion of Butler Avenue from the boundary of Section II, Phase I to Route 1322 lies within Section I of the development. If this is in fact the case, we would appreciate the opportunity to review those as well. Once revised, please submit four (4) copies of the plans for final approval. Should you have any questions concerning the above, please let me know. Sincerely D William H. Bushman +`;' Trans. Resident Engineer 23, �6. By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior Enclosures xc: Mr. T. L. Jackson, Mr. D. W. Hawkins, Mr. R. W. Watkins, Mr. H. E. Strawsnyder TRANSPORTATION FOR THE 21 ST CENTURY �twor�vi y � � r C *'ERR 7Y4��9� � I WR 1 21992 tl s il' I 1 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION J-4-1 P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WI BUSHMAN COMMISSIONER March 10, 1992 RESIDENT ENGINEER TELE (703) 984-4133 FAX (703) 984-9761 Mr. Jerry S. King, Owner Ref.: Temporary Construction Entrance C/O Kings Plumbing and Heating Hampton Chase Subdivision Route 1, Box 40E Route 1322 at 375' W. of Route 1324 Strasburg, VA 22657 Frederick County Dear Jerry: This is to acknowledge receipt of your letter of March 4, 1992 wherein you requested permission to install a temporary construction entrance at the above referenced project. As requested, you are given permission to install the temporary entrance. This letter is to be considered your permit to do so. The following are to be a part of this permit agreement: 1. While working on the State's right-of-way, it will be necessary to use "Men Working" signs which must be erected prior to starting work and removed daily. 2. Traffic control will be in strict accordance with the attached. 3. Positive drainage is to be maintained within the right-of-way at all times. 4. All work on the right-of-way is to be confined to the temporary entrance location only. 5. A minimum 6" of coarse aggregate by 30' in width will be required to be placed from the edge of pavement and extend back onto private property far enough to prevent the carrying of mud onto the roadway. 6. Any damages to the pavement structure of Route 1322 adjacent to this entrance will be corrected by your firm to the satisfaction of VDOT. 7. It should be understood that any disturbed turf on the State's right- of-way will be topsoiled and reseeded. 8. This Department will not be held liable for suit should such result from this operation. 9. This permit does not grant permission to grade on the property of others or disturb any underground utility lines. TRANSPORTATION FOR THE 21 ST CENTURY 40 M Mr. Jerry S. King, Owner March 10, 1992 Page Two If these requirements are not followed then this temporary construction entrance permit may be revoked. Should you have any questions, please let me know. Sincerely, William H. Bushman, P.E. Transportation Resident Engineer By: Robert B. Childress Hwy. Permits and Subdivision Specialist Senior RBC/sg Attach. xc: Mr. D. W. Hawkins Mr. D. 0. Wilkins Mr. R. W. Watkins INGS PLUMBING & HEATING Rt 1 Box 40E Strasburg, Va. 22657 00 March 4, 1992 TO: Dept. of Transportation PO Box 278 Edinburg,. Va. 22824 ATTN: Bob Childress Dear Mr. Childress: Request is hereby made for a temporary entrance permit for the Hampton Chase Subdivision off of Fort Collier Road, Frederick County, Virginia while the permanent permit request is being processed. Thanking you in advance, we remain. Respectfully yours, INGS LUMBIN & EATING Jerry S. King, wner F-DlN URESIDENCY RG D YAR 9 1992 j Y "Crash cushion will have to be provided as Of 07/01/90. ALLOWABLE EXC(F'TIONS TO THESE STANDARDS ARE (1) USE OF SIGNS READING 'UTILITY WORK AHEAD" IN LI(U OF 'ROAD WORK AHEAD (1) USE OF SIGNS READING "END UTILITY WORK" IN *All flag persons shah be certified by 01/01/91 In LIEU Of "END ROAD WORK".AND 13) USE OF SIGNS READING "MEN WORKING" IN LI(U Of accordance with VDOT regulations. "ROAD WORK AHEAD" OR "UTILITY WORK AHEAD" ON PRIMARY AND SECONDARY HIGHWAYS WHERE POSTED SPEED IS LESS THAN ]S MPH FIGURE P 1 R TYPICAL TRAFFIC CONTROL FOR WORK BETWEEN PAVEMENT AND DITCH LINE Y ON PRIMARY HIGHWAYS (NON LIMITED ACCESS) Z3 �-- ••• - 11 Nc ���// \ rout Of root OF 1ti0U10/11 �j /, // // ItMW\OtM m NOTES 1 DISTANCE IErTl11N ADVANCE WARNING SIGN ANO O[OINNIMO OF ^ 0 . COME TAF(R SNAIt 91 NO SOD' fnHIR1 00 TED S►S 101 HOI If IS \ MPH OR tl OO SS AND SOD AWHEAT I(ISTIO S►110 LIMIT IS .YV G.1 ATE. I HAM IS MPH I.II([ 7 TRAPPIC COM11 Apt N01 Nl OUIRFO ON THE OEPARTURI END OF WORK 1ON1 ON TOUR tAN! UMDIVIOIO AND DIVIDl0 poll O MA R ♦ IG—A VS S ON FAIMAAV HIGHWAYS HAVING A MIDIAM WIDER THAN I. JEFF AND RIGHT SIDE SIGN ASSEMI\IIS SNAtt Of REOUIREO FIGURE P4 TYPICAL TRAFFIC CONTROL FOR WORK IN OUTSIDE LANE ON FOUR -LANE PRIMARY HIGHWAYS INON LIMITED ACCESS) ♦- corl9 cewT.i- f" p YAu r �- ID' lrACtr -"1 — ice, — — —� Go G oo 'a' zi I SEE NOTE 1F sit NOTE 1-+I+sit wit 1.4 Nl.\ M 7r oNo►7l=Ry ti N iQoA:N _ N A<n° P �oG rW ►.Nl�tii A ,A►€w ► A 3 • S N^ ' i r 4 O D � y y t B i N = - 1 ntya.s� NOTES n !►'na I OIS1ANCf S[IWl1. 110MS AND 111W[IN PION AND S101M/rINO OF COME a' ■_ IF. . ANSII ION fNAI t B[ )70 S00 RHF.[ r01FED S.1lD /1MI11S Y 4MM OR PISS 1 .I O = AND no KID INHI.f Foft/0 SFF1D 1IM11 If G.FAT/R THAN If MN A . - S r OM ♦NIMARV HIDHFIAVS HAVING A MEDIAN WIDER THAN S tiff AMD RIGHT SIDE. SIGH ASSFMOt IFS SHAtt BE AloUI.fD FIGURE ►3 TYPICAL TRAFFIC CONTROL FOR WORK IN PAVEMENT ON TWO LANE PRIMARY HIGHWAYS MON LIMITED ACCESS) �y R _ ySea rn, �~— I a.rT • .. I.A1Ar-�1 �� rlAllVINO"All IN FLAGGING O I/AnoN�9 0° twucr OR rMAlttO NTT11 AT LIAR ONE ► O ROTATING OR Two ALIT AT NO HION o= INtl NfITV AMEN FLASHI RS PARKED AI CI O[OINN/MO OF MDlllf SON! IN AOVAMCI A oaxxx of WORK CRT" Y NOTES B 1 DISTANCI NTTfIFN ADVANCE WARNING EHI/41 AND 11rW11M N + ADVANCE FtAO01 R LION A MD F LAO-OIMO S I A I ION SHALT Of 111,06041T ✓� A 6CC ^ OTHERS FOSTtD 9I1I0 LIMIT It IS S OR LOSE ANO SOW SOD'INNI.t i KATIO S"ID LIMIT IS GREATER THAN AS MPH S I FLAGGING BIATIOGO SHALL M LOUIIIO FAR INCA.IOM IN ADVANCE OF TMI W00% ZONE TO PERMIT Ar.1IGACHING T.AIPIC TO A[OUCE 1 tFl/O AMOICA 1100 II/ORI FA171M. IMF RORV 7(NIE AMU AtIPN SUF FICIINT DISTANCE FOR DIPANTING IRA/IIC IN IH1 IIIT LANE TO 1ITURN TO THE RIGHT LANE of FOAE R1ACN1No OFIGNNG TRAFFIC FIGURE ►J } 'TYPICAL TRAFFIC CONTROI QQ FOR WORK IN OUTSIDE LANE k } ON THREE LANE PRIMARY HIGHWAYS (NON -LIMITED ACC E 1 .i� V A R u N N� 1 1s�. r"IE- : r ♦— 1- cows O .o' fr+nr -Wlb o a 000,V"OOOO 01ITUMOO H °Boo SILO 0000 R r NOTES 1 0181ANCE SIEMER SIGNS ^ISO BETWEEN SION AMID It O1MNIN0 OF CONS TRANSITION SNAIL IE 3110'41011' WHERE POSTED SEED LIMIT TS'N MPH OR LIU AND IDW IOW W"111 POSTED VIEO IS GREATIM THAM 10 MI11. 1 LENOIN Of CONS TRANSITION WAI I BE SSW WHIRS FOISTED SPEED \OMIT 11 IS MFH OR t[SS AND SOS' 1R/ER[ POSTED $"To LIMIT IS GREAT[ R V.AH AS -H i COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-4133 March 4, 1992 Mr. Jerry King, President C/O Kings Plumbing & Heating Route 1, Box 40-E Strasburg, Virginia 22657 Dear Jerry: WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Hampton Chase Subdiv. Route 1322 Frederick County We are in receipt of your permit application to cover the installation of a standard street connection to the referenced development. However, as we discussed yesterday, we will be unable to process the application until the developer furnishes us a copy of the recorded drainage easement across the northeast corner of the adjacent James L. McIlvaine, Sr.'s property. The need for this easement was brought to Mr. Holliday's attention during the site plan review process. For your use, I am enclosing related correspondence and a copy of the easement plat which was prepared by G. W. Clifford & Associates. Your application and fee will be on file at this office until the above requirement is met. In the meantime, should you have any questions please let me know. Sincerely, William H. Bushman, P.E. Trans. Resident Engineer 6�� -,6. za,"-Zc—� By: Robert B. Childress Hwy. Permits & Subdiv. Specialist Senior RBC/kc Attach. xc: Mr. D. W. Hawkins . Mr. R. W. Watkins Mr. Ed Strawsnyder Mr. Dave Holliday, Mr. Chuck Maddox TRANSPORTATION FOR THE 71 ST CFNTI IRY It . , I��F 1 •�i COMMONWEALTH of `SIR jINIA DEPARTMENT OF TRANSPORTATION P. 0. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-4133 May 29, 1991 fll�"d` ' 01991 WILLIAM H. BUSHMAN RESIDENT ENGINEER Mr. Charles E. Maddox, Jr., P.E., Vice Pres. Ref: Hampton Chase Subdivision G. W. Clifford & Associates, Inc. Route 1322 & Green Street P. O. Box 2104 City of Winchester & Frederick County Winchester, VA 22601 Dear Chuck: This is to acknowledge receipt of your revised plans dated May 17, 1991 to the above referenced location. The plans appear satisfactory and are approved. Please advise the developer accordingly. I offer the following comments: A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT 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 development. Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets 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. The appropriate land use permits 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, a minimum of four W ) feet shall be between the edge of pavement and the front of mailbox or flush with the backside of curb in a curb and gutter section as shown on the attached sketch. TRANSPORT\T'^.'. -CR THE 7"-' Mr. Charles E. Maddox, Jr. May 29, 1991 Page #2 Private entrances will be installed in accordance to the approved plan detail. This is the developer's responsibility. • Any signs to be installed will be in accordance with attachments. I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-A Stone. This will greatly reduce the possibility of any pavement settlement. As you know an agreement between VDOT and Frederick County to absolve the Department of any maintenance or liability of the detention basin will be required prior to the streets being added to the State System. The draft agreement appears to be in order, however, notary blocks in accordance with the enclosed example will need to be added. Once the subdivision plats are recorded an executed agreement along with the plats should be resubmitted for review and execution by the Department. With the current surface condition of both Butler Avenue and Apple Street we recommend a plant mix overlay of these roadways from the proposed development to their intersection with Green Street. Should you need additional information, do not hesitate to call. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Sr. RBC/rf Attachments xc: Mr. R. L. Moore Mr. C. E. Mattox, A n: Mr. J. C. Heatwole Mr. D. W. Hawkins ( / copy of plans) Mr. R. W. Watkins. City of Winchester Mr. Dave Holliday DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 WILLIAM H. BUSHMAN COMMISSIONER (703) 984-4133 RESIDENT ENGINEER April 24, 1991 Mr. Tom Price, Project Manager Ref; Hampton Chase Subdivision G. W. Clifford & Assoc., Inc. Route 1322 & Green Street 200 North Cameron Street City of Winchester & Frederick County Post Office Box 2104 Winchester, Virginia 22601 Dear Tom: As requested we have reviewed the above referenced development's revised site plans dated April 3, 1991. Our recomrendations may found on the attached plans marked in red and as follows: 1. The curb and gutter section on Butler Avenue may be reduced to 36' from face to face of curb to conform with the section within the City. 2. The curb inlet (Structure #21) on Butler Avenue is to be moved ahead as noted to intercept more of the pavement water. 3. A curb inlet is to be added at approximate Station 13+00, Monitor Court, (Sheet #8) with a 15" outfall pipe. 4. The 53"x34" R.C.E.P. and 18"xll" C.M.P.A. on Butler Avenue need to be moved back as noted to obtain proper cover. 5. A 150'x12' taper is to be provided on Route 1322 at the intersection of Butler Avenue. An additional easement is also to be provided at this location for the taper and drainage. 6. The grade at the intersection of Butler Avenue and Route 1322 is to be adjusted as noted for positive drainage away from Route 1322. Also, a standard CD-2 underdrain is to be added at this location as noted. 7. The typical sections are to be adjusted as noted to extend the base stone 1' beyond the edge of pavement and to provide 6' shoulders and fill areas. The pavement widths and stations are to also be adjusted as noted. 8. Flared end sections are to be added to pipe ends at locations noted. 9. The townhouse entrances off of Butler Avenue are to be designed to minimum conmercial entrance standards with 30' pavement widths, 10' offsets and 30' tapers. TP ^ NSPORTA T ION FOR THE 21 ST CENTUR` Mr. Tom Price April 24, 1991 Page #2 10. Sanitary Sewer Main "B" within the Route 1322 is to be extended beyond the edge of pavement as noted. 11. An agreement between VDOT and Frederick County will'be required to absolve this Department of any maintenance or liability responsibilities for the detention basin. Please revise and resubmit three (3) copies for further review. Should any changes be deemed necessary please design them to meet or exceed the above recommendations. Should you have any questions, please give me a call. Sincerely, William H. Bushman Trans. Resident Engineer �?dLe-d 16. By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Attach. xc: Mr. J. C. Heatwole Mr. D. W. Hawkins Mr. R. W. Watkins City of Winchester I �I !c lt'4RA COMMONWEALTH of VIRGI IA DEPARTMENT OF TRANSPORTATION P. O. BOX 278 RAY D. PETHTEL EDINBURG, 22824 COMMISSIONER (703) 984-4133 December 4, 1990 Mr. Tom Price C/O G. W. Clifford & Assoc., Inc. 200 North Cameron Street Post Office Box 2104 Winchester, Virginia 22601 Dear Tom: WILLIAM H. BUSHMAN RESIDENT ENGINEER Ref: Hampton Chase Subd. Route 1322 & Green Street City of Winchester & Frederick County As requested we have reviewed the above referenced development's site plans dated September, 1990. Our comments may be found on the plans marked in red and as follows: 1. Standard DI-7 drop inlets are to be used in lieu of the proposed DI-1 on Butler Avenue and Apple Street for Structure Nos. 4, 8 & 9. 2. We are unable to check the standard DI-3B (modified curb drop inlet) at Station 1+55, Butler Avenue, due to no detail drawing of modification. However, a DI-7, 21" pipe and standard DI-3B are to be installed left of this station as noted. 3. A standard DI-3B curb drop inlet is to be added left of Station 1+45, Apple Street, and tied into Structure No. 9 with a 15" pipe. The throat length of Structure No. 7 may be reduced to 6' as noted. 4. A CD underdrain is to be provided at Station 2+85, Apple Street, as noted. 5. Type 21-B aggregate base material is to be used in lieu of Type 21-A and the depth increased to 10" on Butler Avenue and Apple Street. 6. The entrances to the townhouse courts off of Butler Avenue are to meet minimlum commercial entrance design standards as noted. 7. Standard CG-12 curb cut ramps are to be installed at the intersection of Butler Avenue and Apple Street. 8. Standard CG-9B entrance gutters are to be provided to single family dwellings lots in lieu of the proposed CG-9D. 9. A maintenance/liability agreement will be required between VDOT and Frederick County to cover the proposed stormlwater detention ponds prior to the streets within the development being added to the Secondary System. TRANSPORTATION FOR THE 21 ST CENTURY = . ~. ` \ GE | ] \ � ! U�c | � | Mr. Tam Price December 4, 1990 Page #2 10. As you know, we are very concerned with the proposed end treatment of Butler Avenue. We feel it should be redesigned from approximate Station 19+00 to align with the approved Flex Tech entrance location opposite Route 1322. This would provide an additional access point to the development as well as connection to an existing State maintained roadway within Frederick County. 11. The enclosed specifications are to be incorporated into the plans. Please revise and resubmit three (3) copies for final approval. Should any changes be deemed necessary, please design them to meet or exceed the above recc mendations. Should you have any questions concerning the above, do not hesitate to contact me. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior RBC/rf Attachments xc: Mr. J. C. Heatwole Mr. F. E. Wymer Mr. R. W. Watkins Mr. Gary Lofton 15 � � lJ V i� � l,', ,X00�alth a ; rt . (4010 COUNTY OF FREDERICK n1i4 LAWRENCE R. AMBROGI CHARLES W. STANSFIELD Commonwealth Attorney Special Administrative Assistant JAY D. COOK, III © JANET P. DICK Assistant Commonwealth AttorneySecretary GLENN R. WILLIAMSON Assistant Commonwealth Attorney OFFICE OF THE - COMMONWEALTH'S ATTORNEY �~ FREDERICK-WINCHESTER JUDICIAL CENTER 5 NORTH KENT STREET WINCHESTER, VIRGINIA 2i0j (703) 665-6383 FAX (703) 667-3454 November 16, 1992 Ronald A. Lilley, Department of Planning and Development 9 North Loudoun Street Winchester, Virginia 22601 Re: Proposed Performance Bond - Hampton Chase Dear Ron: It appears to me that the proposed performance and payment bond with American Bonding Company, which you sent to me and which is hereby being returned to you, is not sufficient in that it does not meet the requirements of Section 18-6-4 of the Code of Frederick County for the period of the guarantee. Furthermore, I do not have sufficient information to determine if a maintenance guarantee should be included as required by Section 18-6-6 of the aforesaid Code. A contract between the developers and contractor for the work at issue must also be provided to the Subdivision Administrator. Such contract should state that the work must be inspected and approved by the Subdivision Administrator. Sincerely, Al.� Glenn R. Williamson, Assistant Commonwealth's Attorney GRW:.ipd PERrORMANCE AND PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, THAT, AMERICAN BONDING COMPANY ?Meson, Arizona 85711 $OND NO: /1 (hereinafter called the Principal), end American bonding Company. a corporlstion under the laws of the State of Arizona (hereinafter called the Surety), as Surety, are held and firmly bound unto (hereino leer called the Owner), and to all persons who furnish labor or material directly to the Principal for use in the prosecution of the work hereinafter named, in the just and full sum of (s ) Dollars, to the payment of which sum, well and truly to be made, the said Principal and Surety bind themselves, and their respective heirs, adminsitrators, executors, successors and assigns. jointly and severally, firmly be these presents. WHirREAS, the Principal has entered into a certain written contract, with the Owner, dated the day of , 19 Jo which contract is hereby referred to and inade a part hereof as fully and to the some extent as if copied at length herein. NOW. THEREFORt, THE CONDITION OF THIS UBLIGATION is Such that. if Contsetor Shall promptly and faithfully perform sat4 Contract.. then Ihit otihist,on shell be null find void; otherwise it shalt remain m full force nail effect whentvtr C(irttfAetor Shelf be, and dtelletd by Owner to bt in default under the Contact, the Ownte hiving performed Owntr's obligation Ihertuhder, the Surely may promptly remedy the dtfaull, or Shall promptly I) COmplde the Content in aeeordahee with ill terms and conditions. or 2f Obtain A bid or bids for completing the COntracl in accordance with its forme and conditions. and upon dettrettnation by Surety of the lowest tespeeliNt btddet. or, if the Owner liters, upon determination by the Owntr Ana the %mmy jointly of the luwe%i respontible bidder, arrange for a contract botwted such bidder and Owner and make available IS Work progrtettt (Non though theft should bt A default Or a succession of NOW. THEREFORE, THE CONDITION for 1 HIS OBLIGATION Is larch that. it Plithcipel Shall promptly make payment to all claimants of hereinafter defined for all robot and material used or reuonably fequucd for use in the perfnrmantt r,I Iht Contract. lhenthisobligation shall be void: etherwitt ,t small rtmatn in full fnrtt and effect, subject, however. to the following conditions I A tltimanl it defined fiA one having di►tet contract with the Prfncipat or with a Subcontractor of the Principal for labor. material, or both, used or reasonably required (at use in the performance of the Contract, labor and material being construed So ineludt that pan of watt►, gas, tight, NO, oil, guoline, telephone senior or rental of tquipmtm directly applicable to the Contncs 2 Tho above named Principal and Surely horebvinlnnv and %tverally ,serer with the Owner that everytlairfianl ere heteth dtftned. who hat nut hten peed in full htfort iht etpirauoh of a period of ninny (001 days trier the distt on %'htth the loll of such tiairri l't work or labor was done at perfe►}hed, or materials were furnished by Such claimant. mayrutonthis bondforthe us#ofSuch tloimsnt ptostcuttthe $wittofinal iudgment for Such turn of sumt as may be Iustly due cleirrfanf, gad have execution thereon, ThtOwnershall not be (ifible fat the payment of gnvcotit of eftptnttl of Any such Suit, 1 No suit or ashen shall he conimented nerenndtr ny env c!atmanr or Unlns elsirnsm, other then one having a direct contract with the Principal shall have given writlen ndlice to Any two of the followinr the Principal, the Uwher or Ine Surely above flamed. wilhm ninety("Ildoys after ouch elsirnant ate$ nr performed the lost of the work or labor. or furnished the lost of the materials for which and clam is Signed and tested this day of ( Witness) defaulis under the canlraCI or Contract$ of completion arranged under this pararraphl suffteitM funds to pay the toot of tompletion Its& the bslonce of the cuntiact prier but net toeeeding, Including other eoatS and damages for which the Svret,, ma, he Fable hereunder, the amount set forth in the font paragraph hereof The term bolance of the Controol price," a Vied in this paragraph, Shall mean the total Amount pavabit by Owner to Contractor under this COottact and Any omendments thereto tell the amount properly paid by Owtte► to Contractor. Any suit under this bond mutt be mstftuttd before the esplration of two( 2! year% from the date On which rinAl poymet+t under the Contract falls due Nn right of action shell Accrue on this bond to of for the use ul err, oer,on or corporeiionother than the Owner named herein or tht heirs, txcculoet, admintst retots or sueeasso s of the Owner. moot, Itfiting with substantial accuracy the amount claimed sod the name of the pony to whore fits materials wtrt furnished, or for whom the work or labor wa, done or performed Such notice Shell be served by mailing the saint by registered mAA or certified mail, postage prepaid, in An envelops Addressed to the Principal Owner or Surety, it Any place where an offlte is regularly mafntatntd for the transacoon of business. or served in any manner in which legal process may be %ened in the state in which the afott isid project is located, save that such service need not be roads by a public offletr. bl After tilt eapuatioh of one (1) year following the date on which Pnnvmst ctastd Work off Said Contriel.4 beingundentood. however that Jan) limitations embodied in this bond is prohibited by any laws controlling the contrucilun hereof such limM ion shell be deemed to be amended to as to be equal to the minimum period of lim!laliont permilted by such low cl Other then in a start court o(eompetenl jurisdiction in and lot the tuuntl or other political subdivision Of the sfaitin which (lit Project. or any pan ihtrrul it sit atcd, or in the United Stotts District Court for the district in which the Protect ui an, pan thereof, is situated, and not eleewhert. i The amount of this bond shall tot reduced by and to the extent of art, pa.meni or payments made in good faith herevftder, intluS14 of the psymetit h, iuruv of ntethanies'tient which may be tiled of rteneo against Said imorovemeni whether or not claim (At the arrinunt nl such lien he presented wneirt and against the, nand ,19 (Principal) (Seal) AMERICAN BONDiNO COMPANY HAMPTON CHASE SUBDIVISION APPLICATION Stonewall Magisterial District County of Frederick, Virginia Prepared for Dave Holliday Construction Co. P.O. Box 2715 Winchester, Va 22601 (703) 667-2120 December 1990 by gilbert w. clifford & associates, inc. FREDERICKSBURG - WINCHESTER UL U 1 S 1990 APPLICATION AND CHECKLIST SUBDIVISION FREDERICK COUNTY VIRGINIA Date: 20 December 1990 Application #: Fee Paid Applicant/Agent:Dave Holliday Construction,Inc./G.W. Clifford & Assoc. Address: P.O. Box 2715 / P.O. Box 2104 Winchester, Va 22601 / Winchester,Va Phone: (703) 667-2120 / (703) 667-2139 Owners name: Hampton Construction, Inc. Address: 1041 Applecross Road Inwood, W.Va 25428 Phone: (304) 229-3315 Please list names of all owners, principals, and/or majority stockholders: Deepender Singh Harinder S. Sidhu Contact person: Duane Brown Phone: (703) 667-2139 Name of Subdivision: Hampton Chase Number of Lots: 114 Total Acreage: 22,058 Acres Property Location: Adjacent to Winchester/Frederick County line, 143 feet northeast of green St. at the end of Butler Avenue and Apple Street (Give State Rt.#, distance and direction from intersection) Magisterial District:Stonewall Tax ID Number (21 digit):54000-A00-0000-0000-00940 Property zoning and present use: RP (Vacant) Adjoining property zoning and use: MR (City -Residential) M-2, M-1 and RP (Vacant & Industrial) 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? Hampton Chase Does the plat contain any changes from the approved MDP? Yes X No If yes, specify what changes. FUTURE EXTENSION TO SMITHFIELD AVENUE PREVIOUSLY SHOWN ON APPROVED MDP HAS BEEN DELETED DUE TO APPROVAL OF WINCHESTER WAREHOUSING BUILDING ON ADJACENT SITE FOR VA APPLE STORAGE BY FREDERICK COUNTY. Minimum Lot Size (smallest lot): 1.800 square feet Number and types of housing units in this development: Number 29 & 85 Types Zero Lot Line & Townhouses UDC 1 81990 4 G. W. CLIFFORD & ASSOCIATES, INC. 200 North Cameron Street P.O. Box 2104 Winchester, Virginia 22601 703-667-2139 Fax: 703-665-0493 memorandum To: Wayne Miller, Frederick County Zoning Administrator From: Ron Mislowsky Re: Erosion and Sediment Control Study Hampton Chase, Frederick County, VA Date: September 18,1990 Project Description The purpose of this project is the development of twenty-nine (29) single family zero lot line residential lots and eighty-five (85) townhouse lots. The site of approximately eleven (11) acres fronts on Fort Collier Road and connects to Butler Avenue and Apple Street near the City Limits of Winchester in Stonewall Magisterial District, Frederick County, Virginia. A total of approximately six (6) acres will be disturbed during construction. Existing Site Conditions The proposed site is in an area of rolling hills formerly in agricultural production. Most of the site is covered with a sparse natural growth of weeds and grasses with trees located around the boundary perimeter. A pre development C factor of .3 was used to determine existing flows. Adjacent Property The area south of this site is developed as single family residential lots and the area west of the site is industrial warehouses with the remaining two sides being vacant. Soils The predominant soils which will be disturbed are Frederick- Poplimento loams which are very rocky with 2 to 7 percent slopes, Carbo-Oaklet silt loams which are rocky with 2 to 15 percent slopes and Oaklet silt loams with 2 to 7 percent slopes typically, the surface layer of the Frederick soil is dark brown loam about 7 inches thick. The subsoil extends to a depth of 60 inches or more. It is yellowish red silty clay loam to a depth of about 12 inches below that, it is yellowish red and yellowish brown, mottled clay and yellowish red and yellowish brown silty clay. Typically the surface layer of the Poplimento soil is dark yellowish brown loam about 5 inches thick. The subsoil extends to a depth of about 50 inches. In the upper part is is strong brown clay loam to a depth of about 9 inches. In the next part it is yellowish red and strong brown, mottled clay to a depth of about 39 inches. In the lower part it is mostly strong brown silty clay loam. The substratum is red and strong brown silty clay loam to a depth of 60 inches or more. The surface layer of the Oaklet silt loam is dark brown about 5 inches thick. The subsoil extends to a depth of 60 inches ore more. It is yellowish brown silt loam to a depth of 11 inches. Below that, it is yellowish brown clay, dark yellowish brown clay and light olive brown clay, dark yellowish brown and yellowish brown, mottled clay and yellowish brown clay. The surface layer of the Carbo soil is yellowish brown or dark yellowish brown silt loam 9 inches thick. The subsoil, to a depth of about 26 inches, is yellowish brown, firm clay. Limestone bedrock is at a depth of 26 inches. Management Strategies 1. Construction should be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures shall be installed as a first step in grading and shall be seeded and mulched immediately following installation. 3. Temporary seeding or other stabilization shall follow immediately after grading. 4. Areas which are not to be disturbed shall be clearly marked. 5. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. 1 8 1990 g. w. cli f ford & associates, inc. 200 North Cameron Street P.O. Box 2104 Winchester, Virginia 22601 703-667-2139 Fax: 703-665-0493 Hampton Chase Stormwater Management Plan The calculations for the detention pond and storm sewer system required for the Hampton Chase Development are enclosed here. The drainage areas of this plan covers approximately 60 ac.. One fifth of this area (±12 acres) drains from the off site area south of the site, and is carried by gutters to Structures 22 and 23. The Winchester Warehousing Site also drains through Hampton Chase. About four acres from the existing development are carried by storm pipe and ditch to Structure 24. The flow from the proposed Winchester Warehousing detention pond is to flow directly to Structure 25. The storm sewer system has been designed to carry the peak ten year storm from this pond, and the existing ten year flow from the remainder of the Winchester Warehousing Site. An area of 22.4 acres, which lies north of the site and west of Butler Avenue also drains to the detention pond. By separate agreement, the pond has been sized to account for development of 6.9 acres of this piece to a c value of .75. The remaining 15.5 acres is currently industrial use. To determine the in flow hydrograph for the detention pond, four sections of the entire 60 acres were evaluated. Hydrographs for the two, ten and one hundred year storm for each section were generated. One area was that which drains to structure #12. This includes the existing residential development in the city, and about two thirds of the development site. The second was the remaining one third of Hampton Chase that flows directly to the pond, either by ditch or the storm sewer along Butler Avenue. The third was the 22+ acres north of Hampton Chase, and the last was the road area west of the pond. The hydrographs were summed to generate the flow to the pond. The entire development drains to the detention pond. The post development peak flows are estimated at: Two Year-105.49 cfs. Ten Year - 144.86 cfs. 100 Year - 207.54 cfs. LS��; The 60 acres draining to the pond, drained to this point in pre development. An existing weighted c value of .42 was used. The peak pre development flows are: Two year - 47 cfs. Ten year - 69.86 cfs. 100 year-100.35 cfs. The detention pond stage storage calculations are attached. The outflow structure uses a 30" orifice at the pond bottom to control the two year storm. A 48" riser controls the 10 year storm. The 100 year storm over flows at a controlled rate through the 30 ft. weir. The two year storm does not crest the riser. The 10 year storm does not crest the emergency over flow weir. The post development flows from the pond are: Two year - 39.01 cfs. Ten year - 47.78 cfs. 100 year - 124.78 cfs. The pond essentially releases the post development 10 year storm at a rate equal to the pre development two year rate. All of the drainage from the 26 acre development, the 12 acres in the City, and the 22 acres lying between Hampton Chase and Ft. Collier Road is controlled by the detention pond sturcture. The requirements of General Criteria 7 are met by this plan. 12/90 DEC I 8 1990 G. W. CLIFFORD & ASSOCIATES, INC. 200 North Cameron Street P.O. Box 2104 Winchester, Virginia 22601 703-667-2139 Fax: 703-665-0493 February 19,1991 Mr. Kris Tierney Frederick County Planning Dept. 9 Court Square Winchester, VA 22601 Re: Hampton Chase FMDP Dear Kris, Attached is a copy of a letter from Tim Youmans (@ City Planning office, in reference to deletion of curb and gutter on the above referenced project. I regret that this Revised FMDP will not be heard tomorrow night, February 20, but am looking forward to the March 6th Planning Commission agenda. We trust this letter satisfies your office's request for a City comment prior to a public hearing. If I can answer any questions, please call anytime. Sincerely, I!L� Tom Price TP/clh cc: Dave Holliday W C js f `t FEB 19 ,r91 tity i /J f CITY OF WINCHESTER, VIRGINIA Rouss City Hall 15 North Cameron Street Winchester, VA 22601 703-667-1815 TO: Bob Watkins, Planning Director, Frederick County FROM: Timothy Youmans, Planning Director, City of Winchester�.� RE: Hampton Chase Master Development Plan/Subdivision Revision DATE: February 15, 1991 In response to your request for City camients on- the above referenced plan revisions please find the attached memos from the City Public Works Director and the City Engineer. While the City appreciates the efforts that the developer and the County have pursued to provide a street connection to Fort Collier Road, the proposed deletion of curb and gutter along the public streets seems contrary to good planning and engineering practices for medium urban density development. The City streets extending to this site were constructed with curb and gutter and sidewalks in anticipation of a logical extension into the County. At a minimum, we would suggest that such a street design extend to the next intersection rather than ending mid -block. There may also be some alternatives to a conventional concrete curb and gutter section that meets VDOT standards. one possibility is to investigate the use of -asphalt curbing without gutters, but with proper paving sections which direct runoff to stormwater inlets. This would probably result in lower construction costs but still provide for drainage, street definition, and provision of safe pedestrian paths within the public right-of-way. Thank you for allowing us to comment on this plan revision. �. Attachments cc: Ed Daley Tan Price "THE APPLE CAPITAL" t MEMORANDUM TO: Tim Youmans FROM: Michael Weber DATE: February 4, 1991 SUBJECT: Hampton Chase Subdivision (Frederick County) Master Plan With specific regard to the use of an urban/suburban roadway section as opposed to a rural section the following is offerred for consideration: 1. Curb and gutter provides better roadway definition for vehicular traffic. 2. Curb and gutter provides an efficient method of channelizing the design storm runoff to collection points for discharge to a drainageway. 3. Curb and gutter enhances the property value. Appraisers I have dealt with have indicated a 5% increase with curb and gutter and a 10% increase with curb and gutter and a paved roadway. This affected only the land value and not the value of the structure. 4. Curb and gutter provides a traffic safety barrier to pedestrians on sidewalks in that a vehicle would need to "jump" the curb to strike a pedestrian. 5. Experience has shown that property owners on streets with curb and gutter generally take more pride in their neighborhood which reflects in the outward appearance of their yards. 6. Maintenance of ditch sections can be difficult for property owners. There is a tendency not to "manicure" the ditch like you would a lawn. Ditches generally become trash racks and in some areas are so flat they cannot drain properly. 7. Curb and gutter generally cost more to install than a graded ditch. The bottom line rests with the County governing bodies. They need to decide what standard they want the urban development area to meet. Will it be suburban or rural in nature? With densification I would expect an increased demand for sidewalks aLid the potential of some neighborhood schools where the children could walk rather than be bused. Where will the sidewalks go if you have ditch sections? Will there be greater cost and disruption installing curb and gutter with the development or after build -out? Who 'V" will have to bear that cost? CITY OF WINCHESTER, VIRGINIA Rouss City Hall 15 North Cameron Street Winchester, VA 22601 703-667-1815 MEMORANDUM TO: Tim Youmans, Planning Director n, FROM: Gary A. Lofton, Public Works Directory'( ' DATE:02-15-91 ���JJJG�J SUBJECT: Hampton Chase revisions :4 F Having reviewed the revision for the above mentioned sub- division, the following comments are offered: Curb and gutter should not be deleted. The streets are easier to maintain with c&g and are more appealing to the eye. There are also some inherent difficulties with tying c&g sections into a ditch section which usually results in standing water someplace. C&g sections eliminate the nusiance of small entrance pipes. Because of the close proximity of this development to the City it becomes, in my opinion, an urban section and therefore deserves the section of an urban street not the section of a rural road. "THE APPLE CAPITAL" JUL 02 191 09:31 DONOHUE �NIRFA% �, P-2/2� 112�y40Waples Mill ENGINEERS Suite 100 ARGHITrNT5 Fairfax, Virginia 22030 MSCIENTISTS 703.385.3566 Date: Apr. 23, 1991 Ed Strawsnyder, Director of Engineering Frederick County. Planning Department Please Reference- 9 Court Square, Box 601 Winchwster, VA 22601 Project No 17555.112 Your Authorization: Hampton Chase Resubmission Project Manager Senior Engineer Admin. Assistant .0, Note: Signed Agreement 1.0 hrs 8.0 hrs 1.0 hrs Total Direct Total. Indirect Invoice No. 9102705 Client No. 07534 @33.25 @33.25 @14.50 TOTAL DUE THIS INVOICE 99.75 266.00 14.50 380.25 570.38 $950.63 � lc. qi Pink Copy To: Loc/Dept Accountant: d 1240 Waples Mill Road ENGINEERS Suite 100 ARCHITECTS Fairfax, Virginia 22030 SCIENTISTS 703.385.3566 Wayne Miller, Zoning Administrator Frederick County Planning Department 9 Court Square, Box 601 Winchwster, VA 22601 Your Authorization: Signed Agreement Hampton Chase (Revised) Date: Jan.1, 1991 Please Reference: Project No. 17555.112 Invoice No. 9100090 Client No. 07534 Principal .5 hrs @ 48.00 24.00 Project Manager 3.0 hrs @ 33.25 99.75 Engineer 7.0 hrs @ 19.90 139.30 Admin Assist .5 hrs @ 14.50 7.25 Total Direct Total Indirect TOTAL DUE THIS INVOICE 270.30 405.45 $675.75 11 @ D [E 0 w IE �nl� iJ! i,fV r LjY CITY OF WINCHESTER, VIRGINIA Rouss City Hall 15 North Cameron Street Winchester, VA 22601 703-667-1815 October 10, 1990 Mr. James Golladay, Chairman Frederick County Planning Camti.ssion 9 Court Square Winchester, Virginia 22601 Subject: RESOLUTION: SUBDIVISION AND SITE PLAN FOR HAMPTON CHASE Dear Mr. Golladay: The City of Winchester respectfully requests that the attached resolution be included as part of the public meeting on the above referenced matter. The resolution was requested at the October 3, 1990 meeting of the Public Improvement Carmittee of City Council and was adopted by full City Council on October 9, 1990. I understand that the adjacent Winchester Warehousing development is up for consideration at the October 17, 1990 Frederick County Planning Comission meeting. Because the resolution references this develognent, it may be appropriate to include the resolution as part of the discussion on Site Plan #052-90 for Winchester Warehousing also. Thank you for your consideration of the attached resolution. cc: Kenneth Stiles,, County Board of Supervisors, Chairman John Riley, County Administrator Tan Price, Agent for Applicants Winchester Planning Commission Ed Daley, City Manager Tim Youmans, City Planner "THE APPLE CAPITAL" n, IEa l:! IE D DEC 8 PA is 3_ ' r ...THE COMMON 1, Pat)r i.cia. B. Ashby, C.2eAk o4 the Common Council, hereby ceAtijy on this tenth day o6 October, 1990, that the Sottow.ing &e.6otuti.on .chi a .tAue and exact copy ob one and the dame unan.imou6ty adopted by The Common Councit o6 the City o6 Wi.nche/sten, Vi&gini.a., "semb.ted in negu,bat sezzion on the 9th day o6 OctobeA, 1990: RESOLUTION WHEREAS, Frederick County has requested Subdivision and Site Plan ConBnents from the City of Winchester for the Hampton Chase Development; and WHEREAS, Hampton Chase is now proposed to contain 85 townhouses and 29 single-family detached zero lot hones with subdivision access limited to Butler Avenue and Apple Street imanediately north of Green Street; and WHEREAS, it is in the interest of both jurisdictions to encourage a well - planned street network which appropriately distributes traffic and provides for improved emergency access; and WIDFCAS, the County Board of Zoning Appeals approved an industrial buffer reduction adjacent to City single-family residences on the parcel immediately to the west between Smithfield Avenue and the Hampton Chase Development; and WHEREAS, a Master Development Plan was approved for Hampton Chase showing a right-of-way and stubbed street extending toward Smithfield Avenue immed- iately to the west of the intersection with Butler Avenue, which has since been eliminated and replaced with a curved extension of Butler Avenue: NOW, TMEMRE, BE IT RESOLVED by the Cca mn Council of the City of Win- chester that the City hereby expresses the following concerns regarding the Hampton Chase and adjacent development: 1. A street connection should be pursued providing access to Fort Collier load f= m the subdivision, even if such access requires County consideration of condemnation on the small sliver of property precluding such connection; " 2. As an alternative to a direct connection to Fort Collier load, a connection should be provided to the * Dominion Knolls property immediately to the east, thereby providing access to streets away from lower density residential neighborhoods; M 3. Zhe buffer reduction granted by the Frederick County Board of Zoning Appeals for Winchester Warehousing should not have been granted so as to preclude or hamper the likelihood of a connec- tion from the Hampton Chase development as shown on the approved M�+✓✓``�fas/eter Development Plan. - 1 - ULU I of= w tne,6.6 my hand and the seat o b the City o 6 W.i.nche steh, Vi gin ia. PatAicia. B. Ashby Cte k o b the Common Counc it I DEC 18 IM HAMPTON CHASE DETENTION POND INFLOW HYDROGRAPHS LJ l I UEG 1 8 1990 1 Flow to Str #12 Time(min; 0(2)cfs Q(10)cfs 0(100)cfs 0.00 0.00 0.00 3.04 4.20 5.99 6.08 8.41 11.99 9.13 12.61 17.98 12.17 16.82 23.98 15.21 21.02 29.97 18.25 25.23 35.97 21.29 29.43 41.96 24.34 33.64 47.95 27.38 37.84 53.95 30.42 42.05 59.94 33.46 46.25 65.94 36.50 50.46 71.93 39.54 54.66 77.93 42.59 58.87 83.92 40.77 56.35 80.33 38.94 53.83 76.74 37.12 51.32 73.15 35.30 48.80 69.56 33.48 46.28 65.97 31.66 43.76 62.38 29.84 41.24 58.79 28.01 38.73 55.21 26.19 36.21 51.62 24.37 33.69 48.03 22.55 31.17 44.44 20.73 28.65 40.85 18.91 26.14 37.26 17.09 23.62 33.67 15.26 21.10 30.08 13.44 18.58 26.49 11.62 16.06 22.90 9.80 13.55 19.31 7.98 11.03 15.72 6.16 8.51 12.30 4.34 5.99 8.54 2.51 3.47 4.95 0.69 0.96 1.36 Flow to Str #1 /10 0(2)cfs Q(10)cfs 0(100)cfs 0.00 0.00 0.00 0.59 0.75 1.03 1.17 1.50 2.05 1.76 2.25 3.08 2.34 3.00 4.11 2.93 3.75 5.13 2.58 3.30 4.52 2.22 2.85 3.90 1.87 2.41 3.29 1.52 1.96 2.67 1.17 1.51 2.06 0.82 1.06 1.44 0.47 0.61 0.83 0.12 0.16 0.22 Dir Flow to DP#1 0(2)cfs 0(10)cfs 0(100)cfs 0.00 0.00 0.00 0.62 0.75 1.09 1.24 1.50 2.18 1.86 2.25 3.27 2.47 2.99 4.35 3.09 3.74 5.44 3.71 4.49 6.53 4.33 5.24 7.62 4.95 5.99 8.71 5.57 6.74 9.80 6.18 7.48 10.89 6.80 8.23 11.98 7.42 8.98 13.06 8.04 9.73 14.15 8.66 10.48 15.24 9.28 11.23 16.33 9.89 11.98 17.42 10.51 12.72 18.51 11.13 13.47 19.60 11.75 14.22 20.69 12.37 14.97 21.77 12.99 15.72 22.86 13.61 16.47 23.95 14.22 17.22 25.04 14.84 17.96 26.13 15.46 18.71 27.22 16.08 19.46 28.31 16.40 19.01 27.65 16.03 18.56 27.00 15.66 18.12 26.35 15.29 17.67 25.70 14.92 17.22 25.05 14.55 16.77 24.40 14.18 16.32 23.74 13.81 15.88 23.09 13.44 15.43 22.44 13.07 14.98 21.79 12.70 14.53 21.14 12.33 14.08 20.48 11.96 13.63 19.83 11.59 13.19 19.18 11.22 12.74 18.53 10.85 12.29 17.88 10.48 11.84 17.22 10.11 11.39 16.57 9.74 10.94 15.92 9.37 10.50 15.27 8.99 10.05 14.62 8.62 9.60 13.96 8.25 9.15 13.31 7.88 8.70 12.66 7.51 8.26 12.01 7.14 7.81 11.36 6.77 7.36 10.70 6.40 6.91 10.05 6.03 6.46 9.40 5.66 6.01 8.75 5.29 5.57 8.10 4.92 5.12 7.44 4.55 4.67 6.79 4.18 4.22 6.14 3.81 3.77 5.49 3.44 3.33 4.84 3.07 2.88 4.19 2.70 2.43 3.53 2.33 1.98 2.88 1.96 1.53 2.23 1.59 1.08 1.58 1.22 0.64 0.93 0.85 0.19 0.27 0.48 0.11 Flow to Str#35 0(2)cfs Q(10)cfs Q(100)cfs 0.00 0.00 0.00 3.70 5.15 7.39 7.39 10.30 14.78 11.09 15.46 22.18 14.78 20.61 29.57 18.48 25.76 36.96 22.18 30.91 44.35 25.87 36.06 51.74 29.57 41.22 59.14 33.26 46.37 66.53 36.96 51.52 73.92 40.66 56.67 81.31 44.33 61.82 88.70 48.05 66.98 96.10 51.74 72.13 103.49 55.44 77.28 110.88 53.23 74.19 106.45 51.01 71.11 102.03 48.80 68.02 97.60 46.59 64.94 93.17 44.37 61.85 88.75 42.16 58.77 84.32 39.95 55.68 79.90 37.73 52.60 75.47 35.52 49.51 71.04 33.31 46.43 66.62 31.10 43.34 62.19 28.88 40.26 57.76 26.67 37.17 53.34 24.46 34.09 48.91 22.24 31.00 44.48 20.03 27.92 40.06 17.82 24.83 35.63 15.60 21.75 31.21 13.39 18.66 26.78 11.18 15.58 22.35 8.96 12.49 17.93 6.75 9.41 13.50 4.54 6.32 9.07 2.32 3.24 4.65 0.11 0.15 0.22 Total to DP O(2)cfs O(10)cfs O(100)cfs 0.00 0.00 0.00 7.95 10.85 15.50 15.88 21.71 31.00 23.84 32.57 46.51 31.76 43.42 62.01 39.71 54.27 77.50 46.72 63.93 91.37 53.71 73.58 105.22 60.73 83.26 119.09 67.73 92.91 132.95 74.73 102.56 146.81 81.74 112.21 160.67 88.72 121.87 174.52 95.75 131.53 188.40 102.99 141.48 202.65 105.49 144.86 207.54 102.06 140.00 200.61 98.64 135.15 193.69 95.23 130.29 186.76 91.82 125.44 179.83 88.40 120.58 172.90 84.99 115.73 165.97 81.57 110.88 159.06 78.14 106.03 152.13 74.73 101.16 145.20 71.32 96.31 138.28 67.91 91.45 131.35 64.19 85.41 122.67 59.79 79.35 114.01 55.38 73.31 105.34 50.97 67.25 96.67 46.57 61.20 88.01 42.17 55.15 79.34 37.76 49.10 70.67 33.36 43.05 62.17 28.96 37.00 53.33 24.54 30.94 44.67 20.14 24.90 36.00 16.87 20.40 29.55 14.28 16.87 24.48 11.70 13.34 19.40 11.22 12.74 18.53 10.85 12.29 17.88 10.48 11.84 17.22 10.11 11.39 16.57 9.74 10.94 15.92 9.37 10.50 15.27 8.99 10.05 14.62 8.62 9.60 13.96 8.25 9.15 13.31 7.88 8.70 12.66 7.51 8.26 12.01 7.14 7.81 11.36 6.77 7.36 10.70 6.40 6.91 10.05 6.03 6.46 9.40 5.66 6.01 8.75 5.29 5.57 8.10 4.92 5.12 7.44 4.55 4.67 6.79 4.18 4.22 6.14 3.81 3.77 5.49 3.44 3.33 4.84 3.07 2.88 4.19 2.70 2.43 3.53 2.33 1.98 2.88 1.96 1.53 2.23 1.59 1.08 1.58 1.22 0.64 0.93 0.85 0.19 0.27 v,7 I ULC 1 8 HAMPTON CHASE DETENTION POND OUTFLOW HYDROGRAPHS �tC 81990 ;i i HAMPTON CHASE DETENTION POND DATA --T-+F�Pi�iriR-i "FFFii fi-�Fir'i-'F'F +1' T'F M"T-�'S`TT T. T T'"T'�-T-T-T -'S' T +1T T T TT T T T T T T T T T T T T T •c• f• ••• a• •r •r .t• ••• •: n. n....,. y..i. .i......t• (Types: 1.Weir ?.Pipe; gRiser) Structure 1 Struc-'C- ire 2 1: 1"ype _ a Riser 1. , WeJ:.r Weir; .d : Elevation (ft) i.)aor" 8--4"a75 Length (ft) 0.00 .30. 00 4: Coefficient 0.00 Riser. 5. Elevation (ft) 63.55 is a 00% 6. Diameter (in) �6aoi-I :;„cii) 7. Orifice Elevation (ft) 78a50 S. Orifice i ia;ne�_er' ( iT';) ).i_;t=) titi T a Oif 4 {_e ES S d eYa4-io(ft' 0 a 0(--" 0a 00 10: Orifice Diable ter (..tn, `Ja00- 11a Orifice E.''evation (f 12: Orifice: 'E'.i.ameter (?n; ()a00 i„i:i(_.+. Pipes 13: Znvert Elevation (ft) 78. 50 a 10s i;�J- 15a Orifice jy) iameter (in) 36a00 0.00 16. Length (ft) '25a:--10 _ .00 174 Manning'_ n 0,011 0.001-11 IS: Slope (f-t/ft.) 0.020 .01a000 19: Entrance Loss Coefficient 0a6 t_iai_) Surface: 12"0: Initial Elevation (ft) ;78a5t Storage Pond Characteristicsr Section Elevation Area ('fL) t =q fy) 1 78.50 0 J/(� Control: RW = Riser acting as a weir RO = Riser acting as an orif 4 Ce PI = Horizontal 'pipe in inlet control PO = Horizontal pipe in outlet control DEC 1 8 1990 D.P. TWO YEAR OUTFLOW 'rime Inflow (i,.aer Weir Total E'lev Storage (min) (cfs) (cfs) (cfs) (cfs) (f-c) (cu fl.) 0.0 0.00 0.c; 0.0 0.00 76.50 .1..0 7.95 0.2 0.0 0.1.5 73.61 2:0.59 2.0 15.88 0.6 0.0 0.60 78.76 91.0.2f) 3.0 23.84 1.3 0.0 1.34 76.93 2,039.69 4.0 31.76 2.4 0.0 2.39 79.11 3,652.17 5.0 39.71' 3.7 0.0 3.69 79.30 5,655.53 6.0 A6.72 5.2 0.0 5.21 79.50, 8,014.43 7.0 53.71 6.9 0.0 6.94 79.69 10,689.39 6.0 60.73 8.9 0.0 8.85 79.89 1.3,670.98 9.0 67.73 11.0 0.0 10.96 80.08 16,949.27 10.0 74.73 13.2 0.0 13.24 80.28 20,513'.4.3 11.0 81.74 15.7 0.0 15.70 80.48 24,353.68 12.0 88.72 18.3 0.0 18.32 80.68 23,459.60 13.0 95.75 21.1 0.0 21.1.1 80.89 32,822.13 14.0 102.99 24.0 0,0 24.05 81.09 37,439.57 15.0 105.49 27.1 0.0 27.06 81.29 42,168.96 16.0 102.06 29.9 0.0 29.94 81.47 46,691.72 17.0 98.64 32.2 0.0 32.17 81.63 .50.851.41 18.0 95.23 33.2 0.0 33.17 81.78 54,711.16 19.0 91.82 34.0 0.0 33.99 81.90 58,048.77 20.0 88.40 34.7 0.0 34.74 82.01 61,157.24 21.0 84.99 35.4 O.O 35.41 82.11 64,039.50 22.0 81.57 36.0 0.0 36.01 82.20 66,698.38 23.Q 78.14 36.6 0.0 36.55 82.29 69,136.06 24.6 74.73 37.0 0.0 37.04 82.36 71,355.43 25.0 . 71.32 37.5 0,0 3-7.46 82.43 73.,359.60 26.0 67.91 37.6 0.0 37.84 82.49 75,151.04 27.0 64.19 38. 2 0.0 38.17 82.54 76, 72.3. 49 28.0 59.79 38.4 0.0 36.44 82.58 78,051.72 29.0 55.38 38.7 0.0 38.66 82.62 79,118.96 30.0 50.97 38.8 0.0 38.82 82.64 79,927.94 31.0 46.57 38.9 0.0 38.93 82.66 60,482.01 32.0 42.17 - 39.0 0.0 L4.00 82.67 80,784.60 33.0 37.76 39.0 0.0 39.01 82.67 jB0,847.12 34.0 33.36 39.0 0.0 38.96 82.67 B0,624.65 35.0 28.96 38.9 0.0 36.86 82.6` 80,122.12 36.0 24.54 38.7 0.0 38.70 82.63 79,342.08 37`.0 20.14 38.5 0.0 38.49 82.59 78,288.41 38.0 16.87 38.2 0.0 38.23 82.55 77,001.55 39.0 14.28 37.9 0.0 37.92 82.50 75,543.11 40.0 11.70 37.6 0.0 37.59 82.45 73,937.64 41,0 11.a2 37.2 0.0 37.2+.3 82.9 72,254.87 42 r O JAa 1 5 36.9 0.0 36.87 82.34 70, 566.90 43.0 M 48 36.5'' 0.0 36.50 82.28 68,877.54 44.0 10.11 36.1 0.0 36.12 82.22 67,187.08 45.0' 9.74 35.7 - 0.0 35.74 82.16 65,495.78 '46.0 9.37; 35.4 0.0 35.35 82.10 63,803.93 47.0 8.99 35.0 010 34.96 82.04 62,111.50 46.0 8.62 34.6 0.0 34.56 81.98 60,418.77 49.0 8.25 34.2 0.0 34.16 81..92 58,726.37 50.0 7.88 33.7 0.0 33.75 81.86 57,034.59 51.0 7.51 33.3 0.0 33.33 81.80 55,343.76 52.0 7.14 32.9 0.0 32.90 81.14 53,654.17 53.0 6.77 32.5 0.0 32.47 81.67 51,966.15 54.0 6.40 32.0 0.0 32.02 81.61 50,280.07 55.0 6.03 31.2 0.0 .31.15 81.54 48,596.13 56.0 5.66 30.1 0.0 30.10 81.48 46,941.39 57.0 5.29 29.1. 0.0 29.07 81.42 45,327.03 58.0 4.92 28.1 0.0 28.07 81.35 43,751.45 59.0 4.55 27.1 0.0 27.09 81.29 - 42,213.11 60.0 4.18 26.1 0.0 26.13 81.23 40,710.51 61.0 3.81 25.2 0.0 25-.20 81.17 39,243.19 62.0 -3•.44-- 24.3 0.0 -74.29 81.11 37,81-5.06 6.0 3.07 23.4 0.0 23.39 81.05 36,410.92 64.6 2.70 22.5 0.0 i2.52 80.99 35,037.05 21 7 0.0 21.66 80.93 33,692"6 `' ►b 're, 0.0 20.82 80.87 32575,04` 0 0.0 2 . �0 , , s0.81 31, 66C 48 Ei8 0 1« - 19.2 -0.0 19..19 80.75 29,819.29 69:.0 0.05, 18.4 0.0 10.40 80.69 28,578,36 ECE E � : �•i D.P.'TAN YEAR OUTFLOW Time Inf'low Riser Weir Total Elev Storage (min) :(cfs) (cfs) (cfs) (cfs) (ft) (cu ft) 0.0 0.,00" ° 0.0 0.0 0.00 78.50 0.00 14-0, , 10 8w- 0.2 0.0 0.21 78.63 316.12; 21 71; 0.. 8 0.0 0.82 78.81 1, 248.23 0 ' 32.57 ` ' 1.8 0.0 1.83 79.02 2,793.08 4.O 43•.42 3.3 0.0 3.25 79.24 4,985.42 5.0 54.27 5.0 0.0 5.02 79.47 7,716.22 6..0 63.94. 7.2 0.0 7.15 79.71 il,026.45 7.0:' 73.58, 9.5 0.0 9.50 79.95 14,681.66 8.0_ 83.24 10.3 PO 0.0 10.29 80.20 18,920.56 9.0: ' 924,4 >, 15 ;1 0.0 15.12 80.44 23, 455. 77 •, 10.0. 102.56; 18.2 0.0 18.24 80.68 28,336.65 11..E 112:2k., 21.6 0.0 21.60 80.92 33,599.86 12wO 121.87 25.2 0.0 25.19 81.17 39,231.69 13.;0:; 131.53' 29.0 0.0 29.00 81.41 45,219'.21 14 b 14.1.48- 32.4 0.0 32.36 B1.66 51,575.11 15.,ta 144.86 34.0 0.0 34.03 81.90 58,183.30 16.► 140.04,;..'35.3 0.0 35.55 82.13 64,649.78 17.0. 135.i8;_i".,36•9 0.0 36..90 82.34 70,736.91 18y",. 130.29- >38.1 0.0 38.11 82.53 76,454.50 19.'6` 125 ..44, 'r 39.1 0.0 39.14 82.69 81, 503.33 20.0 120.58, 40.1 0.0 40.06 82.84 86,220.21 21..0 115.73-` 40.9 0.0 40.90 82.98 90,593.41 22.0 110.BB 41.6 0.0 41.64 83.10 94,611.57 23.0 106.03 42.3 0.0 42.30 83.21 98,280.52 24.0 101;i16 42.9 0.0 42.89 83.31 101,610.13 25.0 96.31 43.4 0.0 43.42 83.40 104,615.63 26.0 91.45 43.9 0.0 43.88 83.48 107,312.24 27:0 85'.41 44.3 0.0 44.28 83.54 109,676.88 28.0 79.35 45.0 RW 0.0 44.96 83.60 111,686.76 29.0 73.31 45.8 RW 0.0 45.82 83.65 113,332.86 30.0. 67.25 46.6 RW 0.0 46.60 83.68 114,610.95 31.0 61.20 47.2 RW 0.0 47.21 83.71 115,528.80 32.0 55.15 47.6 RW 0.0 47.61 83.72 116,098..35 33.0 49.10 47.8 RW 0.0 47.78 83.73 116,332.54 34.0 43.05 47.7 RW 0.0 47.70 83.73 116,224.73 35.0 37.00 47.4 RW 0.0 47.36 83.71 115,738.79 36.0' 30.94 46.8 RW 0.0 46.78 83.69 114,891.31 37.0 24.90 46.0 RW 0.0 46.04 83.66 113,697.00 38.0 20.40 45.2 RW 0.0 45.22 83.61 112,215.90 39.0 16.87 44.'5 RW 0.0 44.49 83.57 110,531.26 40.9, 13.34 44.1 0.0 44.11 83.51 108,667.84 41.� 1,2.74 438 0.0 4,3..77 83.46 106,696.79 42.012 «,2% 43.4 0.0 43.43 ` 83.40 104,712.37 43.1 0.0 43.09 83.34 102,719.65 44.Q i1:39 42.7 0.0 42.74 83.28 100,718.89' :. 45.0- 10.94 42.4 0.0 42.38 83.22 98,710.37 46.0 10.50 42.0 0.0 42.02 83.16 96,694.69 47.0 10.05 `. 41.7 -0.0 41.65 83.10 '94,672.14 48.0 9.60 41.3 0.0' 41.28 B3.04 92,642.69 49.0 9.15 40.9 0.0 40.90 82.98 90,606.64 50.0 8.70 40.5 0.0 40.51 82.92 88,564.30 51.0 8.26 40.1 0.0 40.12 82.85 86,516.30 52.0 7.81 39.7 0.0 39.72 82.79 84,462.94 53.0 7.36 39.3 0.0 39.32 62.72 82,404.25 54.0 6.91 38.9 0.0 38.91 82.66 86,340.54 55.0 6.46 38.5 0.0 38.49 82.59 78,272.17 56.0 6.01 38.1 0.0 .38.06 82.52 76,199.46 57.0 5.57 37.6 0.0 37.63 62.46 74,124.47 58.0 5.12 37.2 o."a 37.19 62.39 72,047.58 59.0 4.67 36.7 0.0 36.74 62.32 69,968.84 60.0 4.22 36.3 0.0 36.28 82.25 67,888.63 61.0 3.77 35.8 0.0 35.81 82.17 65,807.32 62.0` 3.33 35.3 0.0 35.34 82.10 63,725.63 63.0 2.88 34.9 0.0 34.85 82.03 61,643.95 64.0, 2.43 34.4 0.0 34.36 81.95 59,562.36 65.0 1.98 3.-,.9 0.0 33.85 81.88 57,481.28 33.3 0.0 33.34 Bi.84 55,401.14 ' 3a:rL7 0.6 32.82 81.72 53,322.$6 (1Y64 32.3 0.0 32.28 81.65 51,245.72 ab9.w0 „ -�o 9. 31'.5 0.0 31.52 81. 57 .49,171.67 �F- W7 DEC 181990 D.P. 100 YEAR OUTFLOW Time Inflow Riser (min) --------------------------- (cfs) (cfs) 0.0. 0.00 0.0 '» k7► 15.50::, 0.3 2.0 31.00 :. 1.2 3.0 46.51 2.6 4 ,,,fit . ,. 62.01 4 m 6 5.0 77.50 7.1 6.0 91.37 10.1 7.0 105.22 13.4 8.P .119.09 17.1 9.0 132.95 21.3 10.0 146.81 25.7 11.0 160.67 30.5 12.0 174.52 33.4 13.0 188.40 35.5 14.0 202.65 37.6 15.0 207.54 39.7 16.0 200.61 41.5 17.0 193.69 43.2 18.0 186.76 45.1 RW 19.0 179.83 50.8 RW 20.0' 172.90 57.2 RW 21.0 165.97. -62.7 RW 22.0 159.06 67.1 RW -•.23.0 152.13 68.1 P1 24.0 145.20 68.5 PI 25.0 138.28 68.7 PI 26.0 131.35 68.9 PI 27.0 122.67 68.9 PI 28.0 114.01 68.8 PI 29.0 105.34 68.7 PI 30.0 96.67 68.4 PI 31.0 88.01 68.1 PI 32.0 79.34 67.8 P1 33.0 70.67 66.0 RW 34.0 62.1'7` 63.7 RW 35.0 53.33 61.4 RW 36.0 44.67 59.0 RW 37.0 36.00 56.7 RW 3a.0 29.55 54.4 RW 39.0 24.48 52.3 RW 400 19.40 50.4 RW 41.0 18.53 48:7 RW 41.0- 17.88 47.3 RW 43.6 17.22 46.1 RW 44.0 16.57 45.1-RW 45.0 15.V2 44.4 RW 46.0' 15.27 44.0 47.0 14.62 43.7 48.0 13.96 43.4 49..0 13.31 43.1 50.0 12.66 42.7 51.0 12.01 42.4 52.0 11.36 42.1 53.0 10.70 41.7 54.0 10.05 41.3 55.0 9.40 41.0 56.0 8.75 40.6 57.0 8.10 40.2 58.0 7.44 .39.8 59.0 6.79 39.4 60.0 6.14 38.9 61.0 5.49 38.5 62.0 4.84 38.1 63,0 4.19 37.6 640 3.53 37.2 36.7 68 4 0.9-1 35.2 69,0 0.-27 34.7 Weir Total Elev Storage (cfs) --------------------------------------- (cfs) (ft) (cu ft) 0.0 0.00 78.50 0.00 0.0 0.30 78.67 453.33 0.0 .18 ' 78.89 1,789.90 0.0 2.61 79.15 3,997.66 0.0 4.63 79.42 7,107.76 0.0 7.11 79.71 .10,957.11 0.0 10.06 80.00 15,550.47 0.0 13.41 80.30 20,777.56 0.0 17.15 80.60 26,617.74 0.0 21.25 80.90 33,050.23 0.0 25.71 81.20 40,053.07 0.0 30.52 81.51 47,606.01 0.0 33.43 81.82 55,756.20 0.0 35.53 82.13 64,588.63 0.0 37.63 82.46 74,137.91 0.0 39.66 82.78 84,136.27 0.0 41.52 83.08 93,955.35 4.0 43.1E 83.36 103,254.81 0.0 45.13 83.61 112,038.20 2.5 '53.25 83.84 120,119.42 14.2 71.40 84.02 126,973.54 26.0 88.65 84.16 132,030.62 36.1 103.19 84.26 135,824.31 43.9 111.98 84.33 138,508.34 49.5 118.03 84.38 140,381.30 53.3 122.03 84.41 141,588.98 55.4 ].24.22 84.42 142,238.98 55.9 124.78 84.43 142,404.86 54.7 123.49 84.42 142,022.41 52.1 120.74 84.40 14l,201.86 48.5 11A.87 84.37 140.027.57 44.0 112.16 84.33 138,564.15 _•9.1 106.83 84.28 136,859.44 33.7 99.72 84.2:9 1-74,947.72 28.3 92.00 84.18 132,936.31. 23.0 84.40 84.13 130,854.73 17.9 76.95 64.07 128,690.30 1:=.1 69.74 84.01 126,438.09 8.6 63.06 83.95 124,150.51 4.9 57.25 83.88 121,906.65 2.0 52.40 83.82 119,697.24 0.2 48.91 833.77 117, 595..37 0.0 47.30 83.71 115,658.33 0.0 46.08 83.66 113,777.97 0.0 45.08 83.61 1.11 , 930. 56 0.0 44.36 83.55 110,103.51 0.0 44.04 B3.50 108,278.9E 0.0 43.73 83.45 106.432.31 0.0 43.41 83.40 104,562.89 0.0 43.08 8.3.34 102,671.08 0.0 42.74 B3.28 100,757.61 0.0 42.40 83.23 98,822.84 0.0 42.05 83.17 96,867.18 0.0 41.69 83.11 94,890.70 0.0 41.33 83.05 92,893.83 0.0 40.95 62.99 90,877.29 0.0 40.57 82.93 88,641.50 0.0 40.17 82.86 66,786.91 0.0 39.77 82.80 84,713.62 0.0 39.36 82.73 82,622.11 0.0 33.94 82.66 80,513.13 0.0 38.51 82.59 78,387.17 0.0 38.07 82.53 76,244.71 0.0 37.62 82.45 74,087.60 0.0 37.16 82.38 71,916.19 0.0 36.68 132.31 69,731.01, 0.0 36.20 82:23 67$32.92 0.0 35.70 82.16 65,322.48 0. i 35.19 02.08 63.1.00.26 0 .n 34.67 82 , 00 160. 1166. 51 L 6�71[E0WC� DEC 1 81990 6 HAMPTON CHASE STORM SEWER CALCULATIONS DEC 1 81990 STR FROM: O(10)cfs INV. IN INV. OUT ADDS INV TOP EL. TYPE L(fq;Hw/d Hw Elweff Sx;S T(ft) Depth 1 A 0.87 679.35 679.25 - 684.01 DI-MB x-5' 12 100 2.6 3.00 4.76 2 B 0.80 682.65 680.90 681.00 687.74 DI-MB,x=5' 12 99 3.0 3.00 6.84 3 C 1.22 686.84 686.74 687.24 691.74 DI-313 12 98 5.4 5.40 5.00 4 D 0.96 690.25 690.00 690.50 693.50 DI-7 Na 0.13 0.0083 15.66 3.50 5 E 2.62 694.74 694.64 - 698.64 DI-313 16 92 7.0 7.00 4.00 6 F 1.13 696.18 696.08 - 701.08 DI-38 12 97 80 8.00 5.00 7 G 0.18 696.93 896.68 696.93 701.08 01-3C 6 per VDOT 4.40 8 H 2.06 698.10 698.00 - 701.50 DI-7 rva 0.20 0.0161 12.42 3.50 9 1 2.16 699.10 699.00 - 701.50 DI-7 Ma 0.21 0.0277 7.58 2.50 10 J 2.76 679.85 679.75 - 604.01 DI-MB x.,T 20 98 2.6 7.60 4.26 11 K 0.97 681.50 681.40 - 667.74 DI-MB,X-5 14 100 4.6 4.60 6.34 12 L,HH,II,JJ,KK 73.61 - 681.76 - 685.42 EW-1APC 1.30 685.43 0.0129 265.53 13 M 1.38 - 687.74 - 691.74 DI-3B 14 98 6.4 6.40 4.00 14 N 1.21 - 691.20 - 695.20 DI-3B 12 100 6.8 5.80 4.00 15 0 Z14 - 699.97 - 703.97 DM 18 97 6.6 6.60 4.00 16 P 2.70 693.55 693.45 - 696.95 DI-3B(nwd) 10 0.20 0.1410 1.42 3.50 17 0 2.43 697.91 697.66 698.66 702.16 Oh38 10 0.18 0.1460 1.23 4.50 18 R 0.91 704.89 704.39 705.39 714.14 DI3BB 6 0.13 0.1966 0.66 9.75 19 S 0.38 707.30 707.20 - 714.45 01-38 8 100 2.0 2.00 7.25 20 T 2.14 710.35 710.25 - 716.59 DI-3B 18 99 6.4 6.40 6.34 21 U 2.78 713.35 713.25 - 719.47 DV38 18 97 9.2 9.20 6.22 22 V 2.68 718.35 718.25 - 722.44 DI-3B 10 0.20 0.0208 9.62 4.19 23 W 15.66 719.10 719.00 - 722.49 DI-9B(mod) 18 0.50 0.0208 24.04 3.49 24 X 0.39 709.68 709.18 - 713.18 DI-36 10 100 2.0 2.00 4.00 25 Y 1.80 711.42 711.00 - 715.00 DI-1 We 0.16 0.0400 4.50 4.00 26 Z 5.20 - 716.00 - WWDot Str We 27 AA 2.49 - 699.16 - 702.16 DI-38(mod) 10 0.16 0.0497 3.62 3.00 28 BB 1.04 690.64 690.54 - 694.54 DI-3B 14 97 4.6 4.60 4.00 29 CC 2.20 - 694.51 - 698.51 DI-3B 18 96 6.4 6.40 4.00 30 DD 4.06 684.93 684.83 - 689M DI-3B 14 0.22 0.0264 8.66 4.50 31 EE 0.80 685.29 685.19 - 689.19 DI-38 6 0.13 0.0205 6.34 4.00 32 FF 0.63 - 686.50 - 689.00 DI-1 rve 0.13 0.0250 5.20 2.50 33 GG 1.39 604.25 - 667.75 D13B(mod) 14 99 6.4 6.40 3.50 34 PP 15.66 710.00 - - ES-1 1.40 712.45 0.0070 350.00 35 00 77.28 600.10 - 683.77 EW-1APC 1.40 664.07 0.0042 944.44 36 00 0.82 676.76 - - ES-3 0.45 679.16 0.0217 19.01 37 SS 2.97 699.16 - 703.16 0I-313 12 per VDOT 38 TT 2.40 719.25 - 722.25 DI-7 per VDOT Two Year Ten Year Type Base Side Slope Depth Treatment Flow tD SCC KK 1.35 1.86 TriarWar 0 3:1 9 in grass seeding JJ 2.28 3.07 Triangular 0 3:1 9 in EC-2 II 45.61 61.52 Trap 4 3:1 24 in EC-3/Sodding HH 48.65 65.62 Trap 4 3:1 24 in EC-3/Sodding L 54.57 73.61 Trap 4 3:1 24 in EC-3/Sodding NN 0.57 0.76 Trranguiar 0 3:1 9 in grass seeding MM 1.26 1.68 Triangular 0 3:1 9 in grass seeding LL 2.41 3.21 Triangular 0 3:1 12 in grass seeding f MiJ DEC 1 8 1990 Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Q(deS)cfs q(10)cfs v(10)fps From: Type Cap.Chk T(t)sec 1 679.25 679.00 27.0 53 x 34 0.93 97.02 80.90 10.09 STR 1 RCEP o.k 2.7 42 2 680.90 679.25 132.0 53 x 34 1.25 112.73 93.41 11.72 STR 2 RCEP O.k 11.3 42 3 686.74 682.65 236.1 21 1.73 20.90 18.03 8.69 STR 3 RCP o.k 27.2 4 690.00 686.84 206.2 21 1.53 19.65 15.42 8.18 STR 4 RCP o.k 25.2 5 694.64 690.25 165.9 18 2.65 17.12 13.26 9.69 STR 5 RCP o.k 17.1 6 696.08 694.74 118.9 18 1.13 11.17 10.64 6.33 STR 6 RCP o.k 18.8 7 696.66 696.18 50.0 18 1.00 10.62 9.51 5.96 STR 7 RCP o.k 8.4 8 698.00 696.93 61.0 15 1.75 8.57 7.19 6.99 STR 8 RCP o.k 8.7 9 699.00 698.10 80.0 15 1.12 6.86 5.13 5.60 STR 9 RCP o.k 14.3 131 10 679.75 679.35 46.3 53 x 34 0.86 93.68 80.03 9.74 STR 10 RCEP o.k 4.8 42 11 681.40 681.00 46.3 53 x 34 0.86 93.68 74.59 9.74 STR 11 RCEP o.k 4.8 42 12 681.75 681.50 35.0 53 x 34 0.71 85.21 73.61 8.86 STR 12 RCEP o.k 3.9 42 13 687.74 687.24 44.0 15 1.14 6.90 1.38 5.62 STR 13 RCP o.k 7.8 14 691.20 690.50 72.9 15 0.96 6.34 1.21 5.17 STR 14 RCP o.k 14.1 15 699.97 696.93 61.6 15 4.93 14.37 2.14 11.72 STR 15 RCP o.k 5.3 16 693.45 691.50 96.0 30 2.03 58.58 57.84 11.94 STR 16 RCP o.k 8.0 17 697.66 093.55 222.0 30 1.85 65.92 55.14 11.40 STR 17 RCP o.k 19.5 18 704.39 697.91 224.1 27 2.89 52.76 50.22 13.28 STR 18 RCP o.k 16.9 19 707.20 704.89 80.4 21 2.87 26.91 26.25 11.20 STR 19 RCP o.k 7.2 20 710.25 707.30 108.0 21 2.73 26.24 25.87 10.91 STR 20 RCP o.k 9.9 21 713.25 710.35 120.0 21 2.42 24.68 23.73 10.27 STR 21 RCP o.k 11.7 22 71825 713.35 232.0 21 2.11 23.07 20.96 9.60 STR 22 RCP o.k 24.2 23 719.00 718.35 40.1 21 1.62 20.21 18.06 8.41 STR 23 RCP o.k 4.8 102 24 709.18 704.89 240.9 21 1.78 21.19 16.05 8.81 STR 24 RCP o.k 27.3 25 711.00 705.39 72.0 15 7.79 18.06 7.00 14.73 STR 25 RCP 0.k 4.9 26 716.00 711.42 76.0 10 6.11 5.43 5.20 9.95 STR 26 RCP o.k WW DP Outlet 27 699.16 698.66 64.0 15 0.78 5.72 2.49 4.66 STR 27 RCP O.k 13.7 28 690.54 690.00 162.0 15 0.33 3.74 324 US STR 28 RCP o.k 53.2 29 694.51 690.64 106.1 15 3.65 12.36 2.20 10.08 STR 29 RCP o.k 10.5 30 684.83 684.00 92.0 15 0.90 6.15 6.49 5.01 STR 30 RCP o.k 18.4 31 685.19 684.93 25.5 15 1.02 6.63 1.43 5.32 STR 31 RCP o.k 4.8 32 686.50 685.29 52-0 15 2.33 9.87 0.63 8.05 STR 32 RCP O.k 6.5 33 684.25 684.00 134.0 15 0.19 2.80 1.39 2.28 STR 33 RCP O.k 58.8 34 710.00 709.68 20.0 21 1.60 20.08 15.66 8.35 STR 34 RCP o.k 2.4 35 680.10 679.85 23.0 53 x 34 1.09 105.12 77.28 10.93 STR 35 RCEP o.k 2.1 42 36 678.75 678.60 80.0 18 x 11 0.31 1.70 0.82 1.59 STR 36 CMPA 0.k 50.2 14 37 699.16 699.10 6.0 15 1.00 6.47 2.97 5.28 STR 37 RCP o.k 1.1 38 719.25 719.10 13.0 21 1.15 17.05 2.40 7.09 STR 38 RCP o.k 1.8 wkvl ': I JJU DRAINAGE AREAS DA Acres C(wgM) T(c) I(10Nn/hr 0(10)cfs CA 7.73 A 0.16 0.80 5 6.8 0.87 0.13 7.54 8 0.16 0.80 6.25 6.4 0.80 0.12 min t(c)-- 5 17.18 C 0.35 0.55 6.75 6.25 1.22 0.20 max 410r 6.8 39.47 D 0.82 0.35 25.5 3.35 0.96 0.29 1(2)- 5.3 24.44 E 0.50 0.85 7.75 6.1 2.62 0.43 n(RCP)= 0.013 12.07 F 0.25 0.70 6 6.5 1.13 0.17 n(CMP)= 0.023 1.00 G 0.02 0.85 7.75 6 0.11 0.02 85.02 H 1.76 0.35 25.5 3.35 2.06 0.61 75.66 1 1.66 0.40 24.5 &45 2.16 0.63 25.56 J 0.53 0.85 7.5 6.1 2.74 0.45 8.67 K 0.18 0.80 5 6.8 0.97 0.14 35.85 L 0.74 0.35 17 4.3 1.11 0.26 13.47 M 0.28 0.80 7.25 6.2 1.38 0.22 18.30 N 0.38 0.50 6.25 6.4 1.21 0.19 34.01 0 0.70 0.50 7.5 6.1 2.14 0.35 32.06 P 0.66 0.60 5 6.8 2.70 0.40 28.85 0 0.60 0.60 5 6.8 2.43 0.36 806 R 0.17 0.80 5 6.8 0.91 0.13 4.5 S 0.09 0.60 5 6.8 0.38 0.06 34.02 T 0.70 0.50 7.5 6.1 2.14 0.35 28.29 U 0.58 0.70 5 6.8 2.78 0.41 0.51 V 1.87 0.35 11 4.4 2.88 0.66 2.81 W 8.95 0.35 12.5 5 15.66 3.13 3.5 X 0.07 0.80 5 6.8 0.39 0.06 68.26 y 1.41 0.35 22.5 3.65 1.80 0.49 4.2 Z 5.20 WINO WARE DET POND (10 yr strm outflow) 29.59 AA 0.61 0.60 5 6.8 2.49 0.37 12.33 88 0.25 0.60 5 6.8 1.04 0.15 26.08 CC 0.54 0.60 5 6.8 2.20 0.32 55.83 DD 1.15 0.55 6.5 6.4 4.06 0.63 8.76 EE 0.18 0.65 5 6.8 0.80 0.12 11.12 FF 0.23 0.60 15.1 4.59 0.63 0.14 Pre Development Flow 16.44 GG 0.34 0.60 5 6.8 1.39 0.20 Pre DA = 43.57 AC 15.5 AC 20.43 HH 0.42 0.40 12 & 1 0.86 0.17 pre C = 0.3 0.75 13.69 II 0.28 0.40 11 5.3 0.60 0.11 Pre CA = 24.70 33.8 JJ 0.70 0.40 16.5 4.35 1.22 0.28 49.43 KK 1.02 0.40 15.25 4.55 1.86 0.41 pre T(c) = 35 61.13 LL 1.26 0.35 24.5 3.45 1.53 0.44 pre i(2) - 1.85 Pre O(2)ds - 45.69 32.72 MM 0.68 0.35 20.25 3.9 0.92 0.24 pre 1(10) = 2.75 Pre 0(10)ds - 67.91 26.27 NN 0.54 0.35 19 4 0.76 0.19 pre i(100) = 3.95 Pre 0(100)ds = 97.55 00 22.40 0.75 15 4.6 77.28 16.80 64.36 PP 3.69 0.80 11 5.3 15.66 2.96 Winc Ware 14.55 OO 0.30 0.40 5 6.8 0.82 0.12 RR 0.96 0.40 5 6.8 2.61 0.38 48.92 SS 0.99 0.50 7.75 6 2.97 0.50 TT 1.37 0.35 12.5 5 2.40 0.48 Total DA to DP - 61.13 Total Post CA - 35.14 DA to Str #12 - 26.65 CA to Sir #12 - 12.65 weighted c - 0.47 T(c) - 14.20 Area W plus Culvert T(t) DA Dir to DP - 12.08 CA Dir to Dot Pd = 5.70 weighted c - 0.47 T(c) - 26.68 Area I plus Culvert T(t) DA to Sir # 35 - 22.40 CA to Str 035 . 16.80 weighted c - 0.75 T(c) = 15.00 Area 00 Project Hampton Chase DI*- 1 2 3 5 6 10 11 13 14 15 19 20 21 24 28 29 33 0(10) cis. 0.88 0.82 1.22 2.64 1.13 2.75 0.99 1.59 1.24 2.21 0.38 2.14 2.78 0.39 1.13 2.20 1.42 n. 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.016 0.015 0.015 0.015 0.015 0.015 On. 0.0132 0.0123 0.0183 0.0396 0.017 0.0413 0.0149 0.0239 0.0187 0.0332 0.0057 0.0321 0.0417 0.0059 0.017 0.033 0.0213 W• 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Sx(%) • 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08' 2.08 2.08 2.08 Sw(%) • 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 8.33 Sw/Sx • 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 T/W(ohart 9) • 1.5 1.5 2.7 3.5 4 3.8 2.3 3.2 2.9 3.3 1 3.2 4.6 1 2.3 3.2 3.2 fo (Chart 10) • 0.95 0.95 0.85 0.74 0.68 0.7 0.88 0.78 0.83 0.77 0.95 0.78 0.63 0.96 0.88 0.78 0.78 S(%) • 2.55 2.94 1.71 3.33 1.66 2.55 3.08 1.71 1.16 2.94 2 2.44 1.6 3.64 3.64 3.33 1.74 Se • 0.06 0.06 0.06 0.05 0.05 0.05 0.06 0.05 0.06 0.05 0.06 0.05 0.05 0.06 0.06 0.05 0.05 L(t) req'd(Cht 15) • 12.66 12.84 13.45 23.92 14.00 22.90 14.54 15.54 12.18 21.08 8.27 19.56 20.73 10.01 16.14 21.73 14.88 Spread (it). 3 3 5.4 7 8 7.6 4.6 6.4 5.8 6.6 2 6.4 9.2 2 4.6 6.4 6.4 Throat Length • 12 12 12 18 12 20 14 14 12 18 8 18 18 10 14 18 14 L/L(t) • 0.95 0.93 0.89 0.75 0.86 0.87 0.96 0.90 0.99 0.85 0.97 0.92 0.87 1.00 0.87 0.83 0.94 Efficiency(%) • 1.00 0.99 0.98 0.92 0.97 0.98 1.00 0.98 1.00 0.97 1.00 0.99 0.97 1.00 0.97 0.96 0.99 Flow Int.(cfs) • 0.88 0.82 1.20 2.43 1.10 2.68 0.99 1.57 1.24 2.14 0.38 2.12 2.71 0.39 1.10 2.11 1.41 0 to next DI(cfs) • 0.00 0.01 0.02 0.21 0.03 0.07 0.00 0.02 0.00 0.07 0.00 0.02 0.07 0.00 0.03 0.09 0.01 next DI # - offsite 1 2 13 14 14 10 11 3 7 27 5 is 29 33 28 10 'ECEI E � : ��� HAMPTON CHASE STORM CONVEYANCE CHANNEL CALCULATIONS ID [E(�V[EOW[E k DEC 1 81990 Hampton Chase STORM CONVEYANCE CHANNEL CALCULATIONS - AII velocities checked at channel low point SCC g2(ad)cfs SCC g10(ad)cfs KK 1.35 KK 1.86 b- 0 d(trial) v(des)fps q(des)fps v @ q(W) d @ q(ad) b- 0 d(trial) v(des)fps q(des)" v @ q(act) d @ q(act) ss= 3 0.1 1.50 0.04 2.88 0.29 ss- 3 0.1 0.90 0.03 hi eiv a 710 0.45 4.08 2.48 hi elv - 710 0.45 2.45 1.49 2.53 0.47 to elv - 701 0.8 5.99 11.50 10 eiv = 701 0.8 3.59 6.90 length: 170 1.15 7.63 30.26 length = 170 1.15 4.58 18.16 n - 0.03 1.5 9.11 61.47 n - 0.05 1.6 5.46 36.88 1.85 628 64.53 SOO g2(ad)cfs SCC g10(ad)cfs 11 2.26 11 3.07 b= 0 d(trial) v(des)Ips q(des)fps v @ q(ad) d @ q(ad) b- 0 d(tdal) v(des)fps q(des)" v @ q(ad) d @ q(ad) ss= 3 0.1 1.35 0.04 ss- 3 0.1 0.81 0.02 hi eN = 701 0.45 3.67 2.23 3.68 0.45 hi eiv - 701 0.45 2.20 1.34 2.67 0.57 to eiv - 692 0.8 5.39 10.34 to elv - 692 0.8 323 6.21 length: 210 1.15 6.86 27.23 length = 210 1.15 4.12 16.34 n = 0.03 1.5 8.19 55.31 n - 0.05 1.5 4.92 33.18 SCC g2(ad)ds SCC g10(ad)cfs 11 45.61 II 61.52 b= 4 d(trial) v(des)". q(des)fps v @ q(act) d @ q(act) b= 4 d(tdal) v(des)fps q(des)fps v @ q(act) d @ q(act) ss= 3 0.1 1.66 0.71 ss= 3 0.1 1.00 0.43 hi eiv = 692 0.45 4.04 9.72 hi eiv - 692 0.45 2.42 5.83 to etv = 690 0.8 5.54 28.38 625 1.00 to elv = 690 0.8 3.33 17.03 length: 75 1.15 6.75 57.86 length = 75 1.15 4.05 34.72 n - 0.03 1.5 7.81 99.61 n - 0.05 1.5 4.69 59.76 4.72 1.52 1.85 5.26 93.02 SCC g2(ad)cfs SCC g10(ad)cfs HH 48.65 HH 65.62 b= 4 d(trial) v(des)fps q(des)fps v @ q(ad) d @ q(ad) b- 4 d(trial) v(des)fps q(des)fps v @ q(act) d @ q(act) ss= 3 0.1 1.82 0.78 ss= 3 0.1 1.09 0.47 hi etv . 690 0.45 4.42 10.65 hi elv - SW 0.45 2.65 6.39 to eiv - 686 0.8 6.07 31.09 6.79 0.99 to elv - 686 0.8 3.64 18.65 length : 125 1.15 7.40 63.39 length = 125 1.15 4.44 38.03 n - 0.03 1.5 8.56 109.11 n - 0.05 1.5 5.13 65.47 5.14 1.50 1.85 6.77 101.90 SOO g2(ad)ds SCC g10(ad)ds L 54.57 L 73.61 b- 4 d(tdal) v(des)fps q(des)fps v @ q(W) d @ q(ad) b- 4 d(trial) v(des)fps q(des)fps v @ q(act) d @ q(act) ss= 3 0.1 1.61 0.69 as- 3 0.1 0.97 0.42 hi eiv - 686 0.45 3.91 9.42 hi siv - 686 0.45 2.35 5.65 to etv - 682 0.8 5.37 27.48 6.48 1.13 to elv - 682 0.8 3.22 16.49 length: 160 1.15 6.54 56.03 length = 160 1.15 3.92 33.62 n - 0.03 1.5 7.56 96.44 n = 0.05 1.6 4.54 57.87 4.81 1.67 1.85 5.10 90.06 SCC g2(ad)cfs SCC g10(ad)ds NN 0.57 NN 0.76 b= 0 d(trial) v(des)ips q(des)fps v @ q(act) d @ q(ad) b= 0 d(trial) v(des)Vs q(des)fps v @ q(ad) d @ q(ad) ss- 3 0.1 1.04 0.03 1.61 0.21 ss= 3 0.1 0.62 0.02 1.41 0.36 hi eiv - 702 0.45 2.83 1.72 hi eiv - 702 0.45 1.70 1.03 to eiv = 696 0.8 4.15 7.97 to elv - 696 0.8 2.49 4.78 length: 275 1.15 5.29 20.98 length = 275 1.15 3.17 12.59 n - 0.03 1.5 6.31 42.62 n - 0.05 1.5 3.79 25.57 SOO g2(act)ds SCC g10(ad)ds MM 1.26 MM 1.68 b- 0 d(tftQ v(des)" q(des)fps; v @ q(act) d @ q(act) b- 0 d(trial) v(des)fps; q(des)fps v @ q(act) d @ q(act) ss- 3 0.1 1.07 0.03 2.37 0.35 ss- 3 0.1 0.64 0.02 hi etv = 695 0.45 2.91 1.77 hi elv - 695 0.45 1.74 1.06 1.88 0.51 10 etv - 686 0.8 427 8.19 to elv - 686 0.8 2.56 4.91 length, 335 1.15 5.43 21.56 length = 335 1.15 3.26 12.94 n = 0.03 1.5 6.49 43.79 n - 0.05 1.5 3.89 26.27 SCC g2(act)ds SCC g10(ad)cfs LL 2.41 LL 321 b= 0 d(trial) v(des)" q(deo)fps v @ q(act) d @ q(ad) b= 0 d(trial) v(des)fps q(des)fps v @ q(act) d @ q(ad) ss= 3 0.1 0.79 0.02 ss= 3 0.1 0.47 0.01 hi elv - 686 0.45 2.14 1.30 2.38 0.53 hi eiv - 686 0.46 129 0.78 1.80 0.75 to eiv - 680 0.8 3.15 6.04 10 eiv - 680 0.8 1.89 3.63 length: 410 1.15 4.01 15.91 length = 410 1.15 2.41 9.55 n = 0.03 1.5 4.79 32.32 n - 0.05 1.5 2.87 19.39 (ECEIVE i : • •, i 1. • �_. • : • . • _ir._ • FR 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. addressApplicant's name, - number: pave Holliday Construction.Inc. P.O. •.s 2715 Agent: G.W. CLIFFORD & ASSOC, P.O. pox 2104 Winchester. V.1 .i Price 1 .. • Name of development and/or decription of the request: Hampton Chase Location: Adiacent to Winchester/Frederick County line. 143 feet northeast -- the -n. of ButlerAvenue and AR. - Street Sanitation Authority Comments: /57" AE' V10rW zo 17Z-Ow S CORA,Fer4r AESUl��ii�; Sanit . Signature & Date :SkdC .,. tOr. (NOTICE TO SANITATION LEASE RETURN THIS FORM TO AGENT.) NOTICE IQ 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. D 19(�� ISoW[ DEC 1 81990 I i` UD- 3 ,l ^ This portion to be deleted when sidewalk is adjacent to curb or curb and gutter with no utility strip. SIOAe 7, I'—► Grading A Natural Sand or No. 8 Aggregate Corrugated perforated plastic pipe or alternate types shown in table below Sidewalk Filter cloth drainage fabric ALTERNATE UNDERDRAIN PIPE STRENGTH OF PIE A Sheet Thickness orMiI Thickness (Nl,n I - inches 6 Pie 8 0pipe xST Crushing Str h Lbs/L F 'ST lCrushing Strength Los /L F Perforated Heticolly Corrugated Lock Seam Steel 062 -4 PerforatedVitrified Cloy1000 1000 Pero oA 11 n�cr e Perforated Corrugated Steel 052 64 FgIrfQ,Xp.d ASbeSJOS Cement 11 1300 Perforated orr aced Aluminum Perforated 8itumtnized Fiber JAASHT0 1400 1700 Perforated Smooth won PVC 205 Pe,torotea Carru area PE Tubing M-252 AASHTO M-252 Sidewalk underdrain is to be used when the sidewalk longitudinal gradient is 3 % or more and when the underlying soil has 34 % or more passing the No 200 sieve and has a PI of 13 or less. Sidewalk underdroins should be tied into the storm sewer system at points about a city block apart. 1.lnderdrain runs must not exceed 1,000 feet in length without discharging into the storm drain system or into on open drain. The length of run may be increased up to an additional 1,000 feet if 8" diameter pipe is used in the downstream 1,000 feet section of the run All pipe to be 6" unless otherwise noted on plans SPECIFICATIONREFERENCE STANDARD SIDEWALK UNDERDRAIN 240 VIRGINIA DEPARTMENT 501 o/ 701 TRANSPORTATION 110p n3 1 _ F v 0 A -h '• '.- �M 0 A L-wB "—GRATE TYPE I OR M PLAN VIEW (From Plons) See Detail A SECTION A -A (GRATE A SHOWN) No 5 x 5-0" bars B 2'A 2 h" 12 Re , d '{ (" y r �...f//� .123's SECTION B-B Concrete cover and grate are to be furnished as a single unit. Outside dimensions of grole to be S-4" x 2'-1IN"(Grate A)or 3' 4"x 2'- it "(Grate 8). Alternate methods of anchoring angle iron wi11 be acceptable if approved by the Engineer. Grate and collar are to be galvanized. Concrete cover may be precast or cast in place. Concrete to be Class A3 if cast In place, 4000 PSI if precast. Sheet 2 of 2 ••eeGe�'�'.fiellryemE+rer -sm�tr•� rte 3 .s es u asw wren inw s;ecarea on shoulders or other orocs subject to traffic For details of load Conrytng Grate IGrofe 8) see T-DI-7 sheet 103.07. 2"diameter Bar 010.68 Ibs./ft. or No.14 Billet Steel Bar e 765 lbs./Ft. (ASTM, A615, Grade 60) DETAIL A APPROXIMATE QUANTITIES .423 Cu. Yds. Concrete 63 Lbs. Reinforcing Steel BAR SPACING CHART GRATE TYPE Maximum Dimension A B I IV2° V. III I" I" DETAILS OF CONCRETE COVER AND GRATE 1 -.--Z - are! r a� u�.-aa- ' •� re to ae .tcwetea elm *4 x 3 'smourn rousts approx..12"c•c to prevent settlement. Ol I In heu of dowels a 2% 4"notch may be provided. 5' ff 4" See Standard T- DI-3,4 alternate design. if Inlet 9 I I Ditch Ditch Inlet 4" I I «« I 4 BOTH SLOPES FLAT ONE STEEP SLOPE ONE INTERMEDIATE SLOPE t Ditch Inlet 4" ' ONE STEEP SLOPE - ONE FLAT SLOPE tr Variable - 2,1 or flatter. sr Ditch grade must be adjusted to most difference in elevation(See Longitudinal Section). If depth (D) becomes less than 4 , length of wings are to be extended as directed by the Engineer. Inlet B Ditch ?:0" U BOTH SLOPES STEEP APPROXIMATE QUANTITIES DI-7 : None DI.7A 1.211 Cu. Yds. Class A3 Concrete, DI-7B: 2.148 Cu. Yds. Class A3 Concrete. Gutter grade adjusted Back-up berm lobe provided as to meet inlet elevation. 4irecled by the Engineer (DI -7A only). Normal median ditch grode. If normal ditch grade is too flot to 0:1 or flatter allow for adjusted grade to inlet, a special gutter detail will be required on plans. LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) DETAILS OF GUTTER AND METHOD OF PLACEMENT STANDARD MEDIAN DROP INLET SPECIFICATION REFERENCE FOR USE WITH 1211 TO 42 11PI PES 241 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 In the event the invert of the outfoll pipe is higher than me bottom of the structure, the in- vert of the structure shall be %hoped with ce- meal mortar to prevent Standing or ponding of water in the Structure. j ) 1-3—L A•4'-4"p2=38'Mpe) 8•3'-0•(12-36•Pipe) PLAN A•4LIO"142" Pipe) (COVER REMOVED) 04-IrI&Pipe) ® Stepa are to be provided when 'H'is 4'-0"or greater. For step details see St'd. ST-1. b Concrete Corer (For details see shelf 2012) flt3"diar ter weep hde with ® ' r... . 12'kl2 plastic hardware cloth W mesh or galvanized steel N wire, minimum wire dia. 0.03 W s." h inch, number 4 mesh hard- . ware cloth anchored firmly z to outside of structure. > Chamber maybe precast, �c:::a see sheets 103.07 thru 103.11. s...0 I ®4"depth aggregals ts.xaJ i rr68,k78,orw8 x 6" width. Cb SECTION CAST IN PLACE Class A•3 comes to be used. Maximum depth (H) to be 12'-e. size 12" W IV 24" 30" 36" 42" Minimum 2'•0" 23t4 2=6ki 3'-I" 3=7� d-2" a'-8� Corks .947 1.045 1.143 1.339 1.535 1.731 1.927 PLAN (COVER REMOVED) cool DI-7, 7A.7B Concrete Cover (For details We sheet 2of2) .11 4 cement plaster coot x J X � y Ir -Pipes to be sealed in I T I place with mortar. •.:. 2. ae 21Wal Thickness)—•( 6x ided Wire Fa 5,5 +y Welded Wire Fabric HALF SECTION HALF SECTION BRICK PRECAST CONC. BLACK X Depth pprox. o. 6 8 01 to 10 200 I* 1 _ 0 16'to 40 Y Apppprox. o. IDepth @IeLek /8" �e 0 to12 10 I�lo2 The "N dimenslan shown on the Standards and specified on the plans will be measured from the invert of the outfoll pipe to the top of the structure. Plan "H"dimensions are approximate Increment perfoot of additional depth (Hl -O.362 cu.yds.02t36"Plpe) only for estimating purposes and the actual dimensions shall be determined by the contractor from field conditions. •0410 cu.yds.(42 Pipe) Reinforced concrete footing maybe precast or cast in place.Two lifting hooks of fabricators design to be provided in precast footing, DI -7 — No gutter GENERAL NOTES Increments shown are for inlets without pipes. Pipe displacements must be DI-7A— Single gutter when drop inlet is on a grade. When specified an plans the invert is to be shaped in accordance with Sid. deducted to obtain true Quantities. DI-78— Double gutter when drop wild is in a sag between two grades. IS I. Paved ditches are to be tronsllioned to meet inlet gutter as shown in Sid. PG•l. Footings may be round or square in shape. Key is to be r deep x wall thickness The type of inlet detailed hereon to be constructed will be of the option of For details of concrete cover, collar and grate. and method of placing approach plus 1. the contractor. gutter see sheet 2012. SPECIFICATION REFERENCE STANDARD MEDIAN DROP INLET ?0 FOR USE WITH 1211 TO 42r1 PIPES VIHtiINIA nr l'AR I MU N T Of 1 H AMP(lif l A I II II'l REAVEN H-A E 4 1 1 1c:0-irk 2 COMBINATION UNDEHURAIN CO-1 Al LOWER LND OF CUTS CuUT ^!A lltVeN •Declf lcWy inGcou0. ill eomolnetlan undKdGn we not be located of this point wio. pavement de•Ign Is N, CENTER LINE SECTION decor dOnoe with lyoleesso lien W (lase.. Isom type Iseleet mot-Lt PLAN VIEW SHOWING PLACEMENT OF STD. CD—IUNDERDRAIN GENERAL NOTES CO-1 mot bs substituted for CO•t' or vice- vorso. and Nwll p. constructed at the o�pppr�oesmate location shown on the piano or ae dirsefod by the Inpineer.AT pipe to be A. or D'. Trench shot be Rasa with aggregate old the- rouarVy hard tamped to Infra eprpoCthoes. Pipe sha/begin of the ad" of pavement and drat f t COMBINATION UNDERDRAIN CD-2 ON F4kl Fal `I+A/�' ONBINA1rOt1 LwEROSAw CENTER LINE SECTION olln lips IS.t.G/ Mal'1.1 PLAN VIEW SHOWING PLACEMENT OF STD. CD-2 UNDERDRAIN UNDERDRAIN OUTLET MARKER DETAIL P.e'•t/lr win. steel ine or s1 ota.# veld or or .000 N.cr, min. AWrelnee Plots __ eau •0m00tlD19 T rl/h Pool matolla I U•lype ROsAa Rots Steel►ost o� A•O' L71 sea./f t. a AaA.kxme Ise �'• foil-ri a .r� LOS./fL •+,tt7"F T10' s tee, posle t• and p1N be pUlnled er pavonlyod In accordance witn tho sp.e.11 pointed the forecast ettpa Oa No, i) pkletttum point ofIlo.a .held point. MarkV to be placed of outlet end of alundordroln Inetalstlens barring locOtlons where under0rain Is toed Into other drainage structures or as directed by the Erginser• TOP tN tul/,tf .'lip i� i a a EOtd.OF PAVININT ,-... i I ~ t L) 10' t 'TT SNOIIIUEN LINE TOL OF FILL --"' F STRENGTH OF PIPE ._.— TYPE Of PIPE t' 0 Pipei' _ • pipe _— it Crushing Siren. lbs./L ln.f f, o ft crusns�g siren. lbs./l Kf 1. 1411caly Corrugoted _Lack $09M.IE!!I_---- _ 111 il—I L1., _ Csgr� r� asl. DQlD�fD!]!g �Clock oCCStOl�tll. �_— — -- --- — - Olppil�� 1112 is��Q�� E�YiLI atM•eMClioriteN of It ei .��.-Shield M —0d on a or peraelil 0 he ehaJder elope. On Curb and gutter sectlono,whore It Is so - possible to provide outlet toe udordrains. they are 0 Shoot thlCkrees or /de lMCkneso RAW kWh** to be located so as to droln Into drop Inals or &'Cored tubing Glowed In a• aaegfer oney. soMoo0. of It to necessary for the pipe to outfos Into 0 Cut IS10% the 011Ch la to be deepened If and as direct is by the Engineer. On suporolovelod sections. trench Is to be sin• der entire pavement area with pipe on low Side ordy. • Dlomslor Of taml,CwCutar portion to be tr'Atstom moterlal to be .osr. aL.rebxstl to be .0te'. Is be Inatotod seml•clrcL/er portion oown. Note, Share select Material Tye Its ■Is not used. the 12'dlmenslon .la ovay from the bottom of the suatoae materle.where eubta.s motorlol h oleo not used. the dimension will apply from the Vol tom of the pavement. Subbase tlot'L `Sholooro Paved or LApov.O- Select Not' I N Select Nat'l. �" IType for NI SwP. Doraeolto pay.ment- NALf SECTION IIALF SECTION TTPE ISELECI MATERIAL Pavement TYPE tSELECT MATERIAL Sur tote A Dose._ vwiitti.eeew' - Subbse y'•?'.�+r�tri Ven.s s.rDe.. s s rMs tom••• a�' t SN. Wt'L e • t`,'; i°. f.a cell/ in. T SCY 1-7 �No.s or 116.51 Aggr.. ITPICAL SECIION I TYPICAL SECTION IT Pavom.nt Gren•or f.ee.•.� Surtoc♦ s Base .. JU7T77/7Trtkwr.l Lfinetwt cem.nt ✓ Luc ' 1 �' ftabeted Subgroae N0.e or No.S/ AOor• Ke�.w. iMi�' ITPIr AL UCIION M TYPICAt SECIIOII IV ,y -/: orslopo to outside ehotml.r ME VOW Or DRAINING TO OUT$" Of Dl1At IIOADeAT STANDARD COMBINATION UNDERDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION SPLCd ICA I ION REFERENCE 240 501 701 �l CG•98 ' EXPANSION JOINT EXPANSION JOINT i 0i EXISTING OR PROPOSED I o SIDEWALK OR SIDEWALK __ ._.._ a>_ I SPACE a F F I -J — - ---�- w cD iV WIDTH OF ENTRANCE Ix z _ I Z i 3 E E EY yo W U22 UNPAVED SPACE JFLOW CURB INCLUDED IN d12 QENTRANCE GUTTER a, X � ?W �'W6LINT ; WIDTH OF EXPANSION JOINT GUTTER MAIN ROADWAY HALF PLAN L. 6� • • , , • • , J , , ' , • • , SECTION ELEVATION AT GUTTER LINE When used in conjunction with Standard CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the mountable curb configuration. tu W _ 9, y ° = , w O R Y ° o U y m I a O 0 C F.. W W U D V ., W 2y ' 0 s - • o _ » o W m 0 \ t� U � 2 P, SECTION F-F • SECTION E-E SECTION D-D STANDARD ENTRANCE GUTTER SPECIFICATION FOR USE WITH UNPAVED SPACE BETWEEN CURB & -SIDEWALK REFERENCE 502 VIRGINIA DEPARTMENT Of 203.03 TRANSPORTATION INO] REQUEST FOR SUBDIVISION & SITE PLAN COMMEN Frederick -Winchester Health Department ATTN: Herbert L. Sluder, Sanitation Engineer .0. 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: Dave Holliday Construction,Inc. P.O. Box 2715 Winchester.Va 22601.. Agent: G.W. CLIFFOED & ASSOC, P.O. Box 2104 Winchester. ya 2.r Price .. • Name of development and/or decription of the request: Location: Adjacent to Winchester/Frederick County line. 143 feet northeast of areen St. at the end of Butler Avenue and Apple Street Health Department Comments: Health Signature and Date: 9S 2-2-5--70 (NOTICE TO HEALTH DEPT. - PLEASE, RETURN THIS FORM TO AGENT.) NOTICE M 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. 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, Winchester, if you prefer to hand deliver this review form. Awlicant I a name, address and phone number: Dave Holliday Construction,Inc. P.O. Box 2715 Winchester,Va 22601(703)667-2120 Agent: G.W. CLIFFORD & ASSOC, P.O. Box 2104 Name of development and/or decription of the request: Location: Adlacent to Winchester/Frederick County line, 143 feet northeast of green St. at the end of Butler Avenue and Apple Street Parks & Recreation Department Comments: Site Plan dated September 1990 appears to meet all open space and recreational requirements. Parks Signature and Date: 9/24/90 PARKS - PLEASEURETURN THIS FORM TO THE AGENT.) NOTICE M 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. 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. Name of development and/or decription of the request: Location: Adlacent to Winchester/Frederick County line. 143 feet northeast of green St.'at the end of Butler Avenue and AMle Street Inspections Department Comments: 171"1 }''C-gCJe.s — -�O h DJ u �U •Zls,G'Y1 V c f•T C AL l/i r o o -C7t �ac,cv �t/.et e►l.aJ �2 l /7 / ''•--- Inspect. Signature & Date: (NOTICE TO INSPECTIONS - F - ,ENT . ) NOTICE M 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. '' ECEI E � : •�� ~ jUNTY OF FREDERICK, VIRGIN - FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS ^ Control No. 091490446 Date Received 091490 Date Reviewed Applicant Name G. W. Cliffrod & Associates Address P. O. Box 2104 Winchester, VA 22601 Project Name Hampton Chase Phone No. 703-667-2139 Type of Application Site Plan 1st Due Fire Co. 13 Election District Stonewall 102290 Current Zoning RP 1st Due Rescue Co. 13/3 RECOMMENDATIONS Automatic Sprinkler System Residential Sprinkler System X Automatic Fire Alarm System X Other i . Emergency ' Adequate .`.~ X Inadequate Not IdentifiedFire Lanes uired; Yes X No Comments: Fire Lanes are required by each hydrant in accordance with ` Frederick County Chapter 10. Ro /Aisleway Widths; Adequate X Inadequate' Not Identified --- ---' --- Special Hazards Noted; Yes ` No X Comments: zi Hydrant Locations; Adequate Inadequate X Not Identified Siamese Connection Location; Approved Not Approved Not Identified X Additional Comments: One additional hydrant will be necessary at Lot 15 or at Lot 16 to comply with the 300' coverage requirement for single family dwellings. 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: Dave Holliday Construction.Inc. P.O. Box 2715 Name of development and/or decription of the request: Hampton Chase Location: Adjacent to Winchester/Frederick County line. 143 feet northeast of green St. at the end of Butler Avenue and Apple Street CDns. � S � Ce WR.�/ �f /•c OtJt%JPr can. Fc �• •. � City of Winchester C�omment�i: A/ S ret-t f Vt%G Gon �►% ofi♦•1 s� 4.0 �S ✓ e F.,-t Co���r /C S oy !� 6 t eUclvdt PLC. 3Q �% rPf - SCf fin; �ar(S u/re v►o� Sv7��til,f �otfih�'�F '�fFF s tr qKc� Size �t'F«Slluio.,, Mt.Q ♦rt "tom C;0ha k1fi-C-7 . Aft p u'(Wt1K-- AC JW%% b112190 r City Signature and Date: (NOTICE TO CITY- PLEASE ]NOTICE IQ APPLICANT 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. L RECEIVtD 2 1 1990 r !3 tAz l yTD 038 PLI AN RE 7-34 FF'DGRT WINCHESTr'R FIRE DEP 'tTVO.Jr \ 126 NORTH CAMERON STREET 1 WINCHESTER, VA 22601 (703)662-2298 TO: Tim Youmans Planning Director LOCATION Hampton Chase PLAN NUMBER 9391 1 of 18 NEW BUSINESS DATE RECEIVED 10-12-90 ADDITION X DATE OF REPORT -10-12-90 ALTERATION PURPOSE FOR WHICH BUILDING IS TO BE USED Subdivision COPIES: 1 t PLANNING DIRECPQR APPROVING STAMP ' CITY ENGINEER LULK M BUILDING OFFICIAL OF WImu ESTER oONrRAC M CHECKEp OCT OTHERS -.....� FILE X f These plans have/bwm"at been apprw by the Winchester Fire Department with the understtandi ng that the following requirements will be complied with: 1 - Looping of water system looks good. 2 - Recommend moving hydrant in front of Lot 66 (Monitor Street) to grass area in front of Lot 72. 3 - Recommend moving hydrant in front of Lot 77 (Monitor Street) to intersection of Apple Street and Butler Avenue. This would give an approximate distance between hydrants on Monitor Street of 375' and would decrease distance between hydrants on Butler Avenue from approximately 900' to 400' without any additional hydrant cost. L__. r " October 22, 1990 Mr. Wayne Miller, Zoning Administrator Frederick County 9 Court Square, P.O. Box 601 Winchester, VA 22601 Re: Hampton Chase Subdivision ENGINEERS Final Plan ARCHITECTS *17555.112 SCIENTISTS Dear Wayne: 8 I :ice We have reviewed the plans as submitted by Gilbert Clifford and Associates for the above subdivision consisting of 85 townhouses and 29 single-family units. Our comments are as follows: ACCESS ISSUES: 1. It appears that adequate access is available to this project and we do not have any additional comments. DRAINAGE AND STORMWATER MANAGEMENT: 1. The designer appears to have done a good job in developing an intricate stormwater management system. I do not have any problems with the system concept but have a few minor comments. 2. One item I would like to point out for the designer's attention. The outfall pipe for pond #2 requires a 15-inch orifice over the inlet of the 18" outfall pipe. This should be indicated in the structure #12 notation and profile. A detail would also be helpful. 3. The proposed grading for the overflow weir to pond #1 does not show exactly what is planned by the calcs. A High Point of 681.75 is proposed for the crest of the weir. The two 682 contours do not indicate this. A minor change in connecting the contours and two spot elevations can easily correct this. 4. The northeastern entrance to the site will be temporarily inundated during the 100-year event as part of the emergency overflow for pond #3. The future extension of Butler Avenue to Ft. Collier Road will have to address the channelization of this overflow with the connection plans. ■ 11240 ti&pla Mill Road rairfax, Vrginia 22030 703 385.3566 Mefax 703.385.8319 (EGEIVE EROSION AND SEDIMENTATION CONTROL: 1. An appropriate E&S plan is incorporated in the construction drawings as well as a narrative describing the local conditions and maintenance. Based on the above, I can recommend approval with the corrections incorporated in the final submission. Sincer , ENGINEERS NOHU & ASSOCIAT INC. ARCHITECTS I ESCIENTISTS Pau A. Bernard, Project Manager PAB:mb cc: Thomas W. Price Gilbert Clifford & Associates n�@ Rav� �� DEC 1 8 As�o D t October 22, 1990 Mr. Wayne Miller, Zoning Administrator Frederick County 9 Court Square, P.O. Box 601 Winchester, VA 22601 Re: Hampton Chase Subdivision ENGINEERS Final Plan ARCHITECTS #17555.112 SCIENTISTS Dear Wayne: We have reviewed the plans as submitted by Gilbert Clifford and Associates for the above subdivision consisting of 85 townhouses and 29 single-family units. Our comments are as follows: ACCESS ISSUES: 1. It appears that adequate access is available to this project and we do not have any additional comments. DRAINAGE AND STORMWATER MANAGEMENT: 1. The designer appears to have done a good job in developing an intricate stormwater management system. I do not have any problems with the system concept but have a few minor comments. 2. One item I would like to point out for the designer's attention. The outfall pipe for pond #2 requires a 15-inch orifice over the inlet of the 18" outfall pipe. This should be indicated in the structure #12 notation and profile. A detail would also be helpful. 3. The proposed grading for the overflow weir to pond #1 does not show exactly what is planned by the calcs. A High Point of 681.75 is proposed for the crest of the weir. The two 682 contours do not indicate this. A minor change in connecting the contours and two spot elevations can easily correct this. 4. The northeastern entrance to the site will be temporarily inundated during the 100-year event as part of the emergency overflow for pond #3. The future extension of Butler Avenue to Ft. Collier Road will have to address the channelization of this overflow with the connection plans. ■ 11240 Waples Mill Road Fairfar, Virginia 22030 703.385.3566 Telefax 703.385.8319 R EROSION AND SEDIMENTATION CONTROL: 1. An appropriate E&S plan is incorporated in the construction drawings as well as a narrative describing the local conditions and maintenance. Based on the above, I can recommend approval with the corrections incorporated in the final submission. Sincer , ENGINEERS NOHU & ASSOCIATE INC. ARCHITECTS SCIENTISTS Paul A. Bernard, P. . Project Manager PAB:mb cc: Thomas W. Price Gilbert Clifford & Associates 11240 Waples Mill Road ENGINEERS Suite 100 ARCHITECTS Fairfax, Virginia 22030 SCIENTISTS 703.385.3566 Wayne Miller Frederick County Planning Department 9 Court Square, P.O. Box 601 Winchester, VA 22601 Your Authorization: Signed Agreement Hampton Chase Subdivision Final Plan Date: Please Reference: Project No. Invoice No. Client No. Oct.29, 1990 17555.112 9008617 07534 Principal .5 hrs @48.00 24.00 Projcet Manager 3.0 hrs @33.25 99.75 Senior Engineer 5.0 hrs @33.25 166.25 Engineer 11.0 hrs @19.90 218.90 Admin Assist 1.0 hrs @ 14.50 14.50 Total Direct 523.40 Total Indirect 785.10 TOTAL DUE THIS INVOICE $1308.50 8K798PUG 0934 1 DEED OF DEDICATION and DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS of HAMPTON CHASE SECTION II (Phases I and II) THIS DEED OF DEDICATION, made and dated this day of June, 1993, by and between DAVE HOLLIDAY CONSTRUCTION, INC., a Virginia corporation, party of the first part, and FREDERICK COUNTY, VIRGINIA, party of the second part. WHEREAS, the party of the first part is the owner in fee simple of the real estate shown on the attached Final Plats drawn by P. Duane Brown, C.L.S., dated June 3, 1991 and June 4, 1991, revised May 28, 1992 and February 17, 1993, known as Hampton Chase, Section II, Phases I and II, which is a portion of the real estate conveyed to the owner by deed dated December 15, 1990 from Hampton Construction, Inc., which is of record in the Office of the Clerk of the Circuit Court of Frederick County, Virginia, in Deed Book 754 at page 797; and by deed dated January 29, 1992 from The Salvation Army, which is of record in said clerk's office in Deed Book 773 at page 1316; and. WHEREAS, the real estate shown on the attached plats has been subdivided into lots, which plats show the metes and bounds of the subdivided land together with the dimensions of each lot, and those certain easements reserved for drainage, public access, pedestrian access, utilities, maintenance, water, and sanitary sewer facilities for the lots, and certain surrounding lands to be used as open space, all of which shall constitute a portion of that development known as Hampton Chase, Section II, Phases I and II and which common areas shall be owned and/or maintained by the Hampton Chase Homeowners Association upon the terms and conditions herein set forth. NOW, THEREFORE, THIS DEED OF DEDICATION, WITNESSETH: That for and in consideration of the premises and the benefits which will accrue by reason of this dedication. the party of the first part does hereby subdivide, grant and dedicate in fee simple that certain tract or parcel of land designated as Hampton Chase, Section II. Phases I and II, situate in Stonewall Magisterial District, Frederick County, Virginia, more particularly described by the plats of P. Duane Brown, C.L.S., dated June 3, 1991 and June 4, 1991, as revised, attached hereto and made a part of this instrument. The party of the first part does further dedicate all of the streets in Section II. Phases I and II to Frederick County, Virginia, for public use, which streets are more particularly described by the final plats of the subdivision. A R T I C L E I DEFINITIONS Section 1. "Association" shall mean and refer to Hampton Chase Homeowner's Association, a nonstock Virginia corporation, its successors and assigns. Section 2. "Properties" shall mean and refer to the real property described in the Hampton Chase Final Development Master 6K798PG0935 2 Plan and such additions thereto as may hereafter be brought within the jurisdiction of the corporation. Section 3. "Lot" shall mean and refer to any of the lots designated upon the plat of Hampton Chase, with the exception of the open space(s). Section 4. "Member" shall mean and refer to every person or entity who holds membership in the association. Section 5. "Owner" shall mean and refer to the record owner, whether one or more person or entities, of a fee simple title to any lot which is a part of the properties, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. Section 6. "Declarant" shall mean and refer to Dave Holliday Construction, Inc., its successors and assigns. A R T I C L E II MEMBERSHIP Every person or entity who is a record owner of a fee or undivided fee interest in any lot which is subject by covenants of record to assessments by the association, including contract sellers, shall be a member of the association. (The foregoing is not intended to include persons or entities who hold an interest merely as security for the performance of an obligation.) Membership shall be appurtenant to and may not be separated from ownership of any lot which is subject to assessment by the association. Ownership of such lot shall be the sole qualification for membership. A R T I C L E III VOTING RIGHTS Each member of the association shall have one vote for each lot owned in which the member shall hold the interest required for membership in Article II. When more than one person holds such interest in any lot, all such persons shall be members. The vote for such lot shall be exercised as they among themselves determine, but in no event shall more than one vote be -cast with respect to any lot. BOARD OF DIRECTORS The affairs of the association shall be managed by a board of not less than three, but no more than nine directors, who must be members of the association. The initial board of directors shall be appointed by the party of the first part herein, and serve until the first annual meeting following conveyance of the first lot in the properties; thereafter, the board of directors shall be elected by the membership as determined in the bylaws of the association. A R T I C L E IV PROPERTY RIGHTS IN COMMON PROPERTIES Section 1. Member's Easements of Enjoyment: Every member shall have a right and easement of enjoyment in and to the open space(s), specifically including but not limited to the rights of ingress and egress across the aforesaid open space(s) and such easement shall be appurtenant to and shall pass with the title to every assessed lot, subject to the following provisions: BK798PC0936 3 (a) The rights of the association, in accordance with its articles and bylaws, to borrow money for the purpose of improving the open space(s) and in aid thereof to mortgage the property. The rights of such mortgagee in the properties shall be subordinate to the rights of the homeowners hereunder. (b) The rights of the association to suspend the voting rights and the right to use the open space(s) by a member for any period during which any assessment against his lot remains unpaid; and for a period not to exceed thirty days for any infraction of its published rules and regulations. (c) The rights of the association to dedicate or transfer all or part of the open space(s) to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the members. No such dedication or transfer shall be effective unless an instrument signed by members entitled to cast two-thirds of the votes has been recorded agreeing to such dedication or transfer, and unless written notice of the proposed action is sent to every member not less than twenty-five days nor more than fifty days in advance. Section 2. Delegation of Use: Any member may delegate, in accordance with the bylaws, his right of enjoyment to the open space(s) to the members of his family, his tenants, or contract purchasers who reside on the property. Section 3. Title to the Open Space(s): The Declarant hereby covenants for its heirs and assigns, that it will convey fee simple title to the open space(s) to the association, prior to the conveyance of the first lot. A R T I C L E V COVENANTS FOR MAINTENANCE ASSESSMENTS FOR THE ASSOCIATION Section 1. Assessments: The Declarant, for each improved lot owned within the properties, hereby covenants, and each owner of any lot by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, is deemed to covenant and agree to pay to the association (1) annual assessments or charges, and (2) special assessments for capital improvements, such assessments to be fixed, established, and collected from time to time as hereinafter provided. The annual assessments and special assessments, together with such interest thereon and costs of collection thereof, as hereinafter provided, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with such interest, costs and reasonable attorney's fee, shall also be the personal obligation of the person who was the owner of such property at the time when the assessment fee was due. The personal obligation shall not pass to his successors in title unless expressly assumed by them. Section 2. Purpose of Assessments: The assessments levied by the association shall be used exclusively for the purpose of promoting the recreation, health, safety and welfare of the residents in the properties and, in particular, for the improvement and maintenance of the properties, payment of real estate taxes, repairs, snow removal, and service and facilities devoted to this purpose and related to the use of and enjoyment of the open space(s). BK79OPC0937 4 Section 3. Basis and Maximum of Annual Assessments:' Until January 1 of the year immediately following the conveyance of the first lot to an owner, the maximum annual assessment shall be $40.00 per year per lot; (a) From and after January 1 of the year immediately following the conveyance of the first lot to an owner, the maximum annual assessment per lot may be increased above that set forth hereinabove by a vote of the members for the next succeeding year and at the end of each year's period, for each succeeding period of one year, provided that any such change shall have the assent of two-thirds'of the votes of members who are voting in person or by proxy, at a meeting duly called for this purpose, written notice of which shall be sent to all members not less than thirty days nor more than sixty days in advance of the meeting, setting forth the purpose of the meeting. The limitations hereof shall not apply to any change in the maximum and basis of the assessments undertaken as an incident to a merger or consolidation in which the association is authorized to participate under its articles of incorporation. (b) After consideration of current maintenance costs and future needs of the association, the board of directors may fix the annual assessments at an amount not in excess of the maximum. Section 4. Special Assessments for Capital Improvements: In addition to the annual assessments authorized above, the association may levy in any assessment year a special assessment applicable to that year only, for the purpose of defraying, in whole or in part, the cost of any construction or reconstruction, unexpected repair or replacement of a described capital improvement upon the open space(s), including the necessary fixtures and personal property related thereto, provided that any such assessment shall have the assent of two-thirds of the votes of members who are voting in person or by proxy at a meeting duly called for this purpose, written notice of which shall be sent to all members not less than thirty days nor more than sixty days in advance of the meeting, setting forth the purpose of the meeting. Section 5. Uniform Rate of Assessment: Both annual and special assessments must be fixed at a uniform rate for all Lots, and may be collected on a monthly basis. Section 6. Ouorum for any Action Authority Under Sections 3 and 4: At the first meeting called, as provided in Section 3 and 4, the presence at the meeting of members or of proxies entitled to cast 67% of all votes shall constitute a quorum. If the required quorum is not forthcoming at any meeting, another meeting may be called, subject to the notice requirement set forth in Sections 3 and 4 and the required quorum at any such subsequent meeting shall be one-half of the required quorum at the preceding meeting. No such subsequent meeting shall be held more than sixty days following the prior meeting. Section 7. Date of Commencement of Annual Assessments: Due Date: The annual assessments shall begin as to all lots on the first day of the month following the conveyance of the open space(s). The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. The board of directors shall fix the amount of the annual assessment against each lot at least thirty days in advance of each annual assessment period. Written notice of the annual assessment shall be sent to every owner subject thereto. The due dates shall be established by the board of directors. The association shall, upon demand at any time, furnish a certificate in writing signed by an officer of the association, setting forth ea798FG0038 61 whether the assessments on a specified lot have been paid.' A reasonable charge may be made by the board for the issuance of these certificates. Such certificates shall be conclusive evidence of payment of any assessment therein stated to have been paid. Section 8. Effect of Non -Payment of Assessments: Remedies of the Association: Any assessments which are not paid when due shall be delinquent. If the assessments are not paid within thirty days after the due date, the assessment shall bear interest from the date of delinquency at the rate of 12% per annum, and the association may bring' an action at law against the owner personally obligated to pay the same, or foreclose the lien against the property. Interest, costs and reasonable attorney's fees on any such action shall be added to the amount of such assessment. No owner may waive or otherwise escape liability for the assessments provided for herein by non-use of the open space(s) or abandonment of his lot. Section 9. Subordination of the Lien to Mortgages: The lien of the assessments provided for herein shall be subordinated to the lien of any mortgage or mortgages now or hereafter encumbering any lot. Sale or transfer of any lot shall not affect the assessment lien. However, the sale or transfer of any lot which is subject to any mortgage, pursuant to a decree of foreclosure thereof, shall extinguish the lien of such assessments as to payments thereof which become due prior to such sale or transfer. No sale or transfers shall relieve such lot from liability for any assessments thereafter becoming due from the lien thereof. Section 10. Exempt Property: The following property subject to this Declaration shall be exempt from the assessments created herein: (a) the open space(s); (b) all properties dedicated to and accepted by a local public authority; and (c) all properties owned by a charitable or nonprofit organization exempt from taxation by the laws of the State of Virginia. However, no residence occupied as a dwelling shall be exempt from these assessments. Section 11. Failure to Maintain Open Space(s): In the event that the association, or its successors, shall fail to maintain the open space(s) in reasonable order and condition, the County of Frederick may take such action as authorized by the Frederick County Zoning Ordinance. The Frederick County Zoning Ordinance is by this reference made a part hereof as if set out in full. A R T I C L E VI RESTRICTIONS AND COVENANTS All of the lots shown on the plats attached hereto shall be subject to the following restrictions and covenants which are covenants running with the land, and shall be binding upon all parties having any right, title and interest in and to the aforesaid lots or any part thereof, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof. 1. The lots shall be used exclusively for residential purposes. No business or occupation of any kind other than a "home occupation" shall be carried on or permitted upon these lots. A "home occupation" is defined to be an occupation carried on by the occupant of a dwelling as a secondary use in connection with which there is no display, and no one is employed other than members of the family residing on the premises. No building shall be erected, altered, placed or permitted to remain on any BK798PGO939 6 lot other than one single-family detached dwelling, garage and other approved structures for use solely by the occupants. Except for those related to real estate sales and construction, no sign, advertisement or message other than for identification purposes only shall be displayed or published which offers or implies commercial or professional services, or which may constitute any other kind of business solicitation in or from any residence or residential property. No buildings, structures, or signs of any type may be placed or erected on any portion of the open space easements as shown on the attached plats. Notwithstanding the foregoing, Dave Holliday Construction, Inc. or its successors in interest may, for a period not to exceed two years from the date of this instrument, erect, maintain and ' operate real estate sales and construction offices, model homes, displays, signs and special lighting on any part of the property and on or in any building or structure now or hereafter erected thereon while owned by Dave Holliday Construction, Inc. or its successors in interest. 2. No clothing, laundry, or wash shall be aired or dried at any time on the open space easements, as set forth below, nor on any portion of the lots in any area other than in the rear yard of the lots. 3. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done or placed thereon which may become an annoyance or nuisance to the neighborhood. Owners shall at all times maintain their property and all appurtenance thereto in good repair and in a state of neat appearance. All lawn areas shall be kept mowed and shall not be permitted to grow beyond a reasonable height. 4. No sign of any kind that is illuminated and/or larger than two square feet shall be displayed to the public view on any lot, except temporary real estate signs not more than four square feet in area advertising the property for sale or rent, and except as provided elsewhere herein. 5. No animals shall be kept or maintained on any lot except common household pets such as dogs and cats, provided that they are not kept, bred or maintained for commercial purposes and do not create a nuisance or annoyance to surrounding lots nor the neighborhood and are in strict compliance with applicable Frederick County ordinances. 6. Trash and garbage containers shall not be permitted to remain in public view except on days --of trash collection. No accumulation or storage of litter, new or used building materials, or trash of any kind shall be permitted on any lot. 7. The exteriors of all structures, including walls, doors, windows and roofs, shall be kept in good maintenance and repair. No structure shall be permitted to stand with its exterior in an unfinished condition for longer than six months after the commencements of construction. In the event of fire, windstorm or other damage, the exterior of no structure shall be permitted to remain in a damaged condition for longer than three months. 8. No lot shall at any time be subdivided, conveyed, leased, nor sold except as a whole, unless such subdivision, conveyance, lease or sale involves multiple lots so that each of the portions into which the lots are divided for the purpose of subdivision, conveyance, lease or sale results in the lots being created for the purpose of such subdivision, conveyance, lease or sale, as well as each of the lots remaining after such subdivision, conveyance, lease or sale, being of a size larger 8K790FG00It0 7 than the lots as shown on the plats which is recorded with this instrument. Dave Holliday Construction,' Inc., however, for itself and its successors in interest, reserves the right to resubdivide any of the lots shown on the attached plats and to alter, amend and change any lot lines or subdivision plan so long as it owns any of the lots; except that no provision for open space easements may be amended without the approval of Frederick County. 10. No fence, hedge or other visual barrier shall be erected or planted in the front yard of any lot shown on the attached plats, and no tree, hedge,,or shrub planting shall be maintained anywhere on any lot in such a manner as to obstruct sight lines for vehicular traffic. Fencing of back yards may include side yards to a limit of one-half the depth of each dwelling only, but may not enclose any parts of the open space easements, as set forth below. Any fence or wall built on any lot shall be maintained in a proper manner so as not to detract from the value and desirability of surrounding property. 11. No junk vehicles, recreational vehicles, house trailers, or commercial industrial vehicles, such as (but not limited to) moving vans, trucks, tractors, trailers, vans, wreckers, hearses, buses, boats, boating equipment, travel trailers, or camping equipment shall be regularly or habitually parked on any public streets within Hampton Chase Sections I and II, or otherwise parked within the boundaries of the subdivision. No vehicle may be parked for a period greater than sixty days on any lot or on any platted street as shown on the attached plats unless such vehicle bears a currently valid Virginia vehicle inspection windshield sticker. No vehicles or other equipment mentioned above may be parked or placed on the open space easements, as set forth below, at any time. Notwithstanding the foregoing, Dave Holliday Construction, Inc. or its successors in interest may, for a period not to exceed two years from the date of this instrument, erect, maintain and operate real estate sales and construction offices, model homes, displays, signs and special lighting on any part of the property and on or in any building or structure now or hereafter erected thereon while owned by Dave Holliday Construction, Inc. or its successors in interest. 12. No exterior antennas or satellite dishes shall be erected or placed on any lot or attached to any dwelling. 13. The provisions of Paragraphs 4, 7, and 10 shall not apply to the construction or development of improvements on any lot by Dave Holliday Construction, Inc. or its successors in interest, commencing within two years from the date of submissio of the lot to these restrictive covenants. 14. Any lease or rental agreement must be for a period of at least thirty days and must be subject to the rules and regulations set forth in these restrictive covenants. 15. All lots are required to observe building restriction lines, industrial setbacks, and buffers, as indicated on the plats and/or the legends of the plats attached hereto, in addition to those applicable requirements of applicable Frederic County ordinances. 16. Dave Holliday Construction, Inc. reserves the right fo itself and its successors in interest to waive any one or all of the restrictive covenants, conditions, reservations, and restrictions as to the sale or transfer of any future lot or lot except that it cannot change the development from residential to BKT98f'G09'1I 8 commercial. This waiver shall not affect the binding effect of the covenants, restrictions, and conditions upon any other lots. Dave Holliday Construction, Inc. does further reserve the right for itself and its successors in interest to impose additional restrictive covenants, conditions, reservation, and restrictions as to the sale and transfer of any future lot or lots and such imposition shall not affect the binding effect of these provisions upon any other lots. 17. Any owner shall have the right to enforce, by a proceeding at law or in equity, all restrictions, covenants, and conditions now or hereafter imposed'by the provisions of this deed. Failure by any owner to enforce any right, restriction, provision, condition, or covenant granted by this deed and declaration shall not constitute a waiver of the right of such homeowner to enforce such right, restriction, provision, condition, or covenant in the future. 18. Invalidation of anv one of these covenants or restrictions by judgment or court order shall in no way affect any other provisions, which shall remain in full force and effect. A R T I C L E VII OTHER MATTERS 1. The property dedicated hereby is subject to those certain easements or rights of way designated "Sanitary Sewer Easement" and "Water Easement" (or some abbreviation of those designations) on the aforesaid attached plats. Dave Holliday Construction, Inc. does hereby grant and convey unto the Frederick County Sanitation Authority a perpetual right of way or easement over the aforesaid rights of way for the installation and maintenance of water and sewer lines and any related facility designated on the aforesaid plats as said easements. 2. The property dedicated hereby is subject to those certain easements designated "10' maintenance easement" on the aforesaid attached plats, which are for the benefit of those lots adjacent to the easements and which are to be used for maintenance of improvements on said adjoining lots. 3. The property dedicated hereby is subject to those certain easements designated "10' pedestrian access easement" and to 10' slope and drainage easement along all rights -of -way, all as shown on the aforesaid attached plats. 4. The property dedicated hereby is subject to those certain easements or rights of way designated "Drainage Easement" on the aforesaid attached plats, for the purpose of surface water drainage easement. No structures of any kind which substantially impede or obstruct the flow or ponding of surface drainage water may be placed within the surface water drainage easements designated on the aforesaid attached plats. Said surface water drainage easements may not be altered or modified without the prior consent of the County of Frederick, and Dave Holliday Construction, Inc. does hereby grant and convey unto the County of Frederick a perpetual right of way or easement over the aforesaid designated surface drainage easements for the purpose of so providing surface drainage. Dave Holliday Construction, Inc. does further agree that the County of Frederick shall be under no obligation to maintain the surface drainage easements. No owner of any lot shall interfere with the natural drainage of surface water from such lot to the detriment of any other property shown on the plats. 01 5. Dave Holliday Construction, Inc. reserves unto itself, its successors or assigns, the right to erect, maintain, operate and replace underground and above ground telephone and electric light conduits, related equipment, and other facilities, sewer, gas, water, and television lines and related equipment, and other utility equipment where such utility lines and equipment are now located and along a strip 10 feet along the front and rear boundary lines of each lot and along those areas intended for public access on the attached plats and over the open space easements as needed. In addition, there shall be service easements for each lot for all public utilities upon any of the lots shown which shall exist at the location of such utilities at the date each lot is conveyed. or shall be located as such utilities are actually extended to the individual lot after the call for connection by the lot owner. 6. The covenants and restrictions of this deed shall run with and bind the land, and shall inure to the benefit of and be enforceable by the owner of any lot subject to this deed and declaration, his legal representatives, heirs, successors and assigns, for a term of ten years from the date this deed and declaration is recorded, after which time the covenants shall be automatically extended for successive periods of ten years. The covenants and restriction so this deed and declaration may be amended in whole or in part, provided that any such amendment during the first ten-year period shall have the assent of not less than seventy-five percent of the lot owners, and thereafter any amendment shall have the assent of no less than sixty percent of the lot owners. Any amendment must be property executed and acknowledged by the lot owners and recorded among the land records of Frederick County, Virginia. 7. The platting and dedication of the herein described land is made in accordance with the statutes made and provided in such cases, and is with the free consent and in accordance with the desire of Dave Holliday Construction, Inc., sole owner of the land embraced within the bounds of the subdivision, as evidenced by the signature of its president: (SEAL) STATE OF VIRGINIA CITY OF WINCHESTER, to -wit: Acknowledged before me this .L day of 1.,;"7 1993, by David B. Holliday, who is President of DAVE HOLLIDAY CONSTRUCTION, INC., a Virginia corporati—on, on behalf of the corporation. ) , / NOTARY PUBLIZ FOR THE STATE OF VIRGINIA My commission expires: //'!�'IQ l / � 1 I.T r eK7���►c���43 Wafer)" /..� �nTa 1 I • 7°y 0' .� J T`X QT i/ v �W !yo � / •�' , ; ..F\ PROJEAREA f 'r +i as h,e,� I + .. i t .UaYV ji 19 VICINITY 1' er�� P� •� l.�. lINTER 8 i SCALE:1 -20W' a ` • 1.�3 � FINAL PLAT HAMPTON CHASE Section 2 Phase I STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA AP R BY FRED. CO. SANITATION AUTHORITY DATE f PLANNING COMMISSION - DATE SUBDIVISION ADMINISTRATO _ DATE -le —� VA. DEPT. OF TRANSPORTATION DAB z 6cg 93 OWNER'S CERTIFICATE The above and foregoing subdivision of the land of Dave Holliday Construction, Inc., as appears in the accompanying plat, is with the consent an in accordance with the desires of the undersigned owner prietors, and trustees, if any. All property owners in Hampton Chase are regyired to belong to the Hampton Chase Home Owners Association. The Association Is the oYvner of all areas shown as Open Space on the attached plat ano is responsible for the maintenance of those areas. All property owners must pay an annual assessment to pay for this maintenance. This fee and all other rules of the Association are set forth in the: Restrictions and Covenants attached hereto. A copy of the Final Master Development Plan for Hampton Chase 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 Dave Holliday Construction, Inc. by deed dated December 15, 1990, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 754 at page 797. P. Duane Brown, C.L.S. P. DUANE DATE: JUNE 3, 1991 COVER SHEET BROWN �! 0 >41 0 NO 21 gilbert w. clifford & associates, inc. Sheet Hneaws - Land Plaan+n Suns'on .of :00xa•bi"tUNp wum,v.aeo�2sj lr.e.cauaors. vapor ttsonoa) sw-i 4 Revised May 28, 1992 Revised February 17, 1993 8K7Juft�0�14t� See Sheet 5 for Curve Table and Area Summary. RE DE�ELOP�NT FU•N N 42Dp616N E�5.43' k co w N 00 25 001 00, 25 o DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback = 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback - 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. � � hLTH V pia �f P, DUANB O DROWN 7G N7. 1285 F� LAND 6J HAMPTON CHASE -- Sec. 2 - Phase I DATE: ,JUNE 3, 1991 SCALE: 1" = 50' gilbert w. cliff ord & associates, inc. Engineers - Land Planners Surveyors ISO< OM e'N — Dnvv Fr*"n"xbwg, VO'amm 22101 (705)6D6-2115 200 Now Gmer.. Mw Win Im—' V1 g=& 22601 (705)667-2150 Sheet of 5 Revised May 28, 1992 BK708FG0045 (see sheer 4 o1 S) See Sheet 5 for Curve Table and Area Summary. 10. !0 p)I L 07-2.3 r / 1 p p. 20,SAN 01 of .000 ? OQ 1 ?o �oT 29 EXISTING 56' ORAIW � / ���� �O •.' .0 '�s�� I EAseuENr tR/wt J �C �c LIS - e i 05 �y� �ti 2 ,; . OPEN SPACE (3 Z 1.8421 Acres I 2 �(P -N �� / — — --- ---- -- — --- - m N O II J 1 1p"PEkWA )WACCEySS ESM—T,, L u i .S EX. SAN. SEWER ESM'T� ^ COuNrY OF FREDERICK CITY Of MYCHEST£R rN 47751 14" W 462.18' 28 (EX. BATTLE AVE 32 II 30 I 56' R/W "SMITHFIEL1) W DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback - 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback - 25' All Lots are subject to a 10' Slope & Drainage o���ALTN O yr. P. DUANE BROWN NO. 1285 � J ,c�FO L.A N D Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. r HAMPT ON CHASE Sec. 2 - Phase I DATE: JUNE 3, 1991 SCALE: 1" = 50' gilbert w. cliff ord & associates, inc, Ingineaa - Land Planners Surveyors 150{ OW. OrM w ch Dnv. rnd4nCX06LLr{, VLrjU" 27{01 (70)) 696-I115 700 nuts C—rK str..t Wmch..4r. Vag"* 22601 (703) 667-2 159 Sheet 0 5 8 x 7 9 8 F G 0 9 4 6 I See Shoot 5 for Curve Table and Area Summary. IS— Sheet 5 of 5% L 0 T 2,9 SEWER EAS M T\r 7' LOT 28 10, 7,000 SF J LI) z < Lq S. 6'10'54" E C.) 106.87 10 V) rLOT 27 U') 7,000 SF I\ 28' 46-10-54" 0T& i7 0. U� LOT 26 vi 7,000 SF 10' MAINTENANCE CQ EASEMENT 46*10'54' E: V) 106.87' UJ LOT 25 w C3 7.000 SFNI — — 10, -46*io L54 E' 106 * 87' 20'WATER EASEMENT (V I LOT 24 7,000 SF- 10, '0 0) 5, 103. 4-1 LOT 23 k 7, 000 SF 02 Q) ql 10, < Q 0 DENOTES IRON (OD TO BE SET ON LOT LINES @ THE BUtLD114G 9 w SETBACK LINE. (i.e. 25' from road Right -of -Way) fie Sheer ,3 o1s) 9 All Lots are Single Family Detached - Zero Lot Line. All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a to' Min. Front Setback = 25' Utility Easement along the rear Property Line. Min. Rear Setback = 25' EXISTING 36- DRAINAGE ESM'T (RAW) HAMPTON CHASE Sec. 2 - Phase I V. DUANE DATE: JUNE 3, 1991 SCALE: 1" = 50' 0100 OWN NO. 1285 gilbort w. cfifford*!& associates, inc. Sheet 4 4� Engineers - Land Planners .1 Surveyors of LAND 5 150-C 011" Qr.. Cu DnVq 200 N"M C...r" $wW 5 J1x~"*0Ur&vLrgnzzA0i (703)696-2I15 Wwchwr, Vwg=. 22601 (703) 667-2 139 8K798FC0947 EX. BUTLER AVE. EX OPEN SPACE Section 1 S 46'10 54 " E 25.00' 25.0( - — 180.00, 106.87' 2` rn W r, LOT 29 \. of 000 SF I In EXISTING 56' DRAINAGE EASEMENT (R/W) O O I� 3 N1 N I �. r. I� i. j h I a — I -�- N 171 /`' 0' BAN. SEWER EAJEf E�JI L6 ' rn a 2 Q I W f+ �' 10' MAINTENANCE EASEMENT t, rn Q u O rn I I� Q rn �t r�Lor 28 � � / . SAN. SEWER EASEM T 2 DRAINAGE ESM'T- ,\I N IOC CIO `t (See Sheet 4 of 5) CIIavC real c NO RADIUS ARC TAN. CHORD CKBEARING ° 1' 71.7 ' N 7° 8' 6"E 0' 220. 0' 3 .15' 1 .67' 306.55' N87°58'56"E 9 35. 4. ' . 0' 49.50' N87°08'46"E 1 1 7 .01' 61° 1 4 5 .1 59.01, 7° a ° ° 4 .1 59.01' 7 °47' 0" • 59.01, ° 7'30, 10 • 7 ° AREA SUMMARY Area in Lots 2.2497 Acres Area in R/W 0.9637 Acres Area in Open Space 1.8481 Acres Total Area Subdivided 5.0615 Acres Total No. of Lots 14 Average Lot Size 7,000 Sq. Ft. o DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback = 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback = 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. eel;_?.LT1i- of�� P. ,DUANE �. NO. 1285 CFO LAND SJ�' HAMPTON CHASE -- Sec. 2 - Phase I 1i DATE: JUNE 3, 1991 1 SCALE: 1" = 50' 1 gilbert w. clifford & associates, inc. Engineers - Land Planners Surveyors 150-C 014. Gr..aw ca Dnv. Fr. rwxSb"`, vI 1—& 22101 (701) 696-2 115 200 aorta Gmuon W-L W_n.'.r. vvyiala 22601 (703) 667-2139 Sheet 0 5 Revised May 28, 1992 8K79Ur' 1'i;OJI8 /P ✓ �) Parts �� • �.�•, ),`.. j i4 ins OJECT A$EA..c Clay � 0 —N— i. .� i �' i)C r •�) �� 0 r v sr r � .:�J r i � J i /J R� a► � 'VICINITY MAP;�•�' INTER��N�*aatll p SCALE:1'=2000' o U ! FINAL PLAT HAMPTON CHASE Section 2 Phase II STONEWAL: MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA APPROVED BY FRED. CO. SANITATION AUTHORITY — —----- DATE�-�.� PLANNING COMMISSION —2`1 - — _._ — DATE G -Z� SUBDIVISION ADMINISTRATOR VA. DEPT. OF TRANSPORTATION OWNER'S CERTIFICATE The above and foregoing subdivision of the land of Dave Holliday Construction, Inc., as appears in the accompanying plat, is with the consent and in accordance with the desires of the undersigned owners, p pr• tors, and trustees, if any. All property owners in Hampton Chase are required to belong to the Hampton Chase Home Owners Association. The Association is the owner of all areas shown as Open Space on the attached plat and is responsible for the maintenance of those areas. All property owners must pay an annual assessment to pay for this maintenance. This fee and all other rules of the Association are set forth in the Restrictions and Covenants attached hereto. A copy of the Final Master Development Plan for Hampton Chase is on file at the Frederick County Department of Planning and Development. SURVEYOR'S CERTIFICATE hereby certify that the land contained in this subdivision is a portion of the land conveyed to Dave Holliday Construction, Inc. by deed dated December 15, 1990, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 754 at page 797. P. Duane Brown, C.L.S. o� P. DUANE �' DATE: JUNE 4, 1991 COVER SHEET BROWN .. NQ, 128gilbert w. cliffor & associates, Inc. Sheet f�0 Engineers • Land Planner of LAND `� U&C ow Surveyor 0.—.6 D-. We H.n C— se.r 5 MWak►bury. Vhand. 23401 (703) afa-311J W—h.m, Vbgi 77601 (7d) {67'21]Y Revised May 28, 1992 Revised February 17, 1993 OK798FG0949 r.IIRVF TARI F N RADIUS ARC TAN. CKBEARING 1 200 1' 1" 230. 0' 113.80' 58.09, 112.65' NS-19-17-E 46'03'16' 25.00' 20.10' 10.63' 19.56, S65°10'24W 3 90°00' 0' 205.00' 322.01 205.00' 289.91' N87°08'46"E 4 7 '3 " 180.00. 238,53' 140.45' 221,46' N80°06'35"E ° .4 7°47' "W 6 14° 0' 58.56' .43' 58.39, N67°37'34"W 7 1 8.55' .43' 58.39' N73°02'28"W ° .43' 7 "W 9 5' 3 .0 ' 13. 6. 5' 13.28' N49°30'31 "W 10 14° 4' 18 .00, 44.21' 2. 2' 44.10' S54'53'25"E 1 .9 49. 1'14" P. DUANE BROWN NO. 1285 CFO LA N D `'JP AREA SUMMARY Area in Lots 2.4105 Acres Area in R/W 1.1210 Acres Area in Open Space 1,7288 Acres Total Area Subdivided 5.2603 Acres Total No. of Lots 15 Average Lot Size 7,000 Sq. Ft. HAMPTON CHASE -- Sec. 2 - Phase II DATE: JUNE 4, 1991 CURVE TABLE gilbert w. clifford & associates, inc. Hnpineers - Land Planners Surveyors 150{ Old. Gf..A1IlCA Anti fr.d.tNY.DVr`, Vv�1Wa 27101 (703) 696-21 IS 200 Nona Gm.rm str— ww,t..ar. Vvgµ a 22601 (703) 667-2139 Sheet of 5 Revised May 28, 1992• SK7081;GOg5p 1 g3 84' S 53'39'02" E f SeGd5� 22,. E BPPGti lQ`,�p, � S 5g 27 - t 'C.CK' i 2 ��022a I,o�� O C �rxvil 1 p O OI0 —1 O — pm Qn 9) O 9 f J n r ���•9` 0P / 000 \ r _ S r lb S '� �•. 00' SF INDUSTRIAL/ Nr9o— / SETBACK EX. OPEN SPACE - Section 1 ( PHASE 11) of / 58 (i) DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) �J //0; PEDESTRIAN ACCESS ESM'T OPEN SPACE 1.7288 Acres r /7) 6 p v'o�`O Pcr, � i 28.00' 28.00' N 47 1 '14" W EX. BU LER A 56' R/W 807.00' COUNTY OF FREDERICK 863.00 �OF N1NCHESTER 52 54 56 "SMITHFIELD FARMS A001TIUN" Min. Front Setback s 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback - 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. 0,57 TN 0 p�f o� P. DUANE BROWN NO. 1285 1AND S,J HAMPTON CHASE -- Sec. 2 - Phase II ti DATE: JUNE 4, 1991 1 SCALE: 1" = 50' 1 gilbert w. cliitord & associates, inc. Enginws • Land Plann9rs Surv.yors 1C v 50oW. 0r.wua V"- lrw.r UMM Wont- 37401 (703) 096-1115 100 H.N1 rAID.r.n str.a wln"40t.r, wtu" 37a01 (70)) 007-7139 Sheet 3 of 5 Revised May 28, 1992 BKr08t'�Go051 1 83 84, S 53-39'02 on '� E PGE f 5e�Ps�41 S 58 27 22 E opE a to reAcK Ln u r II 5 3 0 �N��NN `n G O? I o I� O P (. tJ G O --A fT1 N q O �'-- 'i0, g �`�\ �P� 7 mess Ski IL E a / �s.�\� P 1�0/ 8 t AK i 9 1 ' DOD SETBACK 0 EX. OPEN SPACE - Section 1 ( PHASE 11) I 28.00' 28.00' N 47 t't4" W EX. B- LER AVM 58 55' R/W Zd PEDESTRIAN ACCESS ESMT j OPEN SPACE\\ �_ 1.7288 Acres _807.00' COUNTY OF FREDERICK 863.00' CITY OF NINCHESTER 52 --54 55 "smI THFIELO FARMS ADDITION" o DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback - 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback - 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. Q P. DUANE ��' BROWN} o NO. 1285 04 LAND S HAMPTON CHASE -- Sec. 2 - Phase II 11 DATE: JUNE 4, 1991 1 SCALE: 1" = 50' 1 gilbert w. cliff ord & associates, inc. Engln.ers - Land Planners Surv.yors 150-C owo ero.uvun um. - Ir-Ad uu2''V(, VuVU K 2N01 tvp 596-2115 20010M C.—.. 1Q..¢ w—zen.[.'iapw& 22601 (103)607-21.39 Sheet 3 of 5 Revised May 28, 1992 8K7IQ, 8P(; (Sae Sheet 3 of 5) 5' Public Access Esm't 54 LOT 4 m AGO ' 9u for ", I �0� t0�p 100.26' 1 9 o N I I LOT 7 �Im LOT 5 Ir Z N' I o0 7,000 SF I NhZII 7,000 SF N 4 L / / \ S 42'08' 46 r Ig 42'08' 46" ' W Z I z 106.87' 1 ^ ^ 106.87 o m / A »I� � I I S51047' "E vi �' Q' Z^ �� w ee LOT 6 m LOT 8 r 0 C p^ s ao 0 7,000 SF A r I I� Q00 SF . - CSratnage FiIAN � I nl � � � lap EDEST Jo Esm't f ACCESS ESM O S 42'08' 46" W. \ 0' 62.41 50 N �I 106.87' > I n \ 2 S 51"18'31- S42-08'46' W 9 r � Z � 1nl °D cn �I rn EX. MONITOR COURT LOT 9 WI N; o, v f") -' 7,000 SF 2 \� EX Qrl o m VAN FOSSEN ST. w S 42'08r46" W n O m 66 R/W c.2 16.87' r �j tt1 III \ x to m w�m0 r N O 'CIO,��,m cn LOT 10 II. u( a Z g vUl o Q � o � 7,000 SF I l f^ r � N)��, ail r m o 'S 42'08'46 W I f m �0 r R m 106.87 I P, 1 cn 48 " / I L O T 11 Q r to o IMw I(See Sheet 5 0l 5) u DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback - 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback - 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. otxLTX •«�� HAMPTON CHASE Sec. 2 - Phase II o� P+ DUANE ��' DATE: JUNE 4, 1991 SCALE: 1" = 50' BROWN U70 NO. 1285 gilbert w. clifford & associates, inc. Sheet Engineers - Land Planners 4 surveyors Of LEt ND S' 150-C Ola4 or"a ar D"V. too north am.ro0 SVW 5 Pr.MnUubur& Vu1w 22,w (7o3) 696-2I15 Wt-p.++ur. +upna. 22601 (703) 667-2139 Revised May 28, 1992 8K70' f;G0093 l`� Sheel A of 5) 10 1 N A2 1o6.a7' o- LOT >> o � I r O- v O g46 W ^ S t o0' o I. LOT 12 ' �� x m P. 1'f 42'0 87, o ':k r� n O 1\ -Ar N > �'p rn '� zI � �' 3 m t D i o z/ m� Lor,3 z'r0. SF y ,p00 �,O cc- n m�fs' 2 � o I �• •,0 1 ti J N' Ly! U) Ln LOT ' I r O � N 10� N p�� tlT / /lam 6 7,000 SF � f �• O �� Q� \ o `N O O W /' � / Imo' c 5. 4 8 46� r rw 1 106 t r �) rn i ' r �~ 01 ' LOT T 15 c� � ^ ? ..� 7,OC) oC) , X _ �P64 SPACE 25.00' 25'� ; BUTLER 180 00' WJ Q3p pp. AVENUE DENOTES IRON ROD TO BE SET S 42°p8'a616 OPEN SPAR $ection z ON LOT LINES @ THE BUILDING, LotE SETBACK LINE. (i.e. 25' from ' Phasef road Right -of -Way) All Lots are Single Family Detached - Zero Lot Line. All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Min. Front Setback = 25 Utility Easement along the rear Property Line. Min. Rear Setback - 25 C4�'40. T�HAMPTON CHASE -- See. 2 - Phase IIUANE C'.. DATE: JUNE 4, 1991 SCALE: 1" = 50' ��285 gilbort w. clifford*tlassociatss, inc.Shet3t JIR6INIA: FREDERICK COUNTY, SCT. Ot VThis instrument of writing wasN0 6 �w<ower..e.�wan�. ,� o°:v»c rm"no, mm vtRl°u 5 23401 (7 to me on the �•�"_dyy of 1?� �-=19 Revised May 28, 1992 19 _ aro witti certificate of acknowksdgment thereto annexed was admitted to record. ' WatEr i� �a :z ti �� %♦ PaN� 7K5' rCP OJECT /A _N _ ek sr/ �oRa/ ey� 'V CINITY MAP INTER • F SCALE:1'=2000 o n FINAL PLAT HAMPTON CHASE Section 2 Phase II STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA APPROVED Y FRED. CO. SANITATION AUTHORITY DATE PLANNING COMMISSION DATE G /o—g? SUBDIVISION ADMINISTRATOR DATEaa—,(,0 —`� 3 VA. DEPT. OF TRANSPORTATION OWNER'S CERTIFICATE The above and foregoing subdivision of the land of Dave Holliday Construction, Inc., as appears in the accompanying plat, is with the consent and in accordance with the desires of the undersigned owners, pro ietors, and trustees, if any. All property owners in Hampton Chase are required to belong to the Hampton Chase Home Owners Association. The Association is the owner of all areas shown as Open Space on the attached plat and is responsible for the maintenance of those areas. All property owners must pay an annual assessment to pay for this maintenance. This fee and all other rules of the Association are set forth in the Restrictions and Covenants attached hereto. A copy of the Final Master Development Plan for Hampton Chase 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 Dave Holliday Construction, Inc. by deed dated December 15, 1990, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 754 at page 797. P. Duane Brown, C.L.S. o��� f►LT� p��i �} P. DUANE �Ce DATE: JUNE 4, 1991 TCOVER SHEET u>10 NQ 2$ gilbert w. cliffor & associates, inc. Sheet ��9 0� 1 Engineers - Land Planners of surveyors LAND `'JQIy ue-c ow or—ra nr,.. NO More, C.— se.. 5 PndiekYAYre, Vbeld. 71401 (703) 69e•1115 Wiwbmw. V4jid. 22601 (7e7) 667-2179 Revised May 28, 1992 Revised February 17, 1993 fnlmvc rwnr c NO. A RADIUS ARC TAN. CHORD CHAEARING 1 1 230.00' 113.80' 58.09' 112.65' N5601917"E 46*03'16' 25.00' 20.10' 10.63' 19.56' S65°10'24"W 3 0°0 '0 " 205.00' 322.01' 205.00' 289.91' N87°08'46"E 4 7 '3 " 180.0 ' 238.53' 140.45' 221.46' N80°06'35"E 58.55, .4 ' S S 7°47' 0"W 6 14° 6" 30.00' 58.55' 9.43' 58,39' N87°37'34"W 7 14°3 6" 230.00' 58.55, 29.43' 58.39' N73°02'28"W ° 58. 43' 58.3 ' N 7' "W 9 03°1 230.00' 13.2 ' 6.65' 13.28' N49°30'31 "W 10 14°04' " 180.00, 44.21' .22' 44.10' S54°53'25"E 11 1 90000,00"54 49.50' 0 114"E AREA SUMMARY Area in Lots 2.4105 Acres Area in R/W 1.1210 Acres Area in Open Space 1,7288 Acres Total Area Subdivided 5.2603 Acres Total No. of Lots 15 Average Lot Size 7,000 Sq. Ft. O� P. DUANE 01 BROWN NO. 1285 Lallo —0) Revised May 28, 1992- HAMPTON CHASE -- Sec. 2 - Phase II DATE: JUNE 4, 1991 CURVE TABLE gilbert w. clifford & associates, inc. Engineers - Land Planners Surveyors 150-C owe Gr"AW D FredQnCx3bUr& Vlr(mla 22401 (703) 696-2115 200 North Cameron Stroot W=heater, VuVma 22601 (703) 667-2139 Sheet Of 5 -00 A g4 S 53'39'02" E SPs��l 5 58'2722 E 83 ,o „ E SET6A�K L O o �Pcf� Q \ 0 O —1 p N l CJ1 I i -00 O T O 0\0 \ II 9. J \ 25' SEI6PGK� �m 9 l co 8) � � Cn CD r .j�p` Esm A 7 o / 000 , SF INDUSTRIAL/ SETBACK r3• �� \ / EX. OPEN SPACE - Section 1 / _ _ _ _ ( PHASE II) / / ZI0' PEDESTRIAN ACCESS ESM'T j i i I\, OPEN SPACE m _ - 1.7288 Acres _ _ 8Q7.00' COUNTY OF FREDERICK 28.00 2B.00' —f-— CITY OF W—HIESTER 52 N 47 1'14" W 863.00 54 EX. BU ER AV 56 58 56' R/W "SMITHFIELD FARMS ADDITION" o DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback = 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback = 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. 1,?-LTx Dip o"} P. DUANE ;c, BROWN NO. 1285 LAND HAMPTON CHASE -- Sec. 2 - Phase II DATE: JUNE 4, 1991 SCALE: 1" = 50' gilbert w. clifford & associates, inc. gngineers - Land Planners Surveyors 01" Oreonwlc4 Dn- _ ularuy VUT = x2401 (703) 596-2115 20011ort4 camerm Street WlncnosWr. VVg1= 22601. 003) 0674139 Sheet 3 of 5 Revised May 28, 1992 ($ee Sheet 3 of 5) 4 Ylf � 1DO r I IW \ S' 42*08`4 - 2 z 106.87' 1 r '4 � J cr; \ ' U+ `o l o O \ 50 N I 00 00 -6 � j' o m EX `_n a C'0 VAN FOSSEN ST. co 4 /"/ , ,I I 100' BUAK N I LOT 7 oJc 7,000 SF 0 n I LOT 8 A V =Z I 17,000 SF 43 II `' n S 42 08 46" W . • '� 106.87 I r. I po r oILOT 9 ^a 7,000 SF n S 42'OS'46" W 106.87' I r g o Ql r cn -o I I rn o , �,m P LOT 10 v o pi S I O 17,000 SF r1 r \m n S 42'OS'46" W 'm 106.87' I r r 48 �. I LOT 11 n I I^n ^ I(See Sheet 5 of 5) o DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Public Access Esm't LOT 4 Nn m 38'5011" E a 4�100.26' n/ „ �I I 1 0. cA P rt m LOT 5 �!.''' Z c� Az 7,000 SF �' N J rt 42' OS'46"'W 106.87' I- �I I S 51 °47'Ol5" E o, p, I I LOT 6 C A — 71000 SF N rainage 10 PEDESTRW I m Esm't ACCESS ESM �1. 6 62.41� 51>83>" S42°08 5EX� I(,pNITOR COURT rn �A �V cn O \>mC 2 v� m� b � Min. Front Setback - 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback = 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. QALTX 04fA`� C� P. DUNE BROWN •-� N0. 1285 �� =AND 5J HAMPTON CHASE -- Sec. 2 - Phase II DATE: JUNE 4, 1991 SCALE: 1" = 50' gilbert w. clifford & associates, inc. Engineers - Land Planners Surveyors 150-C 01" ormw" Dn" 200 NoM Camarm Str"t 'r*"ACU*Urs, VU9U a 22401 (703) 696•2115 _ Wwc4*.t"r• 1r9Lnu 22601 (703) 667-2139 Sheet f 5 Revised Mav 28.1992 (see gh4�e► 4 of 51 -( L O E • I ', • �" �r•g 46•r N 42'� � - . • • Q \ ) 1LOT 11 7 000 SF 1 n (n 1 42'O8� sulfa S 1p6.87 Lor ' S 1 1 p l x A -1 7 ,0p0 rn mom;. OS 4 W. CA .. 5.42OF' r y I m ; �Ar m 0 ?,�� (j5 T 13 fn cn r o IP.\ rn � �1 7 000 SF �o C 1 y .. 1Tl 70 � D 42 46 W. S 2 I i N 1T C Z w LOT 14 Ir r \ Iao 7 ,000 SF 1 r Wo I N / 0- 1I O W rr r / $S 42 08 46 r �(� �1 106.87 o < r T 15 J LOT SF D 71 1 T 1, ,000 " 1 O x ;• .-� „�� \yam y 1 s x pEN SPACE I r r 25.00 25.00 X 13 TLER `7-A 180{p01 — 230,00 AVENUE e DENOTES IRON ROD TO B B D ET S 42°p8o 616 OPEN PACE PEX Section 2 ON LOT @ SETBACK LINE. (i.e. 25' from I phase f road Right -of -Way) All Lots are Single Family Detached - Zero Lot Line. All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Min. Front Setback =25' Utility Easement along the rear Property Line. Min. Rear Setback = 25 HAMPTON CHASE Sec. 2 - Phase II �► P. DUANE C DATE: JUNE 4, 1991 SCALE: 1" = 50' BROWN�� NO, 1285 gilbert w. clifford associates, inc. Sheet 5 Hngineen - Land Planners n Surveyors Of CO LAND 5� 150-C OW 6r.mwun Drt" 200 Nerm cam.rm itsNt Fln6*rx0bwt VUw= 22401 (701) 696-2115 WU"*9W V13V— 22601 (703) 667-t 119 5 Revised May 28, 1992 JJI water 4��. ��l TIf Ta�Cl It,�€�.':Claypit � �eTER Rl r SCALE:1.go00' Y FINAL PLAT HAMPTON CHASE Section 2 Phase I STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA APP O D BY FRED. CO. SANITATION AUTHORITY DATE � PLANNING COMMISSION ! DATE 6 93 SUBDIVISION ADMINISTRATOR /J DATE " /- VA. DEPT. OF TRANSPORTATI DigTEz�,';-0(ff OWNER'S CERTIFICATE The above and foregoing subdivision of the land of Dave Holliday Construction, Inc., as appears in the accompanying plat, is with the consent and in accordance with the desires of the undersigned owners rietors, and trustees, if any. All property owners in Hampton Chase are regylred to belong to the Hampton Chase Home Owners Association. The Association is the o er of all areas shown as Open Space on the attached plat anti is responsible for the malht6nance of those areas. All property owners must pay an annual assessment to pay for this maintenance. This fee and all other rules of the Association are set forth in the, Restrictions and Covenants attached hereto. A copy of the Final Master Development Plan for Hampton Chase 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 Dave Holliday Construction, Inc. by deed dated December 15, 1990, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 754 at page 797. .A944........ .- P. Duane Brown, C.L.S. 4UTH 0)RI41:1 P. DUANEDATE: JUNE 3, 1991 COVER SHEET BROWN """`Sheet N0. 1285 gilbert w. clifford & associates, inc.Hnain..rs - Land PlanersSsvrv.yorsOf LA NDi5o< om a«a nea unv. 200 n«m am.ron m«t 55 Fr*&rkk*WAM VLVZA 22401 (703) 6%-2115 1 MM~, VUVM 22601 (703) 667-2139 Revised May 28, 1992 Revised February 17, 1993 See Sheet 5 for Curve Table and Area Summary. RE D�LpP�t� � F N 42008,46' E 5.43 Q � � NZ to 0 N j w 1J o DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Xoo .m z u'o m t o � N 3-Sk Nc Min. Front Setback = 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback - 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. hL' � Tfi O o �r� C 13ROWN 'L N0. 1285 4 ND HAMPTON CHASE -- Sec. 2 - Phase I DATE: JUNE 3, 1991 SCALE: 1" = 50' gilbert w. clifford & associates, inc. Hnginom - Land Planners Surveyors ISO{ 01" emftwuz Dn" 're"A 2sUn VNp01a 22401 (703) 696-2115 200 Nasty C&MOM S7Mt W1natNKK, VUVM 22601 (703) 667-2139 Sheet of 5 Revised May 28, 1992 (SOO Sheet 4 of 5) See Sheet 5 for Curve Table and Area Summary. 10, .10 O l 23 � r ^ S' 33'5 10p I r / 0 ' E. 20 09 i 0/- I I ,q00 2 OR 28' R O �9i W 0 /i EXISTING 56' DRAINI EASEMENT (R/W) V �o R � 7 /y s o� F�q�� �j oCo 06 '000 AN k 0 5� A�\- / �X1 0 V-3OPEN SPACE a 0i 1.8421 Acres I I o z N O� iJ° FF�O�iI9�n�cE�S6�EySIN�71 d Co EX. SAN. SEWER ESM'TI COUNTY OF FRED£RICK n~ CITY OF WNCH£ST£R FN 4751'14" W 462.18' EX. BATTLE AVE 32 30 I 28 56' R / W "SMITHFIELD ,°. '.'S O DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback = 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback - 25' All Lots are subject to a 10' Slope & Drainage o��F,�LTlf O�yr P. DUANE C.. 'J70AO Bu� 4N NO. 1285 LAND 6J�J Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. HAMPTON CHASE Sec. 2 - Phase I DATE: JUNE 3, 1991 SCALE: 1" = 50' gilbert w. clifford associates, inc. Ra&*ers - Laud Pla=ers Surveyors 150-C OMe 0neavKa Drl" irederklibury V(t{lala 22401 (703) 696-2115 200 ROM cowrea sv"t WIaW.wr, V"U" 22601 (703) 667-2139 Sheet of 5 See Sheet 5 for Curve Table and Area Summary. 2 J j Q I W m iw 0 rn M O; (See Sheet 5 of 5) �\1 T2` T-A�20�,SSER EASEM � I 106.87' F 1z r 10 w; ILOT 28 I 7,000 SF S- 46_10'54" E 106.87'� .� 10-� LOT 27 I I I 7,000 SF S 46_10'54" E r 156.87' 1, o I LOT 26 I 7,000 SF N 10' MAINTENANCE EASEMENT I'S 46_1 0'S4" E 106.87 r�il x r I I �I to LOT 25 uoJ� so I 7, 000 SF � I�L _ C 106.87 I 2' WATER EASEMENT r I,0 u� 1n 10 a L ` I LOT 24 (6cI I 7,000 SF S' 46_10'54'' E 103. 11' 6.85' I �} I 1 01 ' LOT 23 I 1 000 SF / o�ca02 I 0 O DENOTES IRON ROD TO BE SET ^ ON LOT LINES @ Tt E BUDDING �05� 3p"• w 1 "1 ZN ee SETBACK LINE. (i.e. 25' fro(n 9 p•2p. W� road Right -of -Way) (Isheer 3 of s 9. All Lots are Single Family Detached - Zero Lot Line. All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Min. Front Setback = 25' Utility Easement along the rear Property Line. Min. Rear Setback = 25' I� TH 0 P. DUANE ' BROWN NO. 1285 3 LA ND SJ \ < < EXISTING se• DRAINAGE ESM'T (R/µr) �zo �A 00 k" 0 o5 HAMPTON CHASE � Sec. 2 - Phase I DATE: JUNE 3, 1991 SCALE: 1" = 50' gilbert w. clifford & associates, inc. Engineers - Land Planners Surveyors 150-C 01" Oro"wtch Dnve PrWa(cobur`, V1rgima 22401 (703) 696-2115 200 N9rtn cam —a S7.ot Wmcn*sgr,Vlrµu422601 (701)667-2139 Sheet of 5 W EX. BUTLER AVE 125.072 WI 2 I w EX, OPEN SPACE — Section 1 467054" E 5.007 h _ 180.00 106.87' LOT 29 r 7,000 SF \ t0' §AN. SEWER EASEIyIE(J7 u� �t t - T -4' 4610'5 .. \.4 �. I 106.87' L 10' MAINTENANCE EASEMENT LOT 28 � / c SAN. SEINER EAs DRAINAGE ESM'T--\� (See Sh" 4 of 5) /N IDVC TA01 C EXISTING 56' DRAINAGE EASEMENT (R/W) (/Y M Q Q _ 00 Z Q W m NO RADIUS ARC TAN. CHORD CH. EARING ° 7 ° 5 8°1 '40" 220.00' 33 .15' 1 .67' 306.55' N87°58'56"E 3 9 *00,00" 35.00' 54. 0' 49.50' N87°08'46"E ° °1 5 1 0,00" 24 ,00' 59.15' .7 ' 59,01' S61°42'30"E 6 1 0' 0" 245.00' 59.15' 7 ' 59.01, S75°32'30"E 1' ° 8 1 °5 24 .00' 59,15, 29.72' 59.01' N76°47'30"E 9 1 '0 45. 0' 59,15, 29,72' 59.01' 6 °57' 0" ° 17' 1 N49-55-48-E AREA SUMMARY Area in Lots 2.2497 Acres Area in R/W 0.9637 Acres Area in Open Space 1,8481 Acres Total Area Subdivided 5.0615 Acres Total No. of Lots 14 Average Lot Size 7,000 Sq. Ft. o DENOTES IRON ROD TO BE SET ON LOT LINES @ THE BUILDING SETBACK LINE. (i.e. 25' from road Right -of -Way) Min. Front Setback = 25' All Lots are Single Family Detached - Zero Lot Line. Min. Rear Setback = 25' All Lots are subject to a 10' Slope & Drainage Easement along all Rights -of -Way and a 10' Utility Easement along the rear Property Line. ��1.f,�LTX p0A� N0, 1285 Q" LA ND Revised May 28, 1992 HAMPTON CHASE -- Sec. 2 - Phase I d DATE: JUNE 3, 1991 1 SCALE: 1" = 50' 1 gilbert w. clifford & associates, inc. Engineers - Land Planners Surveyors 150-C 0140 Graaawlcb D110a Fre"nWbllrg, Vlrglnla 22401 (703) 696-2115 200 N"M camaran straat Wmcbeswr, VWgmla 22601 (703) 667-2139 Sheet of 5 1 DEED OF DEDICATION and DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS of HAMPTON CHASE SECTION II (Phases I and II) THIS DEED OF DEDICATION, made and dated this &— day of June, 1993, by and between DAVE HOLLIDAY CONSTRUCTION, INC., a Virginia corporation, party of the first part, and FREDERICK COUNTY, VIRGINIA, party of the second part. WHEREAS, the party of the first part is the owner in fee simple of the real estate shown on the attached Final Plats drawn by P. Duane Brown, C.L.S., dated June 3, 1991 and June 4, 1991, revised May 28, 1992 and February 17, 1993, known as Hampton Chase, Section II, Phases I and II, which is a portion of the real estate conveyed to the owner by deed dated December 15, 1990 from Hampton Construction, Inc., which is of record in the Office of the Clerk of the Circuit Court of Frederick County, Virginia, in Deed Book 754 at page 797; and by deed dated January 29, 1992 from The Salvation Army, which is of record in said clerk's office in Deed Book 773 at page 1316; and, WHEREAS, the real estate shown on the attached plats has been subdivided into lots, which plats show the metes and bounds of the subdivided land together with the dimensions of each lot, and those certain easements reserved for drainage, public access, pedestrian access, utilities, maintenance, water, and sanitary sewer facilities for the lots, and"certain surrounding lands to be used as open space, all of which shall constitute a portion of that development known as Hampton Chase, Section II, Phases I and II and which common areas shall be owned and/or maintained by the Hampton Chase Homeowners Association upon the terms and conditions herein set forth. NOW, THEREFORE, THIS DEED OF DEDICATION, 'WITNESSETH: That for and in consideration of the premises and the benefits which will accrue by reason of this dedication, the party of the first part does hereby subdivide, grant and dedicate in fee simple that certain tract or parcel of land designated as Hampton Chase, Section II, Phases I and II, situate in Stonewall Magisterial District, Frederick County, Virginia, more particularly described by the plats of P. Duane Brown, C.L.S., dated June 3, 1991 and June 4, 1991, as revised, attached hereto and made a part of this instrument. The party of the first part does further dedicate all of the streets in Section II, Phases I and II to Frederick County, Virginia, for public use, which streets are more particularly described by the final plats of the subdivision. A R T I C L E I DEFINITIONS Section 1. "Association" shall mean and refer to Hampton Chase Homeowner's Association, a nonstock Virginia corporation, its successors and assigns. Section 2. "Properties" shall mean and refer to the real property described in the Hampton Chase Final Development Master E Plan and such additions thereto as may hereafter be brought within the jurisdiction of the corporation. Section 3. "Lot" shall mean and refer to any of the lots designated upon the plat of Hampton Chase, with the exception of the open space(s). Section 4. "Member" shall mean and refer to every person or entity who holds membership in the association. Section 5. "Owner" shall mean and refer to the record owner, whether one or more person or entities, of a fee simple title to any lot which is a part of the properties, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. Section 6. "Declarant" shall mean and refer to Dave Holliday Construction, Inc., its successors and assigns. A R T I C L E II MEMBERSHIP Every person or entity who is a record owner of a fee or undivided fee interest in any lot which is subject by covenants of record to assessments by the association, including contract sellers, shall be a member of the association. (The foregoing is not intended to include persons or entities who hold an interest merely as security for the performance of an obligation.) Membership shall be appurtenant to and may not be separated from ownership of any lot which is subject to assessment by the association. Ownership of such lot shall be the sole qualification for membership. A R T I C L E III VOTING RIGHTS Each member of the association shall have one vote for each lot owned in which the member shall hold the interest required for membership in Article II. When more than one person holds such interest in any lot, all such persons shall be members. The vote for such lot shall be exercised as they among themselves determine, but in no event shall more than one vote be cast with respect to any lot. BOARD OF DIRECTORS The affairs of the association shall be managed by a board of not less than three, but no more than nine directors, who must be members of the association. The initial board of directors shall be appointed by the party of the first part herein, and serve until the first annual meeting following conveyance of the first lot in the properties; thereafter, the board of directors shall be elected by the membership as determined in the bylaws of the association. A R T I C L E IV PROPERTY RIGHTS IN COMMON PROPERTIES Section 1. Member's Easements of Enjoyment: Every member shall have a right and easement of enjoyment in and to the open space(s), specifically including but not limited to the rights of ingress and egress across the aforesaid open space(s) and such easement shall be appurtenant to and shall pass with the title to every assessed lot, subject to the following provisions: 3 (a) The rights of the association, in accordance with its articles and bylaws, to borrow money for the purpose of improving the open space(s) and in aid thereof to mortgage the property. The rights of such mortgagee in the properties shall be subordinate to the rights of the homeowners hereunder. (b) The rights of the association to suspend the voting rights and the right to use the open space(s) by a member for any period during which any assessment against his lot remains unpaid; and for a period not to exceed thirty days for any infraction of its published rules and regulations. (c) The rights of the association to dedicate or transfer all or part of the open space(s) to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the members. No such dedication or transfer shall be effective unless an instrument signed by members entitled to cast two-thirds of the votes has been recorded agreeing to such dedication or transfer, and unless written notice of the proposed action is sent to every member not less than twenty-five days nor more than fifty days in advance. Section 2. Delectation of Use: Any member may delegate, in accordance with the bylaws, his right of enjoyment to the open space(s) to the members of his family, his tenants, or contract purchasers who reside on the property. Section 3. Title to the Open Space(s): The Declarant hereby covenants for its heirs and'assigns, that it will convey fee simple title to the open space(s) to the association, prior to the conveyance of the first lot. A R T I C L E V COVENANTS FOR MAINTENANCE ASSESSMENTS FOR THE ASSOCIATION Section 1. Assessments: The Declarant, for each improved lot owned within the properties, hereby covenants, and each owner of any lot by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, is deemed to covenant and agree to pay to the association (1) annual assessments or charges, and (2) special assessments for capital improvements, such assessments to be fixed, established, and collected from time to time as hereinafter provided. The annual assessments and special assessments, together with such interest thereon and costs of collection thereof, as hereinafter provided, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with such interest, costs and reasonable attorney's fee, shall also be the personal obligation of the person who was the owner of such property at the time when the assessment fee was due. The personal obligation shall not pass to his successors in title unless expressly assumed by them. Section 2. Purpose of Assessments: The assessments levied by the association shall be used exclusively for the purpose of promoting the recreation, health, safety and welfare of the residents in the properties and, in particular, for the improvement and maintenance of the properties, payment of real estate taxes, repairs, snow removal, and service and facilities devoted to this purpose and related to the use of and enjoyment of the open space(s). 4 Section 3. Basis and Maximum of Annual Assessments: Until January 1 of the year immediately following the conveyance of the first lot to an owner, the maximum annual assessment shall be $40.00 per year per lot; (a) From and after January 1 of the year immediately following the conveyance of the first lot to an owner, the maximum annual assessment per lot may be increased above that set forth hereinabove by a vote of the members for the next succeeding year and at the end of each year's period, for each succeeding period of one year, provided that any such change shall have the assent of two-thirds of the votes of members who are voting in person or by proxy, at a meeting duly called for this purpose, written notice of which shall be sent to all members not less than thirty days nor more than sixty days in advance of the meeting, setting forth the purpose of the meeting. The limitations hereof shall not apply to any change in the maximum and basis of the assessments undertaken as an incident to a merger or consolidation in which the association is authorized to participate under its articles of incorporation. (b) After consideration of current maintenance costs and future needs of the association, the board of directors may fix the annual assessments at an amount not in excess of the maximum. Section 4. Special Assessments for Capital Improvements: In addition to the annual assessments authorized above, the association may levy in any assessment year a special assessment applicable to that year only, for the purpose of defraying, in whole or in part, the cost of any construction or reconstruction, unexpected repair or replacement of a described capital improvement upon the open space(s), including the necessary fixtures and personal property related thereto, provided that any such assessment shall have the assent of two-thirds of the votes of members who are voting in person or by proxy at a meeting duly called for this purpose, written notice of which shall be sent to all members not less than thirty days nor more than sixty days in advance of the meeting, setting forth the purpose of the meeting. Section 5. Uniform Rate of Assessment: Both annual and special assessments must be fixed at a uniform rate for all Lots, and may be collected on a monthly basis. Section 6. _Quorum for any Action Authority Under Sections 3 and 4: At the first meeting called, as provided in Section 3 and 4, the presence at the meeting of members or of proxies entitled to cast 67% of all votes shall constitute a quorum. If the required quorum is not forthcoming at any meeting, another meeting may be called, subject to the notice requirement set forth in Sections 3 and 4 and the required quorum at any such subsequent meeting shall be one-half of the required quorum at the preceding meeting. No such subsequent meeting shall be held more than sixty days following the prior meeting. Section 7. Date of Commencement of Annual Assessments: Due Date: The annual assessments shall begin as to all lots on the first day of the month following the conveyance of the open space(s). The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. The board of directors shall fix the amount of the annual assessment against each lot at least thirty days in advance of each annual assessment period. Written notice of the annual assessment shall be sent to every owner subject thereto. The due dates shall be established by the board of directors. The association shall, upon demand at any time, furnish a certificate in writing signed by an officer of the association, setting forth 5 whether the assessments on a specified lot have been paid. A reasonable charge may be made by the board for the issuance of these certificates. Such certificates shall be conclusive evidence of payment of any assessment therein stated to have been paid. Section 8. Effect of Non -Payment of Assessments: Remedies of the Association: Any assessments which are not paid when due shall be delinquent. If the assessments are not paid within thirty days after the due date, the assessment shall bear interest from the date of delinquency at the rate of 12% per annum, and the association may bring an action at law against the owner personally obligated to pay the same, or foreclose the lien against the property. Interest, costs and reasonable attorney's fees on any such action shall be added to the amount of such assessment. No owner may waive or otherwise escape liability for the assessments provided for herein by non-use of the open space(s) or abandonment of his lot. Section 9. Subordination of the Lien to Mortgages: The lien of the assessments provided for herein shall be subordinated to the lien of any mortgage or mortgages now or hereafter encumbering any lot. Sale or transfer of any lot shall not affect the assessment lien. However, the sale or transfer of any lot which is subject to any mortgage, pursuant to a decree of foreclosure thereof, shall extinguish the lien of such assessments as to payments thereof which become due prior to such sale or transfer. No sale or transfers shall relieve such lot from liability for any assessments thereafter becoming due from the lien thereof. Section 10. Exempt Property: The following property subject to this Declaration shall be exempt from the assessments created herein: (a) the open space(s); (b) all properties dedicated to and accepted by a local public authority; and (c) all properties owned by a charitable or nonprofit organization exempt from taxation by the laws of the State of Virginia. However, no residence occupied as a dwelling shall be exempt from these assessments. Section 11. Failure to Maintain Open Space(s): In the event that the association, or its successors, shall fail to maintain the open space(s) in reasonable order and condition, the County of Frederick may take such action as authorized by the Frederick County Zoning Ordinance. The Frederick County Zoning Ordinance is by this reference made a part hereof as if set out in full. A R T I C L E VI RESTRICTIONS AND COVENANTS All of the lots shown on the plats attached hereto shall be subject to the following restrictions and covenants which are covenants running with the land, and shall be binding upon all parties having any right, title and interest in and to the aforesaid lots or any part thereof, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof. 1. The lots shall be used exclusively for residential purposes. No business or occupation of any kind other than a "home occupation" shall be carried on or permitted upon these lots. A "home occupation" is defined to be an occupation carried on by the occupant of a dwelling as a secondary use in connection with which there is no display, and no one is employed other than members of the family residing on the premises. No building shall be erected, altered, placed or permitted to remain on any 0 lot other than one single-family detached dwelling, garage and other approved structures for use solely by the occupants. Except for those related to real estate sales and construction, no sign, advertisement or message other than for identification purposes only shall be displayed or published which offers or implies commercial or professional services, or which may constitute any other kind of business solicitation in or from any residence or residential property. No buildings, structures, or signs of any type may be placed or erected on any portion of the open space easements as shown on the attached plats. Notwithstanding the foregoing, Dave Holliday Construction, Inc. or its successors in interest may, for a period not to exceed two years from the date of this instrument, erect, maintain and operate real estate sales and construction offices, model homes. displays, signs and special lighting on any part of the property and on or in any building or structure now or hereafter erected thereon while owned by Dave Holliday Construction, Inc. or its successors in interest. 2. No clothing, laundry, or wash shall be aired or dried at any time on the open space easements, as set forth below, nor on any portion of the lots in any area other than in the rear yard of the lots. 3. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done or placed thereon which may become an annoyance or nuisance to the neighborhood. Owners shall at all times maintain their property and all appurtenance thereto in good repair and in a state of neat appearance. All lawn areas shall be kept mowed and shall not be permitted to grow beyond a reasonable height. 4. No sign of any kind that is illuminated and/or larger than two square feet shall be displayed to the public view on any lot, except temporary real estate signs not more than four square feet in area advertising the property for sale or rent, and except as provided elsewhere herein. 5. No animals shall be kept or maintained on any lot except common household pets such as dogs and cats, provided that they are not kept, bred or maintained for commercial purposes and do not create a nuisance or annoyance to surrounding lots nor the neighborhood and are in strict compliance with applicable Frederick County ordinances. 6. Trash and garbage containers shall not be permitted to remain in public view except on days of trash collection. No accumulation or storage of litter, new or used building materials, or trash of any kind shall be permitted on any lot. 7. The exteriors of all structures, including walls, doors, windows and roofs, shall be kept in good maintenance and repair. No structure shall be permitted to stand with its exterior in an unfinished condition for longer than six months after the . commencements of construction. In the event of fire, windstorm or other damage, the exterior of no structure shall be permitted to remain in a damaged condition for longer than three months. 8. No lot shall at any time be subdivided, conveyed, leased, nor sold except as a whole, unless such subdivision, conveyance, lease or sale involves multiple lots so that each of the portions into which the lots are divided for the purpose of subdivision, conveyance, lease or sale results in the lots being created for the purpose of such subdivision, conveyance, lease or sale, as well as each of the lots remaining after such subdivision, conveyance, lease or sale, being of a size larger FA than the lots as shown on the plats which is recorded with this instrument. Dave Holliday Construction, Inc., however, for itself and its successors in interest, reserves the right to resubdivide any of the lots shown on the attached plats and to alter, amend and change any lot lines or subdivision plan so long as it owns any of the lots; except that no provision for open space easements may be amended without the approval of Frederick County. 10. No fence, hedge or other visual barrier shall be erected or planted in the front yard of any lot shown on the attached plats, and no tree, hedge, or shrub planting shall be maintained anywhere on any lot in such a manner as to obstruct sight lines for vehicular traffic. Fencing of back yards may include side yards to a limit of one-half the depth of each dwelling only, but may not enclose any parts of the open space easements, as set forth below. Any fence or wall built on any lot shall be maintained in a proper manner so as not to detract from the value and desirability of surrounding property. 11. No junk vehicles, recreational vehicles, house trailers, or commercial industrial vehicles, such as (but not limited to) moving vans, trucks, tractors, trailers, vans, wreckers, hearses, buses, boats, boating equipment, travel trailers, or camping equipment shall be regularly or habitually parked on any public streets within Hampton Chase Sections I and II, or otherwise parked within the boundaries of the subdivision. No vehicle may be parked for a period greater than sixty days on any lot or on any platted street as shown on the attached plats unless such vehicle bears a currently valid Virginia vehicle inspection windshield sticker. No vehicles or other equipment mentioned above may be parked or placed on the open space easements, as set forth below, at any time. Notwithstanding the foregoing, Dave Holliday Construction, Inc. or its successors in interest may, for a period not to exceed two years from the date of this instrument, erect, maintain and operate real estate sales and construction offices, model homes, displays, signs and special lighting on any part of the property and on or in any building or structure now or hereafter erected thereon while owned by Dave Holliday Construction, Inc. or its successors in interest. 12. No exterior antennas or satellite dishes shall be erected or placed on any lot or attached to any dwelling. 13. The provisions of Paragraphs 4, 7, and 10 shall not apply to the construction or development of improvements on any lot by Dave Holliday Construction, Inc. or its successors in interest, commencing within two years from the date of submissio of the lot to these restrictive covenants. 14. Any lease or rental agreement must be for a period of at least thirty days and must be subject to the rules and regulations set forth in these restrictive covenants. 15. All lots are required to observe building restriction lines, industrial setbacks, and buffers, as indicated on the plats and/or the legends of the plats attached hereto, in addition to those applicable requirements of applicable Frederic County ordinances. 16. Dave Holliday Construction, Inc. reserves the right fo itself and its successors in interest to waive any one or all of the restrictive covenants, conditions, reservations, and restrictions as to the sale or transfer of any future lot or lot except that it cannot change the development from residential to 8 commercial. This waiver shall not affect the binding effect of the covenants, restrictions, and conditions upon any other lots. Dave Holliday Construction, Inc. does further reserve the right for itself and its successors in interest to impose additional restrictive covenants, conditions, reservation, and restrictions as to the sale and transfer of any future lot or lots and such imposition shall not affect the binding effect of these provisions upon any other lots. 17. Any owner shall have the right to enforce, by a proceeding at law or in equity, all restrictions, covenants, and conditions now or hereafter imposed by the provisions of this deed. Failure by any owner to enforce any right, restriction, provision, condition, or covenant granted by this deed and declaration shall not constitute a waiver of the right of such homeowner to enforce such right, restriction, provision, condition, or covenant in the future. 18. Invalidation of any one of these covenants or restrictions by judgment or court order shall in no way affect any other provisions, which shall remain in full force and effect. A R T I C L E VII OTHER MATTERS 1. The property dedicated hereby is subject to those certain easements or rights of way designated "Sanitary Sewer Easement" and "Water Easement" (or some abbreviation of those designations) on the aforesaid attached plats. Dave Holliday Construction, Inc. does hereby grant and convey unto the Frederick County Sanitation Authority a perpetual right of way or easement over the aforesaid rights'of way for the installation and maintenance of water and sewer lines and any related facility designated on the aforesaid plats as said easements. 2. The property dedicated hereby is subject to those , certain easements designated "10' maintenance easement" on the aforesaid attached plats, which are for the benefit of those lots adjacent to the easements and which are to be used for maintenance of improvements on said adjoining lots. 3. The property dedicated hereby is subject to those certain easements designated "10' pedestrian access easement" and to 10' slope and drainage easement along all rights -of -way, all as shown on the aforesaid attached plats. 4. The property dedicated hereby is subject to those certain easements or rights of way designated "Drainage Easement" on the aforesaid attached plats, for the purpose of surface water drainage easement. No structures of any kind which substantially impede or obstruct the flow or ponding of surface drainage water may be placed within the surface water drainage easements designated on the aforesaid attached plats. Said surface water drainage easements may not be altered or modified without the prior consent of the County of Frederick, and Dave Holliday Construction, Inc. does hereby grant and convey unto the County of Frederick a perpetual right of way or easement over the aforesaid designated surface drainage easements for the purpose of so providing surface drainage. Dave Holliday Construction, Inc. does further agree that the County of Frederick shall be under no obligation to maintain the surface drainage easements. No owner of any lot shall interfere with the natural drainage of surface water from such lot to the detriment of any other property shown on the plats. 0 5. Dave Holliday Construction, Inc. reserves unto itself, its successors or assigns, the right to erect, maintain, operate and replace underground and above ground telephone and electric light conduits, related equipment, and other facilities, sewer, gas, water, and television lines and related equipment, and other utility equipment where such utility lines and equipment are now located and along a strip 10 feet along the front and rear boundary lines of each lot and along those areas intended for public access on the attached plats and over the open space easements as needed. In addition, there shall be service easements for each lot for all public utilities upon any of the lots shown which shall exist at the location of such utilities at the date each lot is conveyed. or shall be located as such utilities are actually extended to the individual lot after the call for connection by the lot owner. 6. The covenants and restrictions of this deed shall run with and bind the land, and shall inure to the benefit of and be enforceable by the owner of any lot subject to this deed and declaration, his legal representatives, heirs, successors and assigns, for a term of ten years from the date this deed and declaration is recorded, after which time the covenants shall be automatically extended for successive periods of ten years. The covenants and restriction so this deed and declaration may be amended in whole or in part, provided that any such amendment during the first ten-year period shall have the assent of not less than seventy-five percent of the lot owners, and thereafter any amendment shall have the assent of no less than sixty percent of the lot owners.. Any amendment must be property executed and acknowledged by the lot owners and recorded among the land records of Frederick County, Virginia. 7. The platting and dedication of the herein described land is made in accordance with the statutes made and provided in such cases, and is with the free consent and in accordance with the desire of Dave Holliday Construction, Inc., sole owner of the land embraced within the bounds of the subdivision, as evidenced by the signature of its president: (SEAL) STATE OF VIRGINIA CITY,OF WINCHESTER, to -wit: Acknowledged before me this /,Z day of =I.LA)� 1993, by David B. Holliday, who is President of DAVE HOLLIDAY CONSTRUCTION, INC., a Virginia corporation, on behalf of the corporation. NOTARY PUBLIC YbR TH STATE OF VIRGINIA My commission expires: Subdiviff HAMPTON CHASE_ 114 Lots Stonewall T,istrict 0 V) D