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Home My WebLink About018-98 Woodwork Village - Back Creek - Backfile (2)SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. D fZ. e r u LA'� ak*- ea. 0(y ✓' e v c e w'e d c w, 6iFF'w e C�-- Sc- ,G vi Sr�x b� Virginia Department of Transportation (VDOT) _ County Health Department Frederick County Sanitation Authority _x City of Winchester VV Department of Planning and Development _� Town of Stephens City ✓� Inspections Department �,� Town of Middletown Frederick County Engineer Works) 1� (Public _ Airport Authority �C Fredenck County Fire Marshal �� Sod & Water Conservation District --Z? Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) 1 U`C 41-/ Ley, CASH i RECEIPT Date �� 19Q 25425 Received From Address ,*, "' �.z %. 3e1 i 1 Dollars $ x For oo cr�— U� �� C ACCOUNT HOW PAID d AMT OF CASH ACCOUNT AMT PAID CHECK ELALAWF MONEY DUE ORDER FTIY J` V KERtjYDWN7 /W( 10-<. �% / 7 CHURCH LA `my* 1 WI E R / 0 0 pUST IA sirs „ y PARK % /y� r EuawoopRc\ _• �, -, $ ioeccecri 652/c^ f I VICI Y M. SC 1 "= 00' A D BY b �� SUBDIVISION ADMINISTRATOR DATE 0 A ER'S CONSENT THE ABOVE AND FOREGOING BOUNDARY LINE ADJUSTMENT BETWEEN LOT 27 AND LOT 28, WOODBROOK VILLAGE - SECTION 1, IN THE NAME OF VALLEY DEVELOPMENT GROUP, INC., AS APPEARS IN THE ACCOMPANYING PLAT, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. NOTARY PUBLIC A NOTARY PUBLIC IN AND FOR THE COMMONWEALTH OF L AT LARGE, DO CERTIFY THAT WHOSE NAME IS SIGNED TO THE FOREGOING OWNER'S CONSENT, HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY STATE. GIVEN UNDER MY HAND THIS �' DAY OF 19 . MY COMMISSION EXPIREST L SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS BOUNDARY LINE ADJUSTMENT IS A PORTION OF THE LAND CONVEYED TO VALLEY DEVELOPMENT GROUP, INC. BY DEED DATED 12 NOVEMBER 1997, FURTHER DESIGNATED AS LOT--27 AND LOT 28, WOODBROOK VILLAGE N SECTION 1, DEED OF DEDICATION DATED 18 MAY 1998, SAID DEEDS RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF FREDERICK COUNTY, VIRGINIA IN DEED BOOK 891 AT PAGE 1526 AND DEED 905 AT PAGE 097, RESPECT/ VEL Y. CE( CHARLES E. OAS, JR., L.S. P.I.N. 6313-2-1-27 ZONED: RP USE: RESIDENTIAL PLAT SHOWING P.I.N. 6313-2-1-28 ZONED: RP USE: RESIDENTIAL BOUNDARY LINE ADJUSTMENT Between Lot 27 and Lot 28 ,LTH OF yf WOODBROOK VILLAGE N SECTION 1 0 , BACK CREEK MAGISTERIAL DISTRICT o 198-576 FREDERICK COUNTY, VIRGINIA DATE: 8 OCTOBER 1998 COVER SHEET SHEET 1 OF 2 No. 001945 & 1Le'��T T( MARSH I[ lECir�irl� ID _ V 9 O� Land Surveyors, P.L.C. Strect Winchester, Virginia 22601 SURN 139 North Cameron (540) 667-0468 Fox (540) 667-0469 rx I AGE EASEMENT �� "DRAINAGE / 20' SANITARY SEWER EASEMENT 'roJ QJ'40 E/60. 58, R9 N06'17'47" 48.51' ~ 25 g LOT 28 nT �� 5,611 SQ. FT. (ADJUSTED AREA) 3 5,656 SQ. FT. (ORIGINAL AREA) DWELLING o� UNDER Z CONSTRUC110N 58533 40"W 60.5g V �L /V 0 15 30 60 Graphic Scale in Feet 1 .=30, l'.. .1.8g, ORIGINAL I•'.•'' ••.••.� LOT LINE HEREBY I VACATED j g� 2.0 15.O'I " .. LOT 27 I� 5,636 SQ. FT. (ADJUSTED AREA) I� 5,591 SQ. FT. I ORIGINAL AREA) R' 0'W NOTES 1. NO TITLE REPORT FURNISHED. 2. EASEMENTS MAY EXIST THAT ARE NOT SHOWN ON THIS PLAT. 3. IRON RODS FOUND OR SET AT ALL PROPERTY CORNERS. PLAT SHOWING BOUNDARY LINE ADJUSTMENT Between Lot 27 and Lot 28 WOODBROOK VILLAGE N SECTION 1 ��%` BACK CREEK MAGISTERIAL DISTRICT ZNo. 198-576 FREDERICK COUNTY, VIRGINIA DATE: 8 OCTOBER 1998 SCALE: 1"=30' SHEET 2 OF 2 1945q -qB MA][ZS H[ & LEGG E�O�Land Surveyors, P.L.C. Rv�' lag north Cameron street Wtnclmster, virQlnla 22601 (540) 667-0466 Fax (540) 667-0469 �c a COMMONWEALTH of VIRGINIA CHARLES D. NOTTINGHAM COMMISSIONER Mr. Greg Unger C/O Oakcrest Builders, Inc. 2055 Valley Avenue Winchester, VA 22601 DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE EDINBURG. VA 22824 February 5, 2001 Ref: Woodbrook Village Route 706, Frederick County Dear Mr. Unger: JERRY A. COPP RESIDENT ENGINEER TELE(540)984.5600 FAX (540) 984-5607 I have performed a final inspection of the referenced development and found no deficiencies due to materials or workmanship. Prior to the acceptance of Woodbrook Lane into the State Secondary System, you will need to provide VDOT Items 1, 2 & 3 of the attached required information sheet. These items should be sent directly to me. Once this information is received, I can then provide a legal description of this street to the County for the necessary Board of Supervisors resolution and at that time an addition date can be established. Also at that time, the surety and maintenance fee amounts can be determined. Should you have any questions or need assistance with this process, please call me at (540) 535-1828. DAH/rf Attachment xc: Mr. Bill Stover Mr. Eric Lawrence Mr. Evan Wyatt Sincer ly, g4, Dave A. Heironimus Hwy. Permits & Subd. Specialist Sr. RECENED FEB 0 7 2001 NT WE KEEP VIRGINIA MOVING COUNTY OF FREDERICK. VIRGIA DEPARTMENT OF INSPECTIONS Caller Time Called Date Called Phone No. Time Requested ~� �' Date Requested Received By Date of Inspection Q PERMIT HOLDER NAME RT. NO. Lot No. STREET NAME DIRECTIONS SEC. No. SUBDIVISION DISTRICT BUILDING NO. PLUMBING NO. ELECTRICAL NO. MECHANICAL NO. SIGN NO. PERMIT FOR: Type of Inspection Residential Commercial Footers Setbacks: FR BK L R Slab Draintile Gas Fire -up Final Electrical Water Service Framing Final Mechanical Sewer Rough Electric Final Site Plan Rough Plumbing Rough Mechanical Final Building Fire Marshall Groundworks Gas Piping/Test Final Plumbing Special/Complaint Other: Time In: Z—' Temperature Cut in No. Time Out: z" �� Weather a �� Results: Approved Rejected Comments: �� f i /�, , C' fiG� r S n 61 Signature Date 1/7-V -9 �. aw r � s` , - l COMMONWEALTH H of VIRGI IA DEPARTMENT OF TRANSPORTATION AVID R GEHR EDINBURG RESIDENCY D AVID It GE R 14031 OLD VALLEY PIKE COMP.O. BOX 278 EDINBURG. VA 22824-0278 November 16, 1998 Mr. Greg Unger C/O Oakcrest Builders, Inc. 2055 Valley Avenue Winchester, VA 22601 Dear Mr. Unger: JERRY A COPP RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 9845607 Ref: Woodbrook Village Route 706 Frederick County On November 12, 1998 we performed an inspection at the referenced development to determine existing VDOT concerns. Based on this inspection, VDOT has the following concerns: 1. Remove and replace cracked sidewalk on the right side of Woodbrook Lane at Station 8+15. 2. Remove and replace cracked sidewalk on left side of Woodbrook Lane at Station 3+50. 3. Fill lift holes with mortar in drop inlet tops throughout project. 4. Install SM-2A surface asphalt on Woodbrook Lane. Once the above concerns are addressed, please call to schedule a reinspection. Should you have any questions, please call. SAM/rf xc: Mr. Dave Heironimus Mr. Bill Stover Mr. Mike Hammer Mr. Eric Lawrence Mr. Kris Tierney Sincerely, Steven A. Melnikoff Transportation Engineer WE KEEP VIRGINIA MOVING 2055 Valley Avenue wnchester, VA 22601 540.722.4100 Building Quality Homes Since 1974 C October 26, 1998 Mr. Mike Ruddy Frederick County Planning & Development 107 N. Kent Street Winchester, VA 22601 C RE: Bonding for Ridgecrest Court in Woodbook Village Dear Mike: I certainly appreciated the opportunity to meet with you and Eric regarding Woodbrook Village and some of the upcoming questions regarding bonding issues. One of the first items that we need to resolve is bonding forRidgecrest Court which is the private road we currently have construction activity on. I had requested Mike Hammer to give me a price on what exactly the asphalt amount would be for Ridgecrest Court. He has sent me a letter dated October 21, 1998 indicating that amount to be S5,719.00, which 1 have included. We currently have a bond with Frederick County forWoodbrook in the amount of S70,000.00. Based on a letter from Mike Hammer dated September 28, 1998, breaking down items that were not completed at that time, we have completed a number of the items. Such as the 827 L•F of sidewalk in the amount of S9;660.00, one private entrance to be installed priced at $850.00 and (2) 30' CG- 9B entrances priced at S3,400.00 and lastly, Rosewood Lane has the first coat of asphalt completed which represents about 2/3 of the S32,400.00 expense in completing this road. I would like to propose to you that we incorporate Ridgecrest Court into the S70,000.00 bond we currently have established which appears has plenty of leeway within this bond. Auer your review, please give me a call to see if this is acceptable. If so, I would assume the only thing we need to do is have an inspection showing Ridgecrest Court and the stone base that is being installed. Looking forward to hearing from you soon. With best regards, Jim Vickers J V/j Enclosure t • • 1 • • 0. . Clifford & associates �c g><lbert w. , INCORPORATED 1972 Engineers — Surveyors — Land Planners — Water Quality 21 October 1998 Valley Development Group 2055 Valley Avenue Winchester, Virginia 22601 Attention: Mr. Jim Vickers RE: Woodbrook Village Ridgecrest Court — Asphalt Dear Jim, Board of Directors: President: 'lliomas J. O'Toole, P.G. Vice Presidents: Charles G. Maddox, Jr., P.E. Earl R. Sutherland, P.E. Ronald A. Mislowsky, P.E. David J. Saunders, P.E. Directors: P. Duane Brown, L.S. William L. Wright Midiael /- IIammer "Iliomas W. Price Per your request, the estimated cost to pave Ridgecrest Court is $5,719.00. This estimate is for asphalt only and was calculated using the road pavement detail shown on the drawing (22'W x 485 L x 2" depth of SM-2A). It is estimated that 133 tons of SM-2A will be needed at $43 per ton. If you have any questions please call. Sincerely, gilbert w. Clifford & associates, inc. Y-" W"4�� Mike Hammer TOUTUNA- 200 North Cameron Street, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-mail gwclifT'@nnnsinc.com AlennberAmerican Consulting Engineers Council 1998 16:10 5406650493 • G W CLIFFORD & ASSOC • HAUL Ul 28 September 1998 gilbert w. clifford & associates, inc INCORPORATED 1972 Engineers Surveyors --- Land Planners --- Water Quality Mr. Tim Vickers Valley Development Group 2055 Valley Avenue Winchester, Vffginia 22601 RE: Woodbrook Village Dear Jim, rr"Wwnt: Thonm J. O'Toole. F.F. Vke PrtaHeafb: Charles E. Maddox, h.. P.E. Earl R. Sulh-xlmd. P.E. Ronald A. Misluwyky, P.E. David 18sundms P.E. DtrscWrv: P. Duano &uvm. I.s. William L. Wri& M chaol A Hammy Thomas W. PriLv As requested I have visited the site and reviewed the contract quantities to determine an estimated value of the work remaining for your use in discussing a Bond Amount with Frederick County. The following comments are based upon my review. • All sewer (both on site and off site) and water utilities are complete with the exception of the private water service laterals the costs of which are not normally bonded. All water mains, fire hydrants, meter boxes, manholes, gravity sewer piping and laterals have been constructed. • The road work (excluding the private roads) is complete with the exception of the following. 1) 827 LF of sidewalk. The sidewalk width is 5' and based upon L.F. Franklin & Sons unit price of $21.00 sq. yd. A value of $9,660.00 remains to complete the walks. 2) One (1) private lot entrance remains to be installed where the fire hydrant was recently relocated. The value of this entrance is estimated at $850.00. 3) Two (2) 30' CG-9B entrances remain to be installed off Rosewovd Lane. One for Sweetbriar Court and one for Brookfield Lane (private roads). The estimated cost of these entrances is $1,700.00 each or $3,400.00. 4) The 2lB stone has been placed. Asphalt remains to be placed and it is my understanding, based upon a conversation with Greg Unger of your office, that you have agreed to APAC's (L.F. Franklin & Sons, Inc.) proposal to install an intermediate mix with the final top coat of SM-2A to be placed once all building construction is complete. Based upon APAC's letter to Greg Unger dated August 28, 1998 the total cost of asphalt per this change is $32,400.00. 200 North Cameron Strut, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 e-tttail gwcliff@tnnsinc.Coln Member Amerlcan Consulting Engineers Council ITJb lb: lb 54bbb5b4yJJ G W CLIFFUHU & A55UC gilbert w. cliffurd and iaeociates, inc Page 2 HAut Oz 5) All storm drainage has been completed with the exception of ditch grading in the areas where additional borrow material is needed to bring the areas to grade. These areas are located in Phase II and may not be required to be bonded in Phase I. The estimated value of this grading is $9,000.00 and is based upon the amount remaining in APAC's contract to complete this work. This item is not included in the total bond amount below. Using the quantities and estimated value of the work remaining it appears a bond amount of approximately S46,310.00 would be sufficient. Some bond amount for final seeding and landscaping may be required by and will need to be discussed with the County. If you have any questions or wish to discuss any of the information provided please do not hesitate to call. Sincerely, gilbert . Clifford & associates, inc. ike Hammer MAHM 0 (�e 2055 Valley Avenue Winchester, VA 22601 540.722.4 100 September 29, 1998 Mr. Mike Ruddy Frederick County Planning & Development 107 N. Kent Street Winchester, VA 22601 RE: Letter of Credit for Woodbrook Village Dear Mike: Fax # 678-0682 I would like to finalize our Letter of Credit for the bonding that is required for Woodbrook Village Section I. I have enclosed a letter from Mike Hammer of Clifford & Associates indicating the site work that has not been completed. The breakdown that he has provided in this letter has totaled $46,310.00. In my discussion with you for the amenities that is required by Frederick County for the 1" section of Woodbrook Village, is in the amount of $10,400.00. This leaves the small amount of area that needs seeded and some landscaping for screening purposes. We have estimated this amount should be between $8,000.00 to $10,000.00. We have elected to increase that amount to $13,290.00 which would bring our Letter of Credit requirement to $70,000.00. We will be providing this Letter of Credit to you by Thursday or Friday of this week. I certainly appreciate your quick response to the information we needed to complete this transaction. If any other documents are needed to support this completion of Letter of Credit, please do not hesitate to call. Look forward to talking with you soon. With best regards, ilm Vickers JV/j enclosure Building duality Homes Since 1974 i 09/28/1998 1 5406650493 G W CLIFFORD & ASSOC 28 September 1998 il�c 0 g w. clifford & associates, hic INCORPORATED 1972 Engineers Surveyors Land Planners — Water Quality Mr. Jim Vickers Valley Development Group 2055 Valley Avenue Winchester, Virginia 22601 IRE: Woodbrook Village Dear Jim, rr"W"VL. Thomas I. 07wic. P.F. v{ce Fr"Wenta: Chart= E. Maddox. h.. P.E. Eul R. Suthcrl4nd. P.E. Ronald A. %sluwlky. P.E. David J. 3smdnr; P.E. blr"Ury P. Duano Brown, I.S William L Wright Micfizd A Hammer Thomas W. Price As requested I have visited the site and reviewed the contract quantities to determine an estimated value of the work remaining for your use in discussing a Bond Amount with Frederick County. The following comments are based upon my review. • All sewer (both on site and off site) and water utilities are complete with the exception of the private water service laterals the costs of which are not normally bonded. All water mains, fire hydrants, meter boxes, manholes, gravity sewer piping and laterals have been constructed. • The road work (excluding the private roads) is complete with the exception of the following. 1) 827 LF of sidewalk. The sidewalk width is 5' and based upon L.F. Franklin & Sons unit price of $21.00 sq. yd. A value of $9,660.00 remains to complete the walks. 2) One (1) private lot entrance remains to be installed where the fire hydrant was recently relocated. The value of this entrance is estimated at $850.00. 3) Two (2) 30' CG-9B entrances remain to be installed off Rosewood Lane. One for Sweetbriar Court and one for Brookfield Lane (private roads). The estimated cost of these entrances is $1,700.00 each or $3,400,00. 4) The 21B stone has been placed. Asphalt remains to be placed and it is my understanding, based upon a conversation with Greg Unger of your office, that you have agreed to APAC's (L.F. Franklin & Sons, Inc.) proposal to install an intermediate mix with the final top coat of SM-2A t� be placed once all building construction is complete. Based upon APAC's letter to Crreg Unger dated August 28, I998 the total cost of asphalt per this change is $32,400.00. 200 North Cameron Strut, Winchester, Virginia 22601 (540) 667-2139 Fax (540) 665-0493 c-mail gwcliff@mnsinc.com MemberArlmncan ConsultingEnRirleers Council i 09/28/1998 16:10 5406650493 6 W CLIFFORD gVert w. Clifford and associates, inc • Page 2 5) All storm drainage has been completed with the exception of ditch grading in the areas where additional borrow material is needed to bring the areas to grade. These areas are located in Phase II and may not be required to be bonded in Phase I. The estimated value of this grading is $9,000.00 and is based upon the amount remaining in APAC's contract to complete this work. This item is not included in the total bond amount below. Using the quantities and estimated value of the work remaining it appears a bond amount of approximately $46,310.00 would be sufficient. Some bond amount for final seeding and landscaping may be required by and will need to be discussed with the County. If you have any questions or wish to discuss any of the information provided please do not hesitate to call. Sincerely, gilbcrt . Clifford & associates, inc. ike Hammer MAT-iM a• 1. 5 2.6 x t I wv 0 0 0 0 '/ COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 May 28, 1998 Mr. James Vickers Valley Development Group 2023 Valley Avenue Winchester, VA 22601 RE: Approval of Woodbrook Village Site Development Plan #018-98 Dear Jim: The Frederick County Planning Department administratively approved Site Plan #018-98 for the above referenced site plan on May 18, 1998. This site plan, for the development of eighty-one (81) residential multiplex units on 19.59 acres, meets all County requirements for development within the RP (Residential Performance) zoning district. The development of this property also includes the construction of a 1,800- square-foot community center, access to the multiplex residences via both state maintained and private roads, emergency and pedestrian access to the adjacent zero lot line development, and the provision of residential separation buffers in addition to a landscaped buffer adjacent to the Opequon Church. As previously agreed upon, final certificates of occupancy for residential units within Phase I will be withheld until bonding is in place for any remaining work associated with the subdivision and/or site plan. Further, no building permits for construction of residential units within Phase II of the development will be issued prior to the subdivision of Phase H. I have provided you with two copies of the approved site plan. Please keep a copy for your files and maintain an approved copy on the construction site. Once the site development has been completed, the owner should contact this office to schedule an on -site inspection. Please contact me if you have any questions regarding this letter. Sincerely, Michael T. Ruddy Planner H MTR/cc cc: Margaret B. Douglas, Back Creek District Supervisor Joe C. Wilder, Engineering Technician Garland Miller, Winchester/Frederick County E.D.C. Robert Mongold, Frederick County Real Estate Steve Gyurisin, G. W. Clifford & Associates 107 North Kent Street • Winchester, Virginia 22601-5000 • FINAL PLAT Back Creek Magisterial District Frederick County, Virginia Old Opequm. *chem •�. 30 _ 1 OJECT. / _ oo' _ �. . O . - 750 1gt, •• • ��l ' .^: 1 I: 800 e� , vicinity Map •�% -� \ Scale. 1"-2000' APPROVED BY City of Winchester Public Works Date Planning Commission Date Subdivision Administrator Date Va. Dept. of Transportation Date OWNER'S CERTIFICATE The above and foregoing subdivision of land, as appears in the accompanying plats, is with the free consent and in accordance with the desires of the undersigned owners, proprietors, and trustees, if any. Date NOTARY PUBLIC a Notary Public in and for the State of Virginia, at large, do certify that whose names are signed to the foregoing Owner's Certificate, have acknowledged the some before me in my state. Given under my hand this_ day of __ _—_ 1998- My commission expires ____—_-------- SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this subdivision is a portion of the land conveyed to Valley Development Group, Inc. from Bowman Trucking Company, Inc. and Fred L. Glaize, III by deed dated November 12, 1997, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 891 at page 1526. EXISTING ZONING: RP D EXISTING USE. VACANT P. Duane Brown, L.S. The property represented herein is a portion of the property shown on Frederick County Tax Map 63((A)) as Parcel 39. DATE MARCH 31, 1998COVER SHEET FILES "WB—HC.DWG" gilbert w. difford do associates, IncSHEET ENGINEERS — LAND PLANNERS — SURVEYORS 1 q18a•-C ads Grwnwkh Drtye 200 North ca heron strwt OF Fredericksburg. Vtyk+la 22401 Wlnctrsrtsr, Vtryk�la 22t101 9 (540) 898-2115 (540) 687-2139 Curve Table CURVE RADIUS I LENGTH 31 TANGENT 49.19 CHORD 7J. 33 BEARINC S48 39'33 1 55. 00' 2 35.00 265. 29.44' 15.65' 28.58' N17'14 46 3 275.00' 35.40' 17.72' 35.37' N37'39'12 Lots 41 through 81 are Multiplex Units. MINIMUM SETBACK REQUIREMENTS 35' from Road Right —of —Way 20' from Private Roads 25' from Rear Perimeter Boundary 15' from Side Perimeter Boundary Area Summary DEL TA 276 22'46 48'11 Area in Lots 4.6208 Acres Area in Open Space 3.8895 Acres TOTAL AREA SUBDINDED 8.5103 Acres Number of Lots 41 Average Lot Slze 4,909 Sq. Ft. Minimum Lot Size 4,118 Sq. Ft. DRAINAGE EASEMENT ... SANITARY SEWER EASEMENT WATER EASEMENT INGRESS —EGRESS EASEMENT — _ _ _ _ � I FINAL PLAT -- T$ of(000000) Vc��Back Creek Magisterial District Frederick County, Virginia P. DUANO BROWNDATE: MARCH 31, 1998CURVE TABLE FILE#: "WB—HC.DWG" yilbert w. ciifford & associates, inaND.1285 ENGINEERS — LAND PLANNERS — � ��wron str«t SHEET tsa-c ad. c .W*A 224rtw �,�, "la 22501(54o�2115 22401 (W) 6a7-2139 OFSURV9 �b24 O �,P 1 3 ` 7 1 23 0� Q 22 c'�(S29 46 05 E) \i h0 ,1 / 41 ,� 3, Q o DO �6 5, 536 SF 1g oo_ ? 42 N�0/ — Ro _ \ \Z \ 4,118 SF 9 ,7 21 h 4,118 SF 94 /.'.'. -V � 26� �, o\ •ems � s�\..y �,�� 0 ss �, ... . 2 S37'06'05"W �`r�`//\oo- g 17.95 44 f� 48 5,536 SF \ 9 5.474 SF Sp,\ � ��1.•..// 1 r'�_soF---•B.R.L. 26� 'oo\ ,zj sv,� a�J �\60 6'�g '...'� /� 47 / 4,118 SF E \ y .......... oo\ \ 2 / /l` 59 Aso �� g1 46 \ 1�y \ �� /.'..' ' / // i \ •' • •� � Q Z� 4,118 SF 60 QQ� SEE SHEET `y 45 B.R.L. O / / �/i, 7 OF 9 5, 536 SF F<1 oqk 52 61 \ A�b� •See Sheet 2 of 9 forMinimum Setback Requirements 53 and Curve Table / ..• • • • •% FINAL PLAT �yTH °F Back Creek Magisterial District Frederick County, Virginia P. DUANE UO BROWN DATE: MARCH 31, 1998 SCAM: 1"=50' ALE#: "WB-HC.DWG" gfilbert w. difford & associates, inc. N0. 1285 ENgN� S - LAND PLANNERS - SURVEYORS 150—C ae. (rtwkh orhi. 200 Borth Cameron Strwt SHEET Fnderi kd-,y. Vh* io 22401 Yhdmtw. W*1a 22M 3 < �� (MO) e96-2115 O 25 50 100 (540) Ee7-2139 OF suR 9 F-I L • V ,I' SEE SHEET 3 OF 9 WOODBROOK W 1 LAGE 21 SEC 44 (S 6 48'00"W) 45 I I O DRAINAGE ESM'T I O Q R=25. 0,' (49. N52 26 13 L=46.0W S37'07'S1 "W -.O�......^ 19" 91. 50, S29"3) 54�--^ (78.2).:.:.:..:.:•. ^ � .. ...:.. .....'.'. (N3T0605 E 165. 0) .. .. . =7�(S4339'48"W 251.1) 24' ,�20' SAN. SEWFR ESM'T TANGLEWOOD LAANEio INGRESS -EGRESS ESM L RD.).�^ �_L_L_LLLLLL U� y(vl OPEN SPACE 18.5, C 540.50' 3.8895 ACRES _ N37'06'05"E __ _ _ - - - 00 - - = 60.00' T(3,)4 00'FlaR.L. 60-0 46.313) Z z .N)49 cn 52� I W r 51 cn I �' 4 118pSF o I chi, 5, 456 SF W cn Z I ci, 53 I �+ 5, 490 SF O of 5, 490 SF o I NZE o 14,118 SF �/`m CA ZE 54 DRAINAGE ESM'T .............. �"��/ (8. 8) 57.19' N 60.00 45.00' - - ............ . 45.00' - 60.00' ' ' ' ' - '.'.'.'.'.'.'.'.S3T0605'W...537.69'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'..'. 20' DRAINAGE ESM T::::.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:_.:_.:_.''''..'.'`............... Too' RESIDENTIAL SEPARA TION BUFFER put PLAlNf7ELD HEIGHTS Zoned.- RP Use: Residential LOT 13 63B ((1)) 13 JOYCE M. PLUMMER OR 650 P 90 ►.NTH 0F D N�n P. DUANE UO BROWN NO, 1285 �4) SURVO ,-� OPEN SPACE 3.8895 ACRES S37 05'28"W 497.86 63 ((A)) 37 CLINTON L. and PEGGY L RITTER DB 554 P 548 Zoned: RP Use: Residen tial CO ,q- 0 h T 63 ((A)) 38 BETTY BARTON S77NE and PATRICIA BARTON HARRIGAN DB 791 P 301 Zoned.- RP Use: Vacant See Sheet 2 of 9 for Minimum Setback Requirements FINAL PLAT �`�' u►�ncd hi �• a►a► I. � i I I �.t� c� � � c� �' 1 i a► u� Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 31, 1998 1 SCALE: 1"-50' 1 FILE#: "WB-HC.DWG" gllbert w. dlfford k associates, Inc. ENGINEERS - LAND PLANNERS - SURVEYORS 150—C Owe Gmmnwkh Drtm 200 North C son Str«t SHEET Frodwkkd-,% Vkgk* 22401 Winch"taf Vk+ is 22M 4 (W) 80e-2115 0 25 50 100 (540) W7-2139 OF ■= 9 SEE SHEET 7 OF 9 SEE SHEET 3 OF 9 I / v 1 — 20' WATER EASEMEN 45 63 .•.•.• • 20 DRAINAGE EASEMENT ASS). 62 20' SA�N. SE6YFR ESM T 9 KJ (S43 39 48 W 251.1) ,j9�22 �'S4"W R=25.0' 24' INGRESS—EGR\SS ESM' y _ �l L=65,8! 555' TANGLEWODD LANE (PRIVATE RD) 3.8895 ACRES -� ——R=87.0'• — — — 118.5' _OPEN SPACE _ — N37'06'05"E 540.50' _ _ 45.00' 60.00 p rn 45.00' B.R.L. � 60.50' �- 15 0 N LQ co N W can rev co �' ° cfi 55 I c" 54 I w 53 Lzy"ho �o Ui 56 I cn 5,490o I cJi W `�° ci, 58 i W 57 v, I � o 16 5, 490 SF o I SF m° cn l c" o 1 (j 4,118 SF o 1 �" 4,118 SF oIcn 5,536 SF U, ----- ----- cn ZE --- -- 60.00' _ 60.00' — — .... 60.50' — 45.00, 45.00' :.... .... ... ............ S37'06'05"W 537.69'.'.'.'.'.'.'.'.'..'.'.'...'..'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'..'.'.'....'..'.'.'.. ................. _ .�.— — ..........20' DRAINAGE EASEMENT ._.... — 100' RESIDENTIAL — SEPARA 770N BUFFER OPEN SPACE 3.8895 ACRES S32'41'44"W S37'05'28"W 497.86" 150.21 / 63 ((A)) 37 I CUNTON L and PLAINFIELD HEIGHTS PEGZoned. L RITTER548 I • RP Use: Residentlal LOT 13 DB 5 P 548 / DB LOT 12 63B ((1)) 13 Zoned. RP Zoned. LOT 11 63B ((1)) 12 JOYCE M. PLUMMER en Use: Residential 63B ((1)) 11 I ALBERT A. and / DB 650 P 90 ROBERT F. LANTZ, JR. SYLVIA F. MCDONALD \ and MARTHA Al. LANTZ DB 681 P 640 / DB 339 P 669 I / See Sheet 2 of 9 for I Fmum Setback Requirements FINAL PLAT TS of Dr �v ��Q��DIP®(ID� vIl�age a 2edA(@1M'2 Back Creek Magisterial District Frederick County, Virginia P. DUANE �, O BROWN a DATE: MARCH 31, 1998 SCALE: 1"=50' FILE#: "WB—HC.DWG" gg11bert w. clifford do associates, inc. N❑. 1285 ENGINEERS — LAND PLANNERS — SURVEYORS 15a—C CkW cr..n, kh ortw 200 North Comww stn.t SHEET Fredwidc�+n. V+yir�ia 22401 Whdmter, V1r*1a 22W 5 <q o� Hp (540) M*-2115 0 25 50 100 ��0) �7-21� OF SUR�� 9 • • TANGL EWV OO LANE (PRIVATE RD. ) 64 \��j.. �� -- INGRESS -EGRESS ESM'T 55 20' DRAINAGE \ \� EASEMENT � rn L=179' f J / o R=55.5' / \ L=30.6" 20' SAN. SEWER 56 / I EASEMENT R= 25.0' 57 r-3/ y� 20' WA TER EASEMENT P 9.4 58 5/ LOT 12 63B ((1)) 12 ALBERT A. and SYL NA F. MCDONAL.D \ F.Q DB 681 P 640 OPEN SPACE \ 3.8895 ACRES 63 ((A)) 40 BOWMAN TRUCKING COMPANY, INC. and FRED L. GLAIZE, LT DB 598 P 541 DB 891 P 1521 Zoned: RP Use: Vacant See Sheet 2 of 9 for Minimum Setback Requirements H op P. DUANE O BROWN NO. 1285 %n SUR`/00v h�. PLAINFIELD HEIGHTS Zoned: RP Use: Residential LOT 11 63B ((1)) 11 ROBERT F. LANTZ, JR. and MARTHA M. LANTZ DB 339 P 669 LOT 10 / 63B ((1)) 10 NINA J. FLEENOR DB 822 P 1539 HNAL PLAT WOVOT00 k �nIlIl��c� ®rm Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 31, 1998 SCALE: 1"-50' FILE#: "WB-HC.DWG" ggObert w. clifford k associates, inc. ENGINEERS - LAND PLANNERS - SURVEYORS 15G-c ae. D oon v d DrM 200 North carn.m Str..t SH EE T Frodwickmb r% VYphia 22401 Whdowtor. V►phb 228M 6 (w) am-211s 0 25 5C 100 (540) e67-2139 OF � 9 • • 63 ((A)) 40 68 SEE SHEET 8 OF 9 BOWMAN TRUCKING I ROSEWOOD Xn2 COMPANY, INC. iyg 6/ and FRED L. GLAIZE, X 2261g E DB 598 P 541 ' 9� SO, DB 891 P 1521 0 W �/ 00� ��l Zoned: RP Use: Vacant 67 I �C�,S��JP 9 — �(N23'02'34 "E) 5,490 SF�� (01 N52261g � of ,�� N522619 E g 1--25' B.R.L. 48 00 a I `O �y0`r10�/ Io B.R.L;--�---- 66 ' I��o 595,5J6 SF 01 5,490 SF I I / INGRESS -EGRESS ESM'T V N52 261g �E g1.50 J �� 55226 79 w_ 9,, 50. o / 47 N/h 60 Z �,� / 4,118 SF Oo� I N % o cV I / 4,118 SF cl I N52261gE9>5p' �'I-I ^l� S5226jgWg�Sp, 46 cb Ih 61 ' 4,118 SF oo/ 18 5 -� I 4,118 SF N52• �� 185 s522619" W 26'1g E 97. 5O, I 1Iy gr 5o, h / B. R. L. r. C) 45 _ o' 0 62 ' 5,536 SF o . 0 5, 536 SF h 0 `.. SS3948W251.1'--�0� SS _ 2 26 T� �— 226 _79 W g15 p' _ IgJ`W�g� SO , N h N SEE SHEET 6 / L=57 9' _ r TANGLEWOO LANE `��E FS ; ............... . TIT- 20' WATER ESM'T - I OPEN SPACE 3.8895 ACRES 58 -- nSEESHEET 56 See Sheet 2 of 9 for Minimum Setback Requirements OF 9 5 OF 9 and Curve Table F rj% I ,7,5 701 GO p P. DUANE O BROWN NO. 1285 3-, tip SURNAE _A( FINAL PLAT Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 31, 1998 J SCALE: 1"=50' FILE#: "WB-HC.DWG" gilbert w. clifford do associates, Inc. ENGINEERS - LAND PLANNERS - SURVEYORS 15G-.0 Me p,ewwkh Drtw 200 North Coma= Strwt SHEET Fndorkk+bur9. Vh*k 22401 Wk►chMbr, Vtrgtnla 22501 7 (540) e0e-2115 0 25 50 100 (540) 557-2139 OF 1 9 i 63 ((A)) 40 SEE SHEET 9 OF 9 / BOWMAN TRUCKING • • • • • • • 75 COMPANY, INC. 74 76 and FRED L GLAIZE, III N5�261s" 20' DRAINAGE EASEMENT X'. �— OB 598 P 541 E 91.50� / 77 DB 891 P 1521 0 Zoned. • RP h / Use: Vacant y 73 j \ / 2p, SgN N S ' 4,118 SF � 1 / %� 22619"e 91.50, 18.,5 / .� , , , .N. .. o 1B S' .'.'.:....:.:.:.:..-...-2.90 h (S5j 04 11 "H. 9 . �.. . y 72 I� 79 8.8), (10-6) N522 4,118 SF /IN5,5J6 SF GRESS—EGRESS ESM'T 61gE 9, SO' III / O 1/ S5 22619 {y 36 91 �o C0 Op 1---25' B.R.L. = I 5p, 10 Z O co ro 71 °j 5,490 SF p o / / 80 4,118 SF 00 I N52 261g "E — ro II '� I S52 2619 "W 91.5 v 35 W —_9j.50' 0 Q o B.R.L.—� I I , �0 81 co 70 I ;� �R-62.O �0 5,536 SF �o o 5,490 SF p rj L152.5' =32.2' p O <o �_R=38.0' — I'BIRIL. �0 34 m N52261gE 9 15 p ry l ` \��pa,. 55226 jg 9`G15(6.8)...' 69 I 4,118 SF N,52261g"E g1= O 68 I 4,118 SF SS�9 "w 91 I 67 See Sheet 2 of 9 for Minimum Setback Requirements and Curve Table � .. ►.t,TH op y P. DUANE O BROWN NO, 1285 3 , J"o SUR��OrT (L=66.0) h I Q� 1 ROSEWOOD LANE 50 RIW v- j 2 N4120'27 E 20' WATER ESM'T — — — -150. 45' — ��S��J WATER ESM'T_ OPEN SPACE r— — SEE SHEET 7 OF 9 48 3.8895 ACRES FINAL PLAT Woodbiroolk Vie cedn®in 2 Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 31, 1998 1 SCALE: 1"-50' 1 FILE#: "4VB—HC.DWG" giibert w. ciffford & associates, inc. ENGINEERS — LAND PLANNERS — SURVEYORS 150—C CW@ Qm..kh Drfw 200 Borth Carnwon Str"t SHEET FnWwkkd-v. Vkgkik 22401 WkxMrGr, Vk*1Q 22M S (540) NO-2115 0 25 50 100 (540) W7-2139 OF 9 0 • I 63 ((A)) 40 BOWMAN TRUCKING COMPANY, INC. I and FRED L. GLAIZE, N DB 598 P 541 DB 891 P 1521 I Zoned: RP Use: Vacant 63 ((A)) 19 OPEQUON PRESBYTERIAN CHURCH DB 121 P 278 Zoned. RA Use: Church 112. 99' �" N56 5, 22 E 324.44' 60.50, _ 25' LANDSCAPE 45.00' 1 45.00, ---- EASEMENT OPEN SPACE 6O 95, 3.8895 ACRES la `' 0 CO �W (CY) I \ "� 1 °j 6, 031 SF o 1 C6 76 �'..'.'.'.'.. = M 1 °j 4,486 SF o oS 77 a 1 °j 4, 486 SF� 78 6,0 76 SF N52_26_'19 E 91.50' —20' DRAINAGE EASEMENT 25' B.R.L. �� 50' _74 — 45` _45.00' B.R.L. Flo i 5,536 SF �I \\�i.x\ 18.7 S565522"W 211.45' ��60�5= J R = 79.2' %\ j ... c (S56 28'41 W 172.9) i108.7) S5226'19"W �..... �,% 7'7T� _ / ' ' 20 SAN. SEWER ESM T N91.50' /o 2 o __........... —S. I 79 o 72 N I �o zW 80 v l 24' INGRESS —EGRESS ESM'T 11) 71 f w I Gx (21.2) W 7 �..� ?26 19�Y• • •' c( 71.65' 0 36 l "� I See Sheet 2of9for I SEE SHEET 8 OF 9 81 Minimum Setback Requirements ►.Z,TH op D P. DUANE'��, O BROWN NO, 1285 SUR` Oo FINAL PLAT Wood roalk V llkge � Cednam 2 Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 31, 1998 SCALE: 1"=50' 1 FILE#: "WB—HC.DWG" gilbert w. clifford & associates, Inc. ENGINEERS — LAND PLANNERS — SURVEYORS 150—C aide Greenwkh Drive Zoo North conmw Street SHEET Flvderldaburg. Virginia 22401 Winchester, Virginia 22t101 9 (540) 895-2115 0 25 50 100 (540) 587-2139 OF 9 0 0 F, � L C 0 P, � `J COUNTY of FREDERICK Department of Planning and Development 5401665-5651 FAX: S40/678-0682 April 6, 1998 Mr. Steve Gyurism Gilbert W. Clifford & Associates, Inc. 200 North Cameron Street Winchester, VA 22601 RE: Review of Woodbrook Village Site Development Plan #018-98 Dear Steve: I have had the opportunity to review the above referenced site plan submitted to our department on March 9, 1998. As you are aware, the subdivision of this property must occur prior to final site plan approval. In the meantime, the following comments, in addition to those marked on the enclosed plan, should be addressed during the revision of this site plan. 1) Please ensure that the surveyed boundaries and acreage of this parcel, and the individual lots, are consistent with the final subdivision plats. The existing property line running through the center of this development should be removed or its location adjusted. 2) On sheets 2, 3, 4, and 9, please revise the location of the required setback from the private driveway easements. This should be 20' from the driveway easements. Many of the building footprints shown appear to encroach on this setback. The location of the houses that have been placed beyond the setback lines should be revised. 3) On sheets 2, 3, 4, and 9, please clearly depict the required 25' landscape easement adjacent to the Opequon Church Property. Also, please provide an access easement to the existing cemetery from the future state road. 4) Please continue the sidewalks along the Opequon Church Lane frontage of the development. In addition, please provide a sidewalk around the perimeter of the recreational center parking area. It may be desirable to provide sidewalk/trail connections between the driveways to allow for good pedestrian circulation within the development. Pedestrian access should also be provided to the zero lot line section of the Master Development Plan. 5) On sheet 2, please show the areas of open space and provide the open space calculations. 107 North Kent Street • Winchester, Virginia 22601-5000 Woodbrook Village Site Plan Review Page 2 April 6, 1998 6) Please provide detail of the proposed sign that will be placed in the sign easement. It would be advisable to locate the sign easement 10' from the property/right-of-way line to avoid placing the sign beyond the 10' sign setback in the future. 7) Please provide a detail of the proposed lighting. 8) Please verify that the street names within this development have been approved by Mr. Larry Phillips. 9) The location and nature of all facilities necessary to meet Fire Code requirements shall be approved by the Fire Marshal. 10) Please revise the parking calculations. Parking for an indoor recreation facility is calculated at one space per 150 square feet of building. Therefore, twelve parking spaces are required. 11) Please provide a comprehensive landscape plan for this development. This plan should incorporate all parking lot landscaping, landscape easements, landscape buffers and screening, and residential separation buffers and screening. Please do not resubmit this plan until the landscaping sheet and the buffering and screening detail has been included. 12) The stormwater management plan, and the soil erosion and sedimentation control plan, shall be approved by the Department of Public Works. After you have revised the site plan, and provided the landscaping, buffer, and screening information, please resubmit one copy so that I may verify the information contained on the plan. I will then need all approved review agency comment sheets and five copies of the final site plan for approval, pending approval of the subdivision. Comment sheets are required from the following agencies: the Virginia Department of Transportation, the City of Winchester Utilities, the Frederick County Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. Please contact me if you have any questions regarding this letter. Sincerely, Michael T. Ruddy Planner II MTR/cc U \V IKPCOMMON\Sf1E RE V\WOODBRK.SPR WooD(3Roou 40(-CAq(5 3)* 198 Z4,�e SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. �( Virginia Cecartrnent of Transportation (VDOT) county Hearth Cepartment Frederick County Sanrtation Authority C;ty of Winchester Department of Planning and Development —3�( Town of Stepnens C.ty Inspecaons Cecartment Town of Middletown ✓/ Frederick County Engineer (Public Works) AirportAuthonty ✓ Fredenck County Fire Marshal Sod 3 Water Conservation Cistnct ✓ Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reprcducible copy of the Site Plan (if required) 5. A 35mm slide cf the Site Plan (if required) Site Plan Information Checklist The following information must be inducted an your site plan. If your site plan is inc cmplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Infarmation Y N 1. Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. ✓ 4. Name, address, and phone number of designer. 5. Certificate of surveyor, engineer, or architect. ✓ 6. Date plan prepared and date of revisions. 7. A Iisdng of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. ® A space labeled 'Approved by the Zoning Administrator" for the approval signature and date of approval. 2e*vlvve— Sv1140ol J S. A description of setbacks or conditions placed an the site as a result of a variance approval. (Reference the variance applicaticn number.) General Site Information Y N 10. Location map (scale 1:2000) 11. Magisterial Distnc: ✓ 12. Scale of site plan (net to exceed 1:50) 13. North Arrow 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN:) of all adjoining properties. This includes properties located across rigrnt-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels. F, • 5� General Site (can't) INO W IDu AL cw r Y N 17. Acreage of all lots included in the plan. The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. rM ol,t�i3t� ly �Ui,, 20. Location and desc:�pccn of all recreation faclities. 21 Location of sidewalks and pedestrian ways. Location and area of common open space. , <foThe location, height, and dimensions of all signs. be'A # �.P 24 Location, height, and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Building Information Y N 27. The height of all buildings and struc-ores. n�� 0� bld9. 2S. Location of all buildings, structures and uses. P2vv1IL IOCO,,P A K, 29. The proposed use of eacti tru�. building, sure and are X V, cn�' 30. Ground floor area and total floor area of all buildings with PAR calculations for commercial and industrial zoning distnc:s. Roads Y N pI�,RrV.SNra4d urn of ofexistin an lanne sheets orh� 9 P d adjoining the site. _ V 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public right-of-ways. • • 35. Location of all entrances an adjoining roads within 200 feet of the proposed or existing entrance. 36. Dimensions, boundaries, width, pavement, and construction of planned roads. L.�C�ape Utilities Y N Location of all utilities, inclufgsewer, and water lines with the size of lines, mains, and latVia.Location and width of all eacluding Ices , utility, ' 72 and drainage easements. 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parking Y N Calculations describing the required number of parking and loading spaces. 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N 43. Existing and finished contour lines. „ 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. Landscaping 1-�- Y N UMW � G 25 46. Landscaping plan describing location and types of plants to be used. 47 Location of required buffers and screening with cross sections or profiles. {�,1kka- ( �. �k,,� coyv Erosion and Sediment Control 14J Y N 48. A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12 F • Request for Site Plan Comments Frederick County Engineering; Department Mail Hand Deliver to: Frederick County Engineering Dept. 107 N. Kent Street Attn: Director of Engineering Fourth Floor 107 N. Kent Street Winchester, Virginia 22601 (540) 665-5643 Winchester, VA (540) 665-5643 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: Gilbert W. Clifford & Associates, Inc. Address: 200 N. Cameron Street Winchester, Va. 22601 c/o Stephen M. Gyurisin Phone number: (540) 667-2139 2/27/98 Name of development and/or description of the request: Woodbrook Village Location of development: South side of Opequon Church Road (Va. Sec. Rte. 706) Engineering Department's Comments: Jam. cF • • SITE PLAN APPLICATION Department of Planning and Developinent Use only. Date application received `�'��`�� Application # — Complete. Date of acceptance _ Incomplete. Date of return 1. Project Title: Woodbrook Village 2. Location of Property: Opequon Lane (at Kernstown (street address) 3. Property Owners: Bowman Trucking Co., Inc. & Fred L. Glaize, Inc. Address: P.O. Box 2598 Winchester, Virginia 22604 Telephone: 540-869-1800 4. Applicant/Agent: Gilbert W. Clifford & Associates, Inc. Address: 200 N. Cameron Street Winchester, Va. 22601 do Stephen M. Gyurisin Telephone: 5. Designer: Address: Telephone: Contact: 'Aa-,1 is 6. Is this an original or revised site plan? Original X Revised 7a. Total acreage of parcel to be developed: 19.5938 Acres 7b. Total acreage of parcel: 34.4072 Acres 8. Property Information a) Property Identification Number: 63-((A))-39 b) Current Zoning: RP c) Present Use: Vacant d) Proposed Use: Residential w/Open Space e) Adjoining Property Uses(s): Residential/Comm./Vacant/Industrial f) Adjoining Property Identification #(s): 63-((A))-19, 27, 29, 30, 31, 37, 38 & 40 g) Magisterial District(s): Back Creek I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature: Date: ' 7,7 • The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N _11Z 1. Name of proposed development. _ Z 2. Name, address, and phone number of owner. _Z 3. Name, address, and phone number of developer. 4. Name, address, and phone number of designer. 5. Certificate of surveyor, engineer, or architect. 6. Date plan prepared and date of revisions. 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. 8. A space labeled "Approved by the Zoning Administrator" for _ the approval signature and date of approval. -^ "^ 9. A description of setbacks or conditions placed on the site as a --� --� result of a variance approval. (Reference the variance --� w-' application number.) General Site Information Y N 10. Location map (scale 1:2000) 11. Magisterial District 12. Scale of site plan (not to exceed 1:50) 13. North Arrow f� 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN#) of all `-• adjoining properties. This includes properties located across "" -- right-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels.(�)J,'; L� • General Site (con't) Y N Building Information Y N Roads Y N 17. Acreage of all lots included in the plan. 18. The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. 20. Location and description of all recreation facilities. 21. Location of sidewalks and pedestrian ways. 22. Location and area of common open space. 23. The location, height, and dimensions of all signs. 24. Location, height, and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. 27. The height of all buildings and structures. 28. Location of all buildings, structures and uses. 29. The proposed use of each building, structure and area. 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. 31. Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public right-of-ways. • • 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. ✓ 36. Dimensions, boundaries, width, pavement, and construction of planned roads. Utilities Y N ✓� 37. Location of all utilities, including sewer and water lines with the `^ size of lines, mains, and laterals. 38. Location and width of all easements, including access, utility, and drainage easements. ✓� 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parking Y N ✓ 40. Calculations describing the required number of parking and -- loading spaces. 41. Location and dimensions of all parking and loading spaces, --- driveways, parking aisles, curbing and other features to be used. �✓ 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N ✓ 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. • • Landscaping Y N >✓ 46. Landscaping plan describing location and types of plants to be f used. / 47. Location of required buffers and screening with cross sections or ✓ profiles. Erosion and Sediment Control Y N 48. A stormwater management plan with run off calculations and location and description of facilities to be used. ✓ 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12 Request for Site Plan Comments Departient of Planning and Development Mail to: Hand Deliver to: Department of Planning and Development 107 N. Kent Street Attn: County Planner Fourth Floor 107 N. Kent Street Winchester, VA Winchester, Virginia 22601 (540) 665-5651 (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: Gilbert W. Clifford & Associates, Inc. Address: 200 N. Cameron Street Winchester, Va. 22601 c/o Stephen M. Gyurisin Phone number: (540) 667-2139 2/27/98 Name of development and/or description of the request: Woodbrook Village Location of development: South side of Opequon Church Road (Va. Sec. Rte. 706) Planning Department's Comments: FINAL PLAT WOO&I °61k �YnI>Il c� a �c�t�n®im Il Back Creek Magisterial District Frederick County, Virginia PROJEC AREA Old OpequQ„.' _ ,\� t• _ Vicinity ap ra00`" x Scale: 1"-2000' APPROVED BY City of Winchester Public Works Date Planning Commission Date Subdivision Administrator Date Va. Dept. of Transportation Date OWNER'S CERTIFICATE The above and foregoing subdivision of land, as appears in the accompanying plats, is with the free consent and in accordance with the desires of the undersigned owners, proprietors, and trustees, if any. Date NOTARY PUBLIC a Notary Public in and for the State of Virginia, at large, do certify that ----- whose names are signed to the foregoing Owner's Certificate, hove acknowledged the same before me in my state. Given under my hand this-- --- day of ---- _--- 1998. My commission expires ------------------ SURVEYOR'S CERTIFICATE I hereby certify that the land contained in this subdivision is a portion of the land conveyed to Valley Development Group, Inc. from Bowman Trucking Company, Inc. and Fred L. Glaize, III by deed dated November 12, 1997, said deed recorded in the Office of the Clerk of the Circuit Court of Frederick County, VIrginia in Deed Book 891 at page 1526. EXISTING ZONING. RP EXISTING USE: VACANT P. Duane Brown, L.S. �� ►.Z,TH OF D �' 1 *L The property represented herein is a portion of the property P. DUANE �, shown on Frederick County Tax Map 63((A)) as Parcel 39. O BRUWN DATE: MARCH 30, 1998 COVER SHEET FILE#: "WB—HC.DWG" NO. 1285 gilbert w. clifford do associates, Inc. SHEET ENGINEERS — LAND PLANNERS — SURVEYORS 1 200 North camvan str"t OF ENO SURNX 15o Frodw *zbOlds Greenwich.Vk 224rtye wlnchwter, Virginia 22501 (5W) SW 2 Vtrginia ?2401 (540) 557-2139 10 (540) 898-2115 Curve Table CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA 1 275.00' 35.40' 17.72' 35.37' S3739'12"W 0722'30" 2 35.00' 29.44' 15.65' 28.58' S177446"W 48'11'23" 3 55.00' 265.31' 49.19' 73.33' N4839'33"W 2762246" 4 300.00' 300.13' 163.98' 28Z77' S302954"W 5779'14" 5 250.00' 109.92' 55.87' 109.04' S4633'44'"W 25-11'34" 6 250.00' 3218' 16.11' 32.16' S3739'12"W 0722'30" 7 35.00' 53.90' 33.94' 48.73' N4743'19"E 88'13'56" 8 325.00' 315.11 ' 171.18' 302.91 ' N3122 56 "E 55 33'10" 9 225.00' 98.93' 50.28' 98.14' N463344"E 25'11'34" 10 35. 00, 29. 44' 15. 65' 28.58' S65 26'08"W 4871 '23" 11 225.00' 28.96' 14.50' 28.94' S3739'12"W 0722'30" 12 275.00' 120.92' 61.45' 119.95' 5463344"W 2571'34" 13 275.00' 262.39' 142.15' 252.55' S31 '49 28"W 54 40'06" 14 35.00' 56.60' 36.66' 50.63' S4150'09'E 9239'08" Area Summary Lots 1 through 40 are Multiplex Units. Area in Lots 4.6217 Acres Area in Open Space 5.0594 Acres MINIMUM SETBACK REQUIREMENTS Area in R/W 1.3217 Acres 35' from Road Right -of -Way Existing Cemetery 0.0807 Acres 20' from Private Roads 25' from Rear Perimeter Boundary TOTAL AREA SUBDIVIDED 11.0835 Acres 15' from Side Perimeter Boundary Number of Lots 40 Average Lot Size 5,033 Sq. Ft. Minimum Lot Size 4,118 Sq. Ft. DRAINAGE EASEMENT •.•.• ........................... SANITARY SEWER EASEMENT 1 WATER EASEMENT - - - - - - - - INGRESS -EGRESS EASEMENT - FINAL PLAT ��'��Il� C� �'' seeffolm n Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 30, 1998CURVE TABLE FILE#: "WB-HC.DWG" OSURNA& giibert w. Clifford k associates, Inc. ENGINEERS - LAND PLANNERS - SURVEYORS 150-C Me Greenwich DrtM. 200 North Cornwon street SHEET 22401 Winchert Vi�ila 22M 2 (end;1ck��'Virgirk (, 540 587-2139 10 Opequon Church Lane — Va. Sec. Route 706 S01'50'17`W (Variable Width R/W) 23.89' —�, o• S88 b9 "43 E 59.83" — _.._..—._.._173. 17-- — - — — — • - ^15' WATER 135 �_ �� g` E 5.5 v - EASEMENT 70.94.......... . r �l/00 h0 B.R.L. l/ R 7 . ' ' O... ... l O O 8/ I l 5.566 SF LU O20LQ toj4 .. r,71-4y�ul / l O O I / ^ ..................... -� cn 2 N o q4 / / 4,140 SF ..} 15' caP �� ............:. ... rn aAi l �2 r1V1 ry/ /'l 92Q / .� EASEMENT...'.'..... . 5,510 SF 1/ 11 �Cb........ .. 100' RESIDENTIAL rn 20 WA TER h . �?. ... . SEPARA TION BUFFER NO ESM'T /. „ .... j ) 7.87 Tom-" { �wE.......... t..... i .. �(585'49 31 W) 23.99" 19.05, 48. 6' N7B78?7• 20', D�INA E,ESM'T W 240 g' S8846'34'W 92.00' 1S (N83'S1 "43-W) ��SER q SAN — �. ESM �.. (35.9) I rn i243 / �.L"T/ . Gam' pRpINP 12q 1) 0 0 4 15.5 - f . o -- J r`.... . 951�:20 6, '51�W� \ c:, 5.566 SF I �. 1 \Ni I " I I v OPEN SPACE \ ,,/%��\ � I S88 46_34 W` � �. 2.6246 ACRES V.1 OPEN SPACE 92.00h�I �.. 2.6246 ACRES " (1, \ 1 5 I o I ................... EGRESS DRAINAGE ESM'T 63 ((A)) 27 WANDA M. ZICKEFOOSE DB 630 P 541 Zoned: RP Use: Residen tial 63 ((A)) 29 VALLEY AVENUE RENTAL PROPERTIES, L.LC. DB 871 P 1751 Zon cd: 83 Use: Commercial NGRESS- o .......... See Sheet 2 of 10 for EA SEMEN T --� I I I O Minimum Setback Requirements SEE SHEET 4 OF 10 I and Curve Table ft I'm, rTfl op P. DUANE tll -4 O BROWN 9 NO. 1285 0 SURV0_j4 FINAL PLAT woodb o k Mumse a aecdol n Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 30, 1998 SCAM: 1":50' FILE#: "WB-HC.DWG" gqilbert w. difford k associates, inc- GI ENNEERS - LAND PLANNERS - SURVEYORS 150—C Old* 4Ywrwkh DrM 200 North Cam.►nn Strmt SHEET Frwdwicksb r0. VFpkda 22401 wYxh4wtr. W►ginla 22t101 3 (W) e9&-2115 C 25 _`.0 /C( (W) W7-2139 OF --- 10 SEE SHEET 3 OF 10 63 ((A)) 27 h�OS�F' �`� N• _f- 20' WATER ESM'T /.'. I.......... WANDA M. r'a,l J ZICKEFOOSE -...- � ....... . o : .... ... .. OB 630 P 541 c^ Zoned: RP V. . / 100' RESIDENTIAL Use: Residential \J ENi i SEPARA 71ON BUFFER o _ .....................1 P I. PiNP E \ INGRESS -EGRESS I I . :......... . ..:.:.:...I EA SEMEN T I rn �20 I . 63 ((A)) 29 4634 "E � VALLEY AVENUE N88 ,t REN TAL 92.00' I I 4 KS.'. . * PROPERTIES, L.L.C. 5 �. ,..................... OB 871 P 1751 \... 4,140 SF I. p Zoned: B3 o \ o I Use: Commercial DRAINAGE W �; 3 4m i o 92.00' L. o EASEMENT t. o 6 I o�i rn (b �� / 5, 566 SF I .0 63 (iA)) 30 /i� I A BROKERS j,ASSOCIA TEO S8834 "'W I 74.50' 1 DB 476 P 470 / 1 //92.00 J Zoned: 82 k �P �\ / �0 s, / ................. Use: Commercial •, / / ......................... 16• s• / OPEN SPACE S01 ��// / . ��.. 2.6246 ACRES B. R.L. 7 / � �• j / �� j o y 5,536 SF / X/ _ — �/ I sra / / S88 5723"W 111.90' r'i, // p 20' I 63 ((A)) 31 2 % 8 Sp_ /y // Qh �1 CHARLES R. STINE / 4,118 SF 6 poi I DB 838 P 40 Zoned: RP / Z�c'�, Use: Residen tial 63 iiA38 9 0-j.. hp0 �5 / .. tk �y SEE SHEET 5 OF 10 // 25' B.R.L. / Elm,op "'•. •. O BROWN NO. 1285 SURV'E'�O� 1p BETTY BARTON STINE and PATRICIA BARTON HARRIGAN DB 791 P 301 Zoned: RP Use: Vacant See Sheet 2 of 10 for Minimum Setback Requirements and Curve Table FINAL PLAT W�lbU-00I� Vffimse a aecn®mM n Back Creek Magisterial District Frederick County, Virginia DATE: MARCH 30, 1998 SCAM: 1"=50' FILE#: "WB-HC.DWG" gilbert w. difford do associates, inc_ ENGINEERS - LAND PLANNERS - SURVEYORS 150-C Olds Grsmwldi Drh. 20a North Canervn Start SHEET Fredwkkab� Vrphla 22401 1MlndiMtr. Yk1*1a 22M 4 (540) OW-2115 25 50 100 (540) 587-?139 OF 10 SEE SHEEr .W — — — — 8 OF 10 559.0931 R /W 5� 1' �� ..... LAN � — EASEMEND �' /16 18 / 60.50' ?,A 1... . D 5 R�SE�oo fj-�6 0 WA R � 2 .. . —/ ,23E % �45 N- N� 00 7- 4-5. \ 9'E 15 d 14 N ... . 5 1' `D 65 68. Z,,4,140 SF"\\o,_ 5,566 SF o . to 4,140 SF o \ w \ 5,566 SF \ ? 17 \ o 5,716 SF o '19'W 45 �' 209.08 552�26 00 N 45.00 �.. SM 1. i ESQ 7z \ w\\ 92. 19 0 1.23'W�. PGE0 /, .5 4,140 SF 58.58 - 556'S DRP 12 / R \ �� •W OPEN SPACE . 41i 'S� o \ 0 55 .26'19 \ 2.6246 AC. �..... 5 j , 2 � � Lr �\ 92-0 �1 /�/ RS 242' 20 i l31 Rom" / 18.5,ON i W o \ 5,566 SF ,�/ % 32 9, �/ 00 i? � "I•�'� Z \��qPR� /�rri �. cam\ cr � •W /. `'� � / / 9 � � o \r' � 552 ar l i 2. � �- i 60' Z 51490 SF 10 ` 00' 139 i 00 5,490 SF \J . Z �`� 0o 0 � 0 22 , - 8 i r, j �N i APSE ..6o.� "8g. 00 0. 11 o w �' 7 o / Z B.R.L �4,118 SF 0 63 (()I 12 0. A 38 21 25' B.R.L , 00 BETTY BARTON S71NE and / A, 13 / " - 6 39. PA 7R/C!A BAR TON HARRIGAN 3 3 DB 791 P 301 See Sheet 2 of 10 for S� Zoned: RP Minimum Setback Requirements i Use: Vacant and Curve Table SEE SHEET 6 OF 10 FINAL PLAT �'ta of yr woahrooIk vIl e ,�--, oeca®ml n ' Back Creek Magisterial District Frederick County, Virginia P. DUANE O BROWN DATE: MARCH 30, 1998 SCALE: 1 "-50' FlIF "WB-HC.DWG" U � w. difford do associates, inc. NO. 1285 ENGINEERS - LAND PLANNERS - SURVEYORS 130-c Ok% 9j" midi D" 2W North Canoe Street SHEET FiWaloicWua V►gk 224M Wamhntr. Vk*do ZW 5 < �� (s~o) 098--2113 0 25 50 100 ("a) W7-2130 OF SURD 10 SEE SHEET 5 OF 10 / 19 rev Ap 20 19? , ��c �10 `� \ INGRESS -EGRESS.,, R EASEMENT %` � // / 5 6 / o 24 / 5,536 SF o �o �226 2 j C��/Op s 11 W C� \ 't W 4,118 SF 12 0. F/ 'oo 2 4,118 SF / s o 9 22 al 4,118 SF a\ o �(50) 5.536 SF 0 26 0 30'� s �5 2 25' B.R.L. 5,536 SF �/ 9 SSA so �/ / 0 O�0 �� _ 6 01 ` o`ro 9�6 63 ((A)) 38 BETTY BARTON STINE 5�2� and \PATRICIA BARTON HARRIGAN DB 791 P 301 Zoned: RP Use: Vacant FUTURE DEVEL OPMEN T See Sheet 2 of 10 for Minimum Setback Requirements FINAL PLAT TH of Dr w�birook S Back Creek Magisterial District Frederick County, Virginia P. DUANE O BROWN �-' DATE: MARCH 30, 1998 SCALE: 1"=50' FILE#: "WB-HC.DWG" U 99iibert w. difford k associates, inc- NO. 1285 ENUNEERS - LAND PLANNERS - SURVEYORS 150-C ae. Grvwwkh Drim 200 North Cameron Sb" SHEET Fredrfdabur4 VkVkila 22401 Wewhwtir, VkV hla 22M 6 (�ti (�� (540) sob-2115 O 25 O 00 (S4a) 007-2139 OF SURD � 10 - � -i Opequon Church Lane — Va. Sec. Route 706 (Variable Width R/W) ---- _ S88179'43 E 427.54' 63 ((A)) 19 —T (1130)_ . _134.28'- "V� i _ �.- 60.26' o, 3 OPEOUON PRESBYTER/AN CHURCH DB 121 P 278 �' a — ",14 Zoned. RA h �.. <" 1 5' WA TER ESM T :SIGN ESM T N o ;n Use. Church j i< p 4, n , Ln ...... 9 j/ / _� _ _ — (Sb 50 i TW) (S85 30 35 E) (35. 00) i (35. 00 o OPEN SPACE J 2.3953 ACRES ll DRAINAGE k(S273T00'W) J B.R.L./ / EA SEMEN T } 13 / 0. �k6 90 6� �0 �Q $ W\ Existing p15 p Z \ ,0 Cemetery Q / h5 `''� 25 `'�, y aO807 ACRES `\0026 / o 4,217 SF '!k- r0% \ 60. 36 N0057'00 E 14.17' 2 27 00 Or cn a5.5a A5 A� a6• •rl 3 559'Oi �p See Sheet 2 of 10 for Minimum Setback Requirements and Curve Table FINAL PLAT 'a of y �RY0cdUDIrooIk �YIlIIIlzge 0��Il®� Il r Frederick Count Vir inia `� Back Creek Magisterial District Y� 9 P. DUANE O BROWN DATE: MARCH 30, 1998 SCALE: 1'=50' FILE#: "WB—HC.DWG" U � gdbert w. difford & associates, inc. NO. 1285 ENGINEERS — LAND PLANNERS — SURVEYORS 150-c aa. Grewwkh Ortve 200 North cunron Strwt SHEET FrwdwidwWm V►gk* 22401 wlnchwtor, vkvinb 22601 7 < � (640) e95-2115 0 25 �C oc (540) 567-2139 OF �ti0 SURVO __ 10 .........../ ................. .. .. .Zb . 25' LANDSCAPE EASEMENT ........ DRAINAGE, :-•EASEMENT•.'.'.'.•.' '..' 63 ((A» 19 �k • • • • • • • • OPEN SPACE •.'.'.'.'.'.'.•.•.' ........... OPEQUON PRESBYTERIAN CHURCH 2�' DB 121 P 278 �.""' """"' N Zoned: RA 2� E .• �........ �.... �2' 26 Use: Church 'S2 N85 5340"E 158.93.' �(60 50' --10' 6� 45.00 53.43"y ...'i 10 20' INGRESS -EGRESS 8 01 1 B 2) au �� rn EASEMENT h6 ' '.'.'.'.../y0�, 5' W 1 20' SAN• SEWFR ESM'T �o �,� 27 z j �512. z 591 SF 4� o Z o (� 5 `�,� 6 (S102532 E)o i' c`O„ I d 28 �N , (114.5) I 29 o 30 00_iLEASEMENT N �_ No 5,656 SF o Z `� 06 SF �w `''� OPEN SPACE Z 5,642 SF i'�'' Q_ 15 0. 0395 ACRES u,, \�. coo � .N o 6 � �'� cn••� rn, 55 �0. 6 n 20' DRAINAGE_5.00, 60.50, I / �S59 09'31 "W W 1. 60.50 _ _ ' 37 \�� S85 53'40"yy 166.00 \ 146.40 oN 20.030 (N88 20 24 "W sr_ i 38.1 0 65' ) / /� x'oo NGEASEMEN�S R� 69 24 (S85'44'12"W) / L? / T�1z ? 38 , .• .. �� _ _ ` ass y MEN• . . / h`L�� •'•'•'•'• 89, 1(N373342"W 22.3) 30 , PGE .. . 29.84 ss o> It, ..'.' •ro / �y��/��'�P��i •'/, DSO / B.R.L. 5, 368 SF 32 4,140 SF 0 G�`'t�� r'00 / � 0 ^I °A P / ° y \\ 33 /rye `l,' � � 5, 368 SFtL 3 90o°• ti / �� J 66S R8� h'b �O See Sheet 2 of 10 for o'\ / A 5 Minimum Setback Requirements SEE SHEET 9 OF 10 �� S nnrl Ciirve Table FINAL PLAT TH °F pr ��Q��DIP®(IDI� VE' 280 ��Il®IDl IL Back Creek Magisterial District Frederick County, Virginia P. DUANE U BROWN DATE: MARCH 30, 1998 SCALE: 1"=50' FILE##: "WS-HC.DWG" gilbert w. difford k associates, Inc. NO. 1285 ENGINEERS - LAND PLANNERS - SURVEYORS 150—C OW Gromwich DO" 2D0 North Cmwcn Str"t SHEET Fredwidnbur9. Virgk* 22401 WlncheSter, Vfr $a 22501 8 (540) W8-2115 0 25 50 100 (540) W7-21M OF SURD 1 10 63 ((A)) 19 OPEQUON PRESBYTERIAN CHURCH DB 121 P 278 Zoned: RA Use: Church N56 55 "22 "E 60.50' 45.00' 25'LANDSCAPE EASEMENT 184.35 .777 N57'52 21 E 323.34' 33.85' 26.66" SEMENTGRES� 3�-----��--- 3+_--23/E 40 "o 39 00 I I 'o 38 In 37 00 "+ 1 �0 6, 031 SF v t0 4,486 SF ,o- I o 4,486 SF p I 6,025 SF / FUTURE DEVEL OPMEN T 30 60.50" _ 45. 00' 45. DO' — 50' f 91100' _-60. S5655'22"W (S5678'41 "W) 20.7 — OPEN SPACE - 2.3953 ACRES 187 0. , — COURT/ 24' N37'33'41 "W T 1EST 42.32' SAN. SEWER ESM'T i R0 PRIVATE RD. 1.0 N5276'19 E -�' . 71.65 92.73' 20' . _ _ _ — — — 7-- — S58 (S51 04'11 T81.6� — DRAINAGE rn P7 I EA SEMEN T 36 0 Z o 5, 610 SF 31 INGRESS -EGRESS EASEMENT v1 ,gyp (-41 N52-26'19"E v I I 32 c., - - ?LN52-26'19.E 2.73" I "I �35 73 SF o33 rn 6,1 \ o �: \ 92.73" I o j rn 20' DRAINAGE A � � �5 1 ��% 0 EASEMENT a'o 17.3 4"E 150 34 2 5 �1 PN �2 5.610 SF .WI 24 (544 541 20 00 1 2.13 1T I, o S5276 19 ►✓ _ f� NI wJ SEE SHEET 10 OF 10 0 ti W W 1 Sheet 2 of 10 for Minimum Setback Requirements and Curve Table T� FINAL PLAT TH of `j WO&R)TOok vIl %ge ,�--, aecdom n V Back Creek Magisterial District Frederick County, Virginia P. DUANE�2, O BROWN �-° DATE: MARCH 30, 1998 SCALE: 1"-50' FILE#: "WB-HC.DWG" � a ggdbert w. difford k associates, Inc. N❑. 1285 ENGINEERS - LAND PLANNERS - SURVEYORS 130—C Olde 200 North Ca mirun Street SH EE T Fredafdubt+Q Vlr h 22401 Wwtwwter, Avinla 22601 9 Cq�Q suRVE�O(L (340) MS-2115 0 25 10 100 (540) 567-2139 OF N 10'46'05 "W 31.12' 35 SEE SHEI 9 OF h 3 e / / I� OPEN SPACE 10 ��1� O �O 3 / 2� \ FUTURE REVEL OPMEN T SEE SHEET 6OF10 2 24 See Sheet 2 of 10 for Curve Table FINAL PLAT 'TH OF Dr �Wuu�11lWIP�1� �llllll� �' �Il®IIIl Back Creek Magisterial District Frederick County, Virginia P. DUANE -A O BROWN DATE: MARCH 30, 1998 SCALE: 1"-50' FILE#: "WB—HC.DWG" U > gfilbert w. difford do associates, inc- NO. 1285 ENGINEERS — LAND PLANNERS — SURVEYORS 150—C pee Grom 6ch Drtm 2W North Cameron Street SHEET FredwickmDv4 Vtprnia 22401 mxhart'er. Vkg"b 22601 10 4 O1 (540) NO-2115 O 25 _`�O 00 (540) 557-2139 OF �� SURVO 10