Loading...
HomeMy WebLinkAbout17-06 Snowden Bridge Section I 67 Lots 21.87 Acres Stonewall - BackfileSUBDIVISION CHECKLIST Comment sheets from the following agencies, along with any marked copies of the plan: VDOT Sanitation Authority Inspections Department Fire Marshall NA City of Winchesters GIS ((A Health Department Parks & Recreation t/ County Engineer 2. ✓ One copy of the subdivision application TRACKING SHEET Date b� Application received E7d Fee paid (Amount: $ r�b' To be filled in if an MDP is associated with this subdivision MDP # Approved by BOS: v 0 �J Admin. Approval: oZ Information entered in d-BASE and Reference Manual D� ile given to Renee' to add to Application Action Summary Plat(s) signed by Subdivision Administrator Approval letter to applicant/agent Copy of final subdivision plat(s) [with signatures] made and given to Mapping and Graphics Manager for structure numbering assignment L�do Updated d-BASE and Reference Manual ,% q , C % l-Sk�- File given to Renee' to update Application Action Summary 0c) Final plat(s) submitted with review agency signatures along with: Recorded Deed of Dedication _ Bond estimate (if required) $ Bold �z m 0 m m a 0 0 m 0 a Q 0 m m m a 0 DATE RECEIVED FR QM ADDRESS' ❑FOR RENT JFOR wNiAcxl"', -?� t AMT. OF ACCOUNT AMT. PAID 4r a NRECEIVED FROM ADDRESS D 500 ^t � y N JFOR REN (� > Q FOR-/►�Q1�' o Q U +� o Z U LL O. J n_ 3902 DOLLARS $ ` lJU _ CASH o-A ` 1 BY� ✓ CHECK MONEY ORDER DATE AMT OF ACCOUNT AMC. PAID 70m� BALANCEDUE No. 7 018 Qd u-1 DOLLARS $ 6,M. �m �.,4 5,Lf, csr l P-�gv, q 11-A 9 BY 01L t N &JATE � 1'2 �� I O (p NP. 9 71 RECEIVED FROM",C� ADDRESS G Jy- ZIA R Q o�Npnif LARS$ N FOR RENT ❑ FOR �IIIII' U U V7 N O warO�� AMT. OF ACCOUNT CASH AMT. PAID 1 CHECK BALANCE MONEY DUE ORDER C BY A U q Z CO U w M N y C O �i N N D N cm (0 C O C GJ L a W N m 0 N i N N m O i� L O O U a N N M rn 0 N O N 1-4 AREA TABULATION.• ORIGINAL LOT 63 8,018 S.F. ORIGINAL LOT 64 + 6,565 S.F. TOTAL 14,583 S. F. ADJUSTED LOT 63 7, 443 S F. ADJUSTED LOT 64 + 7,140 S.F. TOTAL 14,583 S.F. LEGEND BRL = BUILDING RESTRICTION LINE PER ZONING ORDINANCE O = 1/2- IRON REBAR & CAP SET (UNLESS OTHERWISE NOTED) = CENTERLINE EX. = EXISTING R/W = RIGHT OF WAY S.F. = SQUARE FEET NOTES I. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON INFORMATION OF RECORD. 2. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. J. THE PROPERTY SHOWN HEREON LIES ENTIRELY WITHIN ZONE C, AREAS OF MINIMAL FLOODING, PER N.F.I.P. FLOOD INSURANCE RATE MAP NO. 510063 0110 B, DATED JULY 17, 1978. 4. SNOWDEN BRIDGE SECTION l IS RECORDED AS INSTRUMENT NUMBER 070006358. 5. ALL EXISTING EASEMENTS SHOWN ARE RECORDED AS INSTRUMENT NUMBER 070006358. FINAL PLAT FOR BOUNDARY LINE ADJUSTMENT BETWEEN 1INLTH OF j, j�'�',r LOTS 63 AND 64o SNOWDEN BRIDGE - SECT/ON l �, ERNEST S,?H 0ORTH a STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA Lic. NvrO:,-837 �04. SCALE* NIA DATE- DECEMBER 7, 2009 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane d SUR Engineers Winchester, Virginia •22602 Surveyors Telephone: (540) 662-4185 27608 SHEET 2 OF 3 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com BND 09-14 i' G e .4 1 09 STARBURST STREET 50' RA fr— — N 64022'11 " W 94.00' 1d�J 436 /----- 10' BRL------- °orr 63ADJUSTED m I ''� w I N 7, 44J SO. FT. 62 � I � I I _ 5' BRL J �j o N 6_4'22 111'r 119.00 _ �A T 5' BRL PROPERTY LINE 3 I I HEREBY VACATED $ I Im ADJUSTED a I IN LOT 64 �I o 7,140 SO. FT. I `O 5' BRL_ _ _ I N 64'22'11 " W 119.00' 10' COMMON SHARED UTILITY EASEMENT W LOT 65 I EX. 20' DRAINAGE EASEMENT � I 30 0 30 GRAPHIC SCALE (IN FEET) NOTE- SEE SHEET 2 FOR NOTES AND LEGEND. FINAL PLAT FOR BOUNDARY LINE ADJUSTMENT BETWEEN LOTS 63 AND 64 SNOWDEN BRIDGE - SECTION l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGIN14 SCALE- 1 " = 30' I DATE- DECEMBER 7, 2009 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Vwo7Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com LOT 61 LOT 60 LTH of � 0 ERNEST�-HOLZWORTH a Lic. Np:;�-,1,837 1 2760E SHEET 3 OF 3 1 I: I I• i X COLll ofIREI);ER�CK (Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 January 12, 2010 Greenway Engineering Attention: Kurt Pennington & Ernest Holzworth 151 Windy Hill Lane Winchester, VA 22602 RE: Snowden Bridge Section I BLA Lots 63 & 64 PIN 444E-1-1-63 and #44E-1-1-64 Dear Mr. Pennington & Mr. Holzworth: This letter is to confirm that the Subdivision and Subdivision plats for Snowden Bridge Section I (BLA for lots 63 & 64), received by our office on December 23, 2009, have been approved. It is now appropriate for you to submit the final design plan and plats for this subdivision. Remember that owner signature needs to be provided on the plan and plats before approval. Should you have any queAions, please do not hesitate to call me at (540) 665-5651 tiara M. Johnsto Zoning Inspector cc: Brookfield Stephenson Village, LLC, 8500 Executive Park Ave., Ste. 300, Fairfax, VA 22031 DMJ/bad 107 North Kent Street, Suite 202 o Winchester, Virginia 22601-5000 D EC 2 3 2009 GREENWAY ENGINEERING 151 Windy Hill Lane f � Founded in 1971 Winchester, Virginia 22602 ��-- TRANSMITTAL Project Name: Snowden Bridge -Section 1, Lots 63 and 64 File No: 2760B Date: Wed, Dec 23, 2009 To: (FC Planning Attn: ; E it c Lawrence Copied �— - ---- - - - From: Donna Meliso GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: E] Fed Ex 0 U.S. Mail D Courier Pick Up Other F] Urgent 0 For Your Review Q As You Requested 0 Please Comment Message Eric, Attached is the following to add to the submittal package submitted to your office on Tuesday, December 22, 2009: -$400.00 application fee check for the Boundary Line Adjustment Plat for Lots 63 and 64 -$500.00 application fee check for the revised site plan Thank you for your assistance. Call with any questions. Hand Delivery and Pick Ups Only: Received by: Date: 1-) J 2,310) Time• Please Print Name: Document Approval Form PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TEVIE OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL PLEASE PROVIDE COMMENTSAS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED. INITIALS DATE & TIME Candice Mark Dana ( Eric Mike John C 17f.�� COMMENTS: Received by Clerical Staff (Date & Time): so Isol U U:\Pam\Common\Document Approval Form.wpd GREENWAY ENGINEERING 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 1, Lots 63 and 64 File No: 2760B Date: Tue, Dec 22, 2009 To:1 F 1 ning _ � Attn: Eric Lawrence_ f` Copied From: Kurt Pennington/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: E] Fed Ex U.S. Mail Fv-1 Courier 0 Pick Up Other Urgent For Your Review Q As You Requested Fv-1 Please Comment Message Eric, Per our phone conversation, attached is the following for your review and comments: -2 copies of the minor plan revision sheets showing the boundary line adjustment for Lots 63 and 64 -1 "draft" copy of the Boundary Line Adjustment Plat between Lots 63 and 64 As always, thank you for your assistance. Call with any questions. Hand Delivery and Pick Ups Only: Received by: Date: } Please Print Name: �.�� �` L' i + r FREDERICK COUNTY SANITATION AUTHORITY P.O. Box 1877 Winchester, VA 22604-8377 Jill 2 3 2008 ROBERT P. MONVERY, C.P.A., Chairman JOHN STEVENS, Tice-ehairnme RICHARD A. RUCKINtAN, P.E.. Sec -treasurer J. STANLEY CROCKETT DARWIN S. BRADEN Brookfield Stephenson Village, LLC Mr. Richard J. Dengler 8500 Executive Park Avenue, Suite 300 Fairfax, Virginia 22031 Un'e E. Weindel, P.E. Engineer -Director Ph. - (540) 868-1061 July 22, 2008 Fax - (540) 868-1429 REFERENCE: Snowden Bridge Section 1 SUBJECT: Bill of Sale Dear Mr. Dengler: Enclosed for your files is a copy of the recorded Bill of Sale for the referenced project. You will be responsible for repair to these facilities for one year following the date of our acceptance. Thank you for working on this project with us. Sincerely yours, �XLM'k�- -4aK-J-- Tashema L. Long/for John G. Whitacre Senior Engineer Enclosure cf. Frederick County Zoning Administrator «'ATER AT YOUR SERVICE A r O 070006358. DATE OF INSTRUMENT: BRIEF DESCRIPTION OF PROPERTY: INSTRUMENT NUMBER WHERE PROPERTY ACQUIRED: PLAT ATTACHED: PLAT PREPARED BY: TAX MAP PARCEL NO.: PREPARED BY AND RETURN TO 0 0 February 6 ,2007 .r- 201.7097 ACRES OF LAND, MORE OR LESS, KNOWN AS SECTION 1, SNOWDEN BRIDGE 040021293 PLAT NO. 2760B GREENWAY ENGINEERING 44-A-293 DAVID C. CULBERT, P.L.C. 30C Catoctin Circle, S.E. Leesburg, Virginia 20175 (12375.013) DCC THIS DEED OF DEDICATION, SUBDIVISION, EASEMENT, AND CONVEYANCE (the "Deed") is made this 6th day of February 2007, by and between BROOKFIELD STEPHENSON VILLAGE, L.L.C., a Virginia limited liability company (hereinafter referred to as "Owner"); LENKA LUNDSTEN, TRUSTEE and LINDA M. LONG, TRUSTEE, Trustees, either of whom may act (hereinafter collectively referred to as the "Trustees"); BANK OF AMERICA, N.A. (hereinafter referred to as the "Beneficiary"); the BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA, a body corporate and politic (hereinafter referred to as "County"); the FREDERICK COUNTY SANITATION AUTHORITY, a body corporate and politic (hereinafter referred to as "Authority"); SHENANDOAH GAS COMPANY, a Virginia corporation (hereinafter referred to as "Shenandoah Gas"); and SNOWDEN BRIDGE COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act (hereinafter referred to as the "Association"). 1 ♦- RECITALS: A. The Owner is the owner and proprietor of certain real property (the "Property"), as shown on plat number 2760B, dated August 28, 2006, entitled "Final Subdivision Plat, Snowden Bridge, Section I," and prepared by Greenway Engineering of Winchester, Virginia, certified land surveyors (the "Plat") which Plat is attached hereto. B. The Property. is situated in Frederick County, Virginia; Owner having acquired the. Property by deed recorded as Instrument Number 040021293, among the land records of Frederick County, Virginia (the "Land Records") C. It is the desire and intent of Owner to subdivide the Property into lots and parcels, and to dedicate, grant, and convey for public use, the streets and thoroughfares in accordance with this Deed and the Plat. D. _It is the desire and intent of Owner to grant and convey unto the County and unto the Authority, the easements in the locations as shown on the Plat and as hereinafter provided. E. It is the desire and intent of Owner to grant and convey unto the Association, the easements in the locations as shown on the Plat and as hereinafter provided. F. It is the desire and intent of Owner to create and establish easements for ingress and egress over and across the Property, said easements being more particularly bounded and described on the Plat and as hereinafter provided. G. It is the desire and intent of Owner to convey a portion of the Property to the Association. H. The Property is subject to the lien of a certain Deed of Trust dated November 24, 2004, and recorded as Instrument Number 040024825 at Page 0103 among the Land Records (the "Deed of Trust"), wherein the Property was conveyed unto the Trustees, either of whom may act, in trust, to secure a certain indebtedness, as more specifically set forth therein. 2 do 0 rn I. The Property is, or will be, subject to the terms and conditions of the Declaration For Snowden Bridge (the "Declaration"), a declaration for a property owners association formed pursuant to the Virginia nonstock corporation act. SUBDIVISION NOW THEREFORE WITNESSETH, in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner, together with the Trustees, hereby subdivides the Property containing 201.7097 acres, into lots and parcels, to be known as Lots 1 through 68, inclusive, and Open Space Parcels 1,2,3 and 4, Section 1, Snowden Bridge, as well as three (3) private drives shown and depicted on the Plat as "Prarie Place", "Wading Duck Way" and "Friendship Corner" in accordance with the Plat which is expressly incorporated herein and made a part of this Deed. STREET DEDICATION THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00) cash in hand paid, receipt of which is hereby acknowledged, Owner dedicates to the County the 4.1526 acres for public street purposes as so designated on the Plat. This dedication is made in accordance with the statutes made and provided therefor. COUNTY EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the . sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner grants and conveys unto the County, its successors and assigns, the easements as hereafter set forth in the respective locations shown on the Plat as follows: A. Emergency Ingress and Egress Easement. An easement for ingress and egress, for construction and maintenance of utilities, for County and other emergency vehicles, and for the purpose of performing any governmental functions which the County may find necessary or 3 0 0 desirable to perform, including but not limited to police and fire protection, over and across all private streets, and/or private access easements, and ingress and egress easements, as shown on the Plat. Notwithstanding the foregoing, in the event any of such private streets, public and/or private access easements, and/or ingress. and egress easements are hereafter adjusted, relocated, reconfigured, or otherwise altered, these easements, shall automatically be adjusted so that no portion of the Property which . ceases either to be a private street, public or private access easement, or ingress and egress easement, shall be subject to these easements. B. Storm Drain Easements. Easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future stormwater management facilities, storm drainage lines, storm sewer lines, or other drainage structures, including building connection lines, plus all necessary inlet structures, manholes,. and appurtenances for the collection of storm waters and its transmission through and across the said property of Owner, said easements being more particularly bounded and described on the Plat. The foregoing easements are subject to the following conditions where applicable: 1. All sewers, manholes, inlet structures, and appurtenant facilities which are installed in the easements shall be and remain the property of the County, its successors and assigns. 2. The County and its agents shall have full and free use of said easements for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the easements including the right of access to and from the easements and right to use adjoining land where necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and further, this right shall not be construed to allow the County to erect any building or structure of a permanent nature on such adjoining land. m W d. I 3. The County shall have the right to trim, cut, and remove trees, shrubbery, fences, structures, or other obstructions or facilities in or near the easements being conveyed, deemed by it to interfere with the proper and efficient construction, operation, and maintenance of said easements; provided, however, that the County, at its own expense, shall restore, as. nearly as possible, the premises to their original condition. Such restoration shall include the backfilling of trenches, the replacement of fences and shrubbery, the reseeding or resodding of lawns or pasture areas, and the replacement of structures and other facilities located outside the easements, but shall not include the replacement of structures, trees, or other facilities located within the easements. 4. Owner reserves the right to construct and maintain roadways over said easements to the extent not prohibited or restricted by ordinance and to make any use of the easements herein granted which may not be inconsistent with the rights herein conveyed, or interfere with the use of said easements by the County for the purposes named; provided, however, that Owner shall not erect any building or other structure, excepting a fence, on the easements without obtaining the prior written approval of the County. 5. The individual Lot owners and/or the Association shall be responsible for maintenance of storm drainage easements conveyed herein in accordance with the terms and conditions of the Declaration. Each lot owner's responsibility to perform such maintenance obligations shall run with the land. SANITATION AUTHORITY EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner G ri s grants and conveys unto the Authority, its successors and assigns, the easements as hereafter set forth in the respective locations as shown on the Plat, as follows: A. Waterline Easements. Waterline and water meter easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future water mains, including fire hydrants, valves, meters, building service connections, and other appurtenant facilities for the transmission and distribution of water through, upon, and across the property of Owner, said easements being more particularly bounded and described on the Plat. B. Sanitary Sewer Easements. Easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future sanitary sewer lines, including building connection lines, sanitary lateral lines, manholes and all other appurtenant facilities necessary for the collection of sanitary sewage and its transmission through and across the property. of.Owner as shown on the Plat. The foregoing easements to the Authority are subject to the following conditions: 1. All water mains, sewer lines, and appurtenant facilities which are installed in the easements shall be and remain the property of the Authority, its successors and assigns. 2. The Authority and its agents shall have full and free use of said easements for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the easements including the right of access to and from the easements and the right to use adjoining land where necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and further, this right shall not be construed to allow the Authority to erect any building or structure of a permanent nature on such adjoining land. 3. The Authority shall have the right to trim, cut, and remove trees, shrubbery, fences, structures, or other obstructions or facilities in or near the easements being 6 conveyed, deemed by it to interfere with the proper and efficient construction, operation, and maintenance of said water mains, sewer lines, and appurtenant facilities; provided, however, that the Authority at its own expense shall restore as nearly as possible, to their original condition, all land or premises included within or adjoining said easements which are disturbed in any manner. by the construction, operation, and maintenance of said water mains, sewer lines and appurtenant facilities. Such restoration shall include the backfilling of trenches, the replacement of fences and shrubbery, the reseeding or resodding of lawns or pasture areas, and the replacement of structures and other facilities located outside the easements, but shall not include the replacement of structures, trees, and other facilities located within the easements. 4. Owner reserves the right to construct and maintain roadways over said easements and to make use of the easements herein granted which may not be inconsistent with the rights herein conveyed, or interfere with the use of said easements by the Authority for the purposes named; provided, however, that Owner shall not erect any building or other structure, except a fence, on the easements without obtaining the prior written approval of the Authority PRIVATE DRIVE INGRESS/EGRESS EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner creates and establishes easements for ingress and egress and for the construction and maintenance of utilities in the location as shown on the Plat, designated thereon as "Friendship Corner", "Prarie Place", and "Wading Duck Way", for the use and benefit of the lot(s) served thereby. Each parcel subject to an easement for ingress and egress, as well as the easement itself, may hereinafter collectively be referred to as a "Private Drive". Friendship Corner shall serve Lots 4, 5 and 8, Section 1, Snowden Bridge. Prarie Place shall serve Lots 38, 39 and 40, Section 1, Snowden Bridge. Wading Duck Way shall serve Lots 44, 45, 46 and 47, Section 1, Snowden 7 s Bridge. The Association shall be responsible for the maintenance and repair of the easement areas. The costs of maintenance, repair and/or replacement shall be assessed against the individual lots benefited by the applicable Private Drive, as "Limited Common Expenses",as determined by the Board of Directors of the Association, pursuant to the terms and conditions of the Declaration. The construction, maintenance and repair of the easement areas shall not be the responsibility of the County or the Commonwealth. These easements shall include the irrevocable right of each owner of a benefited Lot, their successors, assigns, tenants, guests and invitees to have pedestrian access, as necessary, to and from their respective lots over the respective Private Drives. Parking within the easements shall be subject to the terms and conditions of the Declaration, as the same may be amended and modified from time to time. The easements may be modified by the Board of Directors of the Association, from time to time, provided that in no event shall any Lot's access be eliminated or _ materially impaired. In the event the parties hereafter enter into any boundary line adjustments or similar documents affecting any Private Drive, the easement shall only affect the Private Drive, as so adjusted, and shall not affect any individual residential lot. CSE EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner grants and conveys unto the Association the common and shared utility easements over those certain areas in the locations shown on the Plat, as "Common Shared Utility Easement(s)" in accordance with the terms and conditions of the Declaration. These easements are supplemental to, and not in lieu of or otherwise restrictive of easements for utilities, as set forth in the Declaration. SHENANDOAH GAS EASEMENTS N. 0 w 4* THIS DEED FURTHER WITNESSETH, that for and in consideration of the sum ofiQne Dollar ($1.00), cash in hand paid, and other good and valuable consideration, the receipt of which is hereby acknowledged, the Owner does grant and convey, with Special Warranty of Title, to the Shenandoah Gas, its successors and assigns, perpetual ten foot (10') wide easements and rights -of -way for purposes of constructing, replacing, reconstructing, maintaining, operating and removing a pipeline(s) or service pipe(s), for the transportation of gas, and appurtenances necessary to operate said pipeline(s) or service pipe(s) over, along and through the Property, with further right to cross the Property for the purpose of ingress and egress to and from the aforesaid rights -of -way, but said right is limited to the most direct. route causing least disturbance to the Property. The pipeline(s) shall be installed along a line in the locations labeled on the Plat as "10' Gas Easement". The gas pipeline(s) or service pipe(s) to be laid under this grant shall be constructed and maintained below cultivation, so that Owner, its successors and assigns, may fully use and enjoy the premises, except for the purposes herein granted to Shenandoah Gas and provided the Owner, its successors and assigns, shall not construct or permit to be constructed any house, structures or obstructions within the easement area, nor shall any grade changes over said facilities be made. The consideration paid for these easements and rights -of -way includes damages, if any, to Owner's Property outside the easement areas. In addition, Shenandoah Gas shall pay to the Owner, its successors and assigns, actual damages that may arise from reconstruction, replacement, maintenance, operation and removal of said gas pipeline(s) or service pipe(s) or appurtenances. Owner covenants that Owner has the right to convey said rights -of -way; that Shenandoah Gas shall have quiet and peaceful possession, use and enjoyment of the aforesaid rights -of -way 0 O GJ rights and privileges, and that Owner will execute such further assurances of said rights -of -way as may be requisite. TRUSTEES RELEASE AND SUBORDINATION THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Trustees, as authorized to act by Beneficiary, as shown by its execution hereto, do release and discharge from the lien of the Deed of Trust those portions of the Property dedicated for public use, Open Space Parcels 1, 2, 3 and 4, Section 1, Snowden Bridge, and each Private Drive, and subordinate the lien of the Deed of Trust to the easements herein conveyed. TO HAVE AND TO HOLD SAID released property unto Owner, its successors and assigns, fully released and discharged from the liens and operations of the Deed of Trust. It is expressly understood that the release of the portion of the Property from the lien of the Deed of Trust shall not affect in any way the lien of the Deed of Trust upon the other land conveyed thereby and not released hereby, and the Deed of Trust shall remain in full force and effect as to the land conveyed thereby and not released hereby, subject to the easements herein conveyed. CONVEYANCE TO ASSOCIATION THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner GRANTS AND CONVEYS WITH SPECIAL WARRANTY OF TITLE unto the Association, Open Space Parcels 1, 2, 3 and 4, SECTION 1, Snowden Bridge, to have and to hold unto the Association, its successors and assigns. 10 MISCELLANEOUS Headings used in this Deed are for convenience purposes only and are not intended to affect the express terms herein set forth. This Deed is made in accordance with the statutes made and provided in such cases; with. the approval of the proper authorities of Frederick County, Virginia, as shown by the signatures affixed to the Plat and this Deed, as applicable, and is with the free consent and in accordance with the desire of Owner, the owner and proprietor of the land depicted on the Plat, and the Trustees, as aforesaid. The Association executes this Deed for the purpose of accepting responsibility for all maintenance and other obligations assigned to or assumed by the Association under this Deed. The undersigned warrants that this Deed is made and executed pursuant to authority properly granted by the articles of organization, operating agreement or majority vote of the members of the Owner. IN WITNESS WHEREOF, the parties have caused this Deed to be executed, under seal. FURTHER WITNESS the following signatures and seals. [SIGNATURE PAGES FOLLOW] 11 0 cn BROOKFIELD STEPHENSON VILLAGE, L.L.C., a Virginia limited liability company - By: Brookfield Washingto91111—L),Manager By: 'A (SEAL) Name: Richard J Dengler Title: Vice President for Manager COMMONWEALTH OF VIRGINIA, COUNTY OF Fairfax . to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that Richard J. Dengler ,as Vice President for Manager of Brookfield Stephenson Village, L.L.C, whose name is signed to the foregoing Deed; appeared before me and personally acknowledged the same in my jurisdiction aforesaid. ,.1>ander my hand and seal this 6th day of February , 2007. M; Commis 3'p expires: 7��� Notary/Public Joan S t/anley 12 Co (SEAL) ,JLenka Lundsten, Trustee Linda M. Long, Trustee COMMONWEALTH OF VIRGINIA, COUNTY OF Ad IR, A4, , to wit: SEAL) I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that LENKA LUNDSTEN, TRUSTEE, whose name is signed to the foregoing D,egd,,44—qred before me and personally acknowledged the same in my jurisdiction aforesaid. yb` ;;.•••• GIVEN under my hand and seal this _ day of pip 2Q07.1. ' v ?•�tL f eL My Commission expires:� �'30 •- WT-v otary Public Y,,' ' , -; COMMONWEALTH OF VIRGINIA, COUNTY OF , to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that LINDA M. LONG, TRUSTEE, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this day of , 2007. My Commission expires: Notary Public 13 0 BANK OF AMERICA, N.A. By: (SEAL) Name: Title: r-C-Wr %�e— STATE OFyl"IW 4 , COUNTY OF Mget it �1 , to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that J6A9Ne77- s 4MWAA1 , as X- vtc,E P/Z6SiDEN1* of BANK OF AMERICA, N.A., whose name is signed to the foregoing Deed, apdoeiibefore me and personally acknowledged the same in my yyyjuurisdiction aforesaid. GIVEN under m hand and seal this da of��-�-� `l,07: Y y �. 4 My CorLyiissi on onexpires: �3 6 ' go= 3 No ary Public 14 I SNOWDEN BRIDGE COMMUNITY ASSOCIA By: / . / / (SEAL) Name. Richard d. Dengler Title: President COMMONWEALTH OF VIRGINIA, COUNTY OF FEMERM, to wit: Fairfax I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that Richard J. Dengler ,as President of SNOWDEN BRIDGE COMMUNITY ASSOCIATION, whc foregoing Deed, appeared before me and personally acknowledged aforesaid. ,e name is signed to the the same in my jurisdiction �� ..•• under my hand and seal this 6th day of February , 2007. V`-0 �� Comm expires: ep- Notary Public Joan S. St 11 15 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON l STONEWALL MAGISTERIAL D/STR/CT, FREDERICK COUNTY, WRGINIA AUGUST 28, 2006 ,N tq..0 arles e e ae7 Old Charle ow Ro S M�coes9 R0 VICINITY MAP a 1" = 2000' OWNER'S CERTIFICATE THE ABOVE AND FOREGOING, SUBDIVIS/ON IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH -HE. DESIR OF THE UNDERSIGNED. OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. Bro�f�eld/Step� en on i1dage, LLC By: Brook tipin on, LLC, Manager / , Richard J. Dengler, Vice President for Manager COMMONWEALTH OF VIRGINIA / COUNTY OF Fairfax TO WIT.• THE FQR5AnlIVG OWNER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS 6 t h DAY yj F r�1:. .'' 20 07 BY Richard J. Dengler _ $ Hap Z:, 7 / 31 / 0 8 NOTARY PUBLIC MY�M/5�F?ES Joan S . Stanley 1 i �0aaaae�e .� .,• 'ff,�l1�;144b1���4R4 `� i; SURVEYOR'S CERTIFICATE l HEREBY CERTIFY THAT THE LAND CONTAINED /N THIS SUBD/V/S/ONOF THE LAND CONVEYED TO BROOKFIELD STEPHENSON VILLAGE, L.L.C. BY DEED ATED OCTOBER 15, 2004, OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT CLER 'S FFICE AS INSTRUMENT No. 040021293. MARK D. SMITH, L.S. NOTE: PARENT TAX PARCEL IDENTIFICATION BROOKRELD STEPHENSON VILLAGE, L.L.C. T.M. 44 A-293 201.7097 ACRES ZONE R4 USE VACANT APPROVALS:;) �Y*,Va���D7 REVISED DECEMBER 15, 2006 RE ER K COUN SANITAT N THORITY DATE T OF p, /4 O VlR IN R TRAMPORTATION DATE � � � J •� � FR D RICK CO TY SUBDIVISION ADM/NISTRATOR DATE MARK D. ITH No.002009 GREENWAY ENGINEERING l I2.{-�,�, 151 Windy Hill Lane 1+604T� Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 1 OF 23 �T AREA TABULA TION.• T.M. 44—A-293 (ORIGINAL AREA) 201.7097 ACRES AREA OF LOTS (68): 13.3867 ACRES AREA OF OPEN SPACE. 4.0157 ACRES AREA OF PRIVATE RIGHT OF WAY DEDICATION: 0.2894 ACRES AREA OF DEDICATED RIGHT OF WAY- — 4.1526 ACRES RESIDUE OF TM. 44—A-293 179.8653 ACRES LEGEND STORM SEWER/ BRL = BUILDING RESTRICTION LINE DRAINAGE EASEMENT PER ZONING ORDINANCE HEREBY DEDICATED • = POINT (UNMONUMENTED) COMMON SHARED 0 = 1/2" IRON REBAR & CAP SET UTILITY EASEMENT (UNLESS OTHERWISE NOTED) HEREBY DEDICATED = CENTERLINE SANITARY SEWER EASEMENT R/W = RIGHT OF WAY HEREBY DEDICATED IRF = 1/2" IRON REBAR FOUND IPF = 1/2" IRON PIPE FOUND PROFFERS 1. PROFFERS ON FILE IN FREDERICK COUNTY, VIRGINIA AS REZONING APPLICATION # 06-03. NOTES 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY BY THIS FIRM. 2. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. 3. THE PROPERTY SHOWN HEREON LIES ENTIRELY WITHIN ZONE C, AREAS OF MINIMAL FLOODING, PER N.F.I.P. FLOOD INSURANCE RATE MAP NO. 51006J 0110 B, DATED JULY 17, 1978. 4. ALL RIGHTS OF WAY SHOWN WITHIN THIS SUBDIVSION ARE HEREBY DEDICATED TO THE COMMONWEALTH OF VIRGINIA FOR PUBLIC USE. 5. ROAD EFFICIENCY BUFFER PER PROFFERS. 6. RIGHT OF WAY INFORMATION FOR SNOWDEN BRIDGE BOULEVARD TAKEN FROM THE PLAT ENTITLED: 'RIGHT OF WAY DEDICATION PLAT OF THE LAND OF BROOKFIELD STEPHENSON VILLAGE, LLC" DATED JUNE 1, 2006 PREPARED BY THIS FIRM AND IS NOT YET OF RECORD. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: N/A DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.• (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 .a MARK D-S'M ITH 9 No.002009 SU t�IZIS��o� 2760B SHEET 2 OF 23 0 NJ C7 KEYMAP T.M. 44—A-293 STEPHENSON VILLAGE, L.L.C. INST. No. 04002129J ZONE. R4 USE- VACANT RESIDUE 179.8653 ACRES SHEET INDEX T.M. 44—A-31 STEPHENSON ASSOCIATES, L.C. INST. No. 030005766 ZONE. RA USE. AGRI. 1. COVER SHEET 2. NOTES & LEGEND J. KEYMAP & SHEET INDEX 4. LINE TABLE & CURVE TABLE 5. CURVE TABLE 6. CURVE TABLE, EASEMENT LINE TABLE & EASEMENT CURVE TABLE 7. LOTS 1-4 & 8 & LOTS 5-7 & 9-10 9. LOTS 11-14 10. LOTS 15-17 11. LOTS 18-22 12. LOTS 23-27 13. LOTS 28-33 14. LOTS 34-38 15. LOTS 39-43 16. LOTS 44-47 & OPEN SPACE 1 17. LOTS 48 & 56 18. LOTS 49-55 & OPEN SPACE 4 (17 19. LOTS 57-58 & 67-68 20. LOTS 59-66 21. OPEN SPACE 3 22. OPEN SPACE 2 23. WETLAND EASEMENT DETAIL 38 37 44 45 3e 41 1 46 3a a � $4 ti 33 LEA VENWORTH CO 3p ig vi '. b a co `70 g h b b b 28 BALKAN COURT 28 27 m m h h 28 38 40 25 to % m SAWTOOTH DRIVE 47 48 56 24 23 j V 7 FRZENDSHP WAY �RIVATE 22 8 DRNE 2 e 2r y rp -?0 O ti QPGry 16 rff FINAL SUBDIVISION PLA T SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1 = 200' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING /tN 151 Windy Hill Lane k4007 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com i i / LEGEND 0. S.1 = OPEN SPACE PARCEL 1 0. S. 4 = OPEN SPACE PARCEL 4 90 0 200 GRAPHIC SCALE (IN FEET) REVISED DECEMBER 15, 2006 TH OF . v MARK D. SMITH No.002009 IoN 2760B SHEET 3 OF 23 O fV LINE TABLE LINE BEARING DISTANCE L 1 S 7943'51 " E 26.85' L2 N 10' 16'09" E 40.00' L3 N 41'45'01 " W 40.00' L4 N 41'56'14" W 11.74' L5 S 6155'38" E 5.00' L6 N 77'0446" E 3285' L7 S 12'40'24" E 37.60' L8 N 7704'46" E 32.85' L9 S 1719'27" E 40.89' L 10 N 70'3749" E 35.36' L 11 S 19.22' 11 " E 35. 36' L 12 S 6953'41 " W 35.81 ' L 13 N 20'03'15" W 34.93' L 14 N 38'51 '54" W 27.87' L 15 S 6422'11 " E 20.00' L 16 N 26'35'10" E 34.93' LINE BEARING DISTANCE L 17 N 26'35'10" E 8.48' L 18 N 26'35'10" E 26.45' L 19 S 25'3749" W. 7.00' L20 N 253749" E 16.30' L21 S 7259'16" E 47.70' L22 S 06'5827" E 2.5 68' L23 S 08'04'02" E 23.68' L24 S 07720'59 " W 23.68' L25 N 74' 11 '29" W 52.52' L26 N 68'20'45" W 41.34' L27 N 58 J7'57" W 59.55' L28 N 51'41 '22" W 50.67' L29 N 394722" W 46.59' CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C1 1500.00' 05'44'04" 150.13' 75.13' S 22'4547" W 150.07' C2 500.00' 12'5353" 112.56' 56.52' N 5755'14" W 112.32" C3 500.00' 09'5927" 87.19' 43.70' N 592227" W 87.08' C4 500.00' 02'5426" 25.37' 12.69' N 52'5531 " W 25.37' C5 300.00' 22'37' 11 " 118.44' 60.00' N 365624 " E 117.67' C6 300.00' 235952" 125.65' 63.76' N 13'3753" E 124.74' C7 750.00' 24'3449" 321.76' 163.39' S 52'04'46" E 319.29' C8 200.00' 395629" 139.42' 72.68' S 59'4536" E 136.62' C9 1529. 00' 04 21 '56" 116.50' 58.28' N 22'04'43" E 116. 47" C 10 525.00' 12'5353" 118.19' 59.34' N 5755' 14 " W 117.94' C 11 25.00' 56' 15'04 " 24.54' 13.36' S 79'3549 " E 23.57' C 12 65.00' 292'30'07" 331.83' 43.43' S 38'31 '42" W 72.22' C 13 25.00' 56' 15'04" 24.54' 13.36' S 23'20'46" E 23.57' C14 325.00' 07'43'18" 43.80' 21.93' N 292928" E 43.77' C 15 25.00' 76' 13'33" 3,3 26' 19.61 ' N 04'45'39" W 30.86' C16 65.00' 271'07'25" 307.58' 63.74' N 8718'43" W 91.02' C 17 275.00' 22'37' 11 " 108.57' 55.00' S 365624 " W 107.86' C 18 275.00' 08'02'21 " 38.59' 19.32' N 21'3639" E 38.55' C 19 25.00' 65'00'51 " 28.37' 15.93' N 14'5457" W 26.87' C20 66.00' 292'43'24 " 337.19' 43.91 ' N 81 '0340" W 7,3 12' C21 25.00' 50' 11 '35" 21.90' 11.71 ' S 40' 12' 14 " W 21.21 ' C22 325.00' 10'31 '22" 59.69' 29.93' S 20'22'08" W 59.60' C23 475.00' 04'0527" 33.92' 16.97' S 62' 1927" E 33.91 ' C24 775.00' 243449" 332.48' 168.84' S 52'04'46" E 329.94' C25 175.00' 20'4346" 63.32' 32.01' S 50'09'15" E 62.97' C26 15.00' 102'49'01 " 26.92' 18.80' N 68'0422" E 23.45' C27 65.00' 26336' 18" 299. 05' 72. 69' N J 1 'J2'00" W 96. 91 ' C28 225.00' 1 3975629" 1 156.85' 1 81.76' N 594536" W 153.69' C29 725.00' 24'3449" 311.03' 15Z95' N 52'04'46" W 308.65' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE: N/A DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone. (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 2760B SHEET 4 OF 23 0 N CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH -C30 1471.00' 04' 15'47" 109.45'. 54.75' S 22'0 1'39" W 109.43' C31 1529.00' 03'35'18" 95.76' 47.90' S 2228'02" W 95.74' 02 525.00' 02'2226" 21.75' 10.88' S 6X 10'58" E 21.75' C33 525.00' 06'47'05" 62.17' 31.12' S 5836'12" E 62.13' C34 525.00' 03'4422" 34.27' 17.14' S 53'20'29" E 34.26' 05 1 65.00' 19'40' 17" 22.32' 11.27' N 82'0647" E 22.2 1' - C36 65.00' 62'05'35" 70.44' 39.13' S 57'00'17" E 67.05' C37 65.00' 5720'27" 65.05' 35.54' S 02'4244" W 62.37' C38 65.00' 20'55'18" 23.74' 12.00' S 41'50'37" W 23.60' C39 65.00' 65'0 1' 14 " 73.76' 41.43' S 84'4853" W 69.87' . C40 65.00' 6727'16" 76.53' 43.39' N 28'5652" W 72.18' C41 25.00' 25'42'04" 11.21' 5.70' S 20'30'06" W 11.12' C42 25.00' 50'31 '29" 22.05' 11.80' S 1 T3641 " E 21.34' C43 65.00' 99'00'52" 112.33' 76.13' S 06'38'01 " W 98.86' C44 1 65.00' 59 2922" 67.49' 37.14' S 8553'08" W 64.50' C45 65.00' 112'37'10" 127.76' 97.50' N 08'03'36" W 108.17' C46 275.00' 05'3224" 26.59' 13.31 ' N 452847" E 26.58' C47 275.00' 13'4734" 66.20' 33.26' N 35'4849" E 66.04' C48 275.00' 0X 17'13" 15.78' 7.89' N 27*16'25" E 15.77' C49 275.00' OX 17'13" 15.78' 7.89' S 23'59'13" W 15.77' C50 275.00' 04'45'08" 22.8 1' 11.41 ' S 19 58'02" W 22.80' C51 66.00' 342244 " 39.60' 20.42' S 30' 14'01 " E 39.01 ' C52 66.00' 133'14'55 153.49' 152.70' S 533449" W 121.17' C53 66.00' 88'14'32" 101.65 64.00' N 15'40'23" W 91.90, C54 66.00' 36'51 ' 13" 42.45' 21.99' N 465225" E 41.72' C55 325.00' 01'00'00" 5.67' 2.84' N 15'3627" E 5.67' C56 325.00' 09'31 '22" 54.02' 27.07' N 20'52'08" E 53.95' C57 775.00' 05'2633" 73.62' 36.84' N 61 '3854 " W 73.59' C58 775.00' 05'08' 18" 69.50' 34.77' N 56'21 '29" W 69.48' C59 775.00' 04'5455" 66.48' 33.26' N 51'19'53" W 66.46' C60 775.000 04'5450" 66.47' 33.25' N 4625'00" W 66.45' C61 775.00' 04' 10' 14 " 56.4 1' 28.22' N 41 '5229 " W 56.40' C62 65.00' 8457'17" 96.38' 59.51 ' S 59'08'30" W 87.79' C63 65.00' 100' 18'31 " 113.80' 77.89' N 28' 13'37" W 99.81 ' C64 65.00' 78'20'30" 88.88' 52.96' N 61'05'54" E 82.11' C65 225.00' 1124'09" 44.78' 22.46' S 74'01 '47" E 44.70' C66 225.00' 170222" 66.9 1' 33.71 ' S 59'4831." E 66.67' C67 225.00' 112958" 45.16' 22.66' S 453221 " E 45.08' C68 725.00' 01'00'55" 12.85' 6.42' S 40'17'49" E 12.85' C69 725.00' 06'5657" 87.93' 44.02' S 44' 16'45" E 87.88' C70 725.00' 06'5657" 87.93' 44.02' S 51'13'42" E 87.88' C71 725.00' 0711 '35" 91.02' 45.57' S 58' 1758" E 90.96' C72 725.00' 02'2825" 31.30' 15.65' S 63'07'58" E 31.30' C73 1471.00' 03'39' 14 " 93.81 ' 46.92' N 22' 1955" E 93.79' C74 630.00' 19103'33" 209.57' 105.76' N 7X5357" W 208.60' C75 650.00' 18'31 ' 15" 210.11 ' 105.98' S 73'3748" E 209.20' C76 630.00' 06'5825" 76.68' 38.39' S 79'5631 " E 76.63' C77 630.00' 05'5922" 65.86' 32.96' S 732737" E I 65.83' 78 630.00 05'5523" 65.13' 32.59' S 67'30'15" E 65.10' HC 79 630.00' 00' 10'23" 1.90' 0.95' S 64 2722" E 1.90' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE: N/A DATE: AUGUST 28, 2006 lo GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone. (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D SMITH No.002009 2760E SHEET 5 OF 23 CURVE TABLE 0 N CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C80 675.00' 17'46'20" 209.37' 105.53' S 73' 15'21 " E 208.53' C81 40.00" 90'00'00" 62.83' 40.00' S 19'22'11 " E 56.57' C82 40.00' 675838" 47.46' 26.97' S 30'2252" E 44.72' C83 40.00' 22'0 1'22" 15.38' 7.78' S 14'37'08" W 15.28' C84 40.00' 9425'38" 65.92' 43.21 ' N 72'50'38" E 58.71 ' C85 THIS CURVE HAS BEEN REMOVED C86 45. 00' 5921 '03" 46. 61 ' 25. 64' N 7720' 13" E 44.56" C87 945.00' 444943" 739.37' 389.78' S 345654" E 720.66' C88 943.00' 0709'43" 117.88' 59.01 ' S 0731 ' 15" E 117.80' C89 945.00' Of 17'50" 70.88' 35.45' S 00'21 '32" E 70.86' C90 943.00' 05' 14'08" 86.17' 43.11 ' S 05'50'24 " W 1 86.14' C91 1471.00' 00'3634" 15.64' 7.82' S 20' 12'02" W 15.64' C92 1529.00' 00'4638" 20.74' 10.37' N 20'17'04" E-] 20.74' EASEMENT LINE TABLE LINE BEARING DISTANCE EL 1 S 40' 16'38" E 10.17' EL2 N 3709'12" E 13.83' EL N 3709'12" E 3279' EL N 37'09'12" E 48.13' EL S 40'4445" W 82.26' EL N 3709'12" E 55.44' EL N 3709'12" E 52.76' EL8 N 3709'12" E 40.84' EL N 3709'12" E 25.53' EL 10 N 5128'18" W 40.65' EL 11 N 53'4647" W 39.47' EL 12 N 56*05'16" W 41. 61 ' EL 13' S 56"04'47" E 48.65' EL 14 N 35'20'01 " E 12.97' EL 15 S 5128'18" E 80.15' EL 16 N 64 22'11 " W '109.60" EL 17 N 21'0340" E 35.28' EL 18 N 25'3749" E 27.79' EL 19 N 3751 '42" E 67.53' EL20 N 33'51 '43" E 1934' EASEMENT CURVE TABLE CURVE RADIUS I DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH EC 1 1471.00' 00'3235" 13.94' 6.97' N 19'3728" E 13.94' EC2 640.00' 1 172654" 194.90' 98.21' S 73'05'36" E 194.15' FINAL SUBDIVISION PLA T SNOWDEN BRIDGE SECT/ON l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGIN14 SCALE: N/A DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. 56TH No.002009 2760E SHEET 6 OF 23 LOT 9 7 20' COMMON SEE SHEET 8 SEE SHEET 8 SHARED UTILITY LOT 5 S 64'22'11 " E :Q EASEMENT SEE SHEET 8 ?� 8 ¢tea E 165.40'(TOTAL)a3 � 10' COMMON 2. E2 • 82.04 SHARED UTILITY ESMT. p \ 8.87)119.00, 20' BRL m I ^ Z m —5' BRL LOT 4 o � 69 6�'h o ho WN oo mI o 20' SANITARY N 5, 950 SO. FT. 2 � :.: ^ ( \ SEWER EASEMENT " 5' BRL S , o b 64 22 11 E— — o \ LOT 8 L —L15 5' BRL 17, 610 SQ. FT. : I \ 20 BRL o a^I m LOT 3 I �� r�m m o�� 7, 743 SO. FT. N o 64'22'11 " E5' BRL119, , OPEN SPACE \ 1 5 BRL PARCEL 2 I SEE SHEET 22 a°'oo m LOT 2 m � \ �^ 8,e18 SO. Fr. NI Z� 0 o WETLAND "I ,,5' BRL P -� 130'', 211 E——111.4T o PRESERVATION AREA-- No�� (SEE SHEET 23) 3'5' BRL LOT 1''8,333 SQ. FTY N 6g59�p 78.0010' BRL/O2STO%�_STORM SEWER E M'T EASE4 /V S 66'29'490 E 1OJ.73' :._ p 101.46 Goa SWOWMN B/9/OGE B (SEE NO E TNoL 6'w/SOTy owLEVAi90 _ HIE' 2 OF 23) 50 0 50 GRAPHIC SCALE _ (IN FEET) NOTE: SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLA T SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTER/AL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 /tN GREENWAY ENGINEERING 151 Windy Hill Lane ,**47 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com N ao d V 3 S 6422'11_" E 3 REVISED DECEMBER 15, 2006 MARKVSdITH No.002009 2760B SHEET 7 OF 23 C1 SAWTOOTH DRIVE 58' R/W S 2537'49" W _41a87' (TOTAL) ' 398.00' 339.00' (TOTAL) OF P Dad 4 0Eo tAo 04002 10- o—��..o- ... , .... oJ— �' 10 BRL o 15' BRL o COMSHARED UMONTY 10 0 o EASEMENT of oS �o•o O�, �'�Oo �I ocn J ao W I J obi I W W NIt 0 20' BRL N L20' BRL J N S 25'3749" W `O S 25737049" 72.23' 50.00' y 0 0 • FRIENDSHIP WAY �. •• -20' PRIVATE N"1-017 : N 253749" E 10�' � 20' COMMON o 10' BRL SHARED UTILITY EASEMENT 0 �m LOT 7 m IN 8,316 SO. FT. �, I - I LOT 8 N I19 co SEE SHEET 7 1.CID 5' BRL II T 29'35'39' �- —108 7 5 m LOT 9 I 8,655 SO. 5' BRL �v I� m LOT 10 428 SO. FT. f•. �� � N \ � BRL E SyE� 9 10 O'— FT. BRL � I ~ to ao N OPEN SPACE O c� SEE SHEET 22 a i +` / WETLAND PRESERVATION AREA / (SEE SHEET 23) / 50 0 50 i GRAPHIC SCALE NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTTICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' F DATE: AUGUST 28, 2006 /t\ GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 Pj D. SMITH tp' No.002009 0 ��12•I t 4 Q S R�1 � 2760B SHEET 8 OF 23 iV Cfi VA W � LOT 10 SEE SHEET 8 35 o 0 N 41007'"E � 16.55 5' BRL w y �•o 11 m� LOT I °p 8,399 SO. FN T. cn I N 11 I c� I l5' BRL. WO2'24" E _ q —119.4d 5 BRL �m LOT 12 IN 8,05 SO. FT. m L5' I — 5 BRL W 10.0' m LOT 13 I N 8,582 SO. FT. m L' BRL ♦I �M.Al9e" rJ V 5' IN LOT 14 9,904 SO. FT. 10' BRL C?s (5.58 rn 0 � o OPEN SPACE PARCEL 2 SEE SHEET 22 20' SANITARY SEWER ESMT. WETLAND PRESERVA71ON AREA W (SEE SHEET 23) y � 10' COMMON SHARED U7X tTY ESMT. N, �. ck 50 0 50 GRAPHIC SCALE �O (IN FEET) �O NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. Gj FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WGINIA SCALE: 1" = 50' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 �� 12•t� �� 04 , S 2760B SHEET 9 OF 23 Li y � � U NSo�Zc�o �2Hcn Oj CQ �Z W 3 N w Z = N 755626" W LOT 18 SEE SHEET 11 MERI 0 00. p40p 74 S INST 0 LOT 17 9,509 SO. FT. '�R %- m LOT 16 I N ^ 8,582 SO. Fr mI a D N \L5' BRLe• n.n►in� 10' COMMON SHARED UTILITY / EASEMENT OPEN SPACE PARCEL 2 (,,"SE SHEET 22 l � SETTING SUN COURT 1RA w g 12 5 BRL N -- 0 10.0' LOT 15 0\ m 10,168 SO. FT. 0�1 — 20' SANITARY SEWER EASEMENT. ► BR� - -.5- 1 163.41 59yg5 \ ' � 8 02� 1�y� ,•T�'' f OPEN SPACE) PARCEL 2 0 0 SEE SHEET 22 GE BOULEVARD wpEN gRIDW10TH RIW 23)/ $NoVARIABLE 6, SHEET 2 0 (SEE NOTE — 50 0 50 GRAPHIC SCALE NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE. SECT/ON / STONEWALL MAGISTERG4L DISTRICT, FREDERICK COUNTY, WIRGINIA11 SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 ct'e' 2760B SHEET 10 OF 23 1"�o T.M. 44 A-293 STEPHENSON VILLAGE, L.L.C. INST. No. 04002129J ZONE. R4 USE VACANT RESIDUE 179.8653 ACRES 20' SANITARY — SEWER EASEMENT. LOT 23 SEE SHEET 12 LOT 21 9,733 SO. FT. LOT 20 9,733 SO. FT. m LOT 19 10,365 SO. FT. Io 20' STORM SEWER 50 0 50 1 110.—r Y o LOT 17 GRAPHIC SCALE SEE SHEET 10 (IN FEET) NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX- (540) 722-9528 Founded in 1971 www.greenwayeng.com o_ W IN h -10' COMMON SHARED UTILITY EASEMENT REVISED DECEMBER 15, 2006 OF MARK D SMITH No.002009 2760B SHEET 11 OF 23 50 0 50 0 GRAPHIC SCALE (IN FEET) N 00 Of 0 $�� MS? •• OAA IW- TM, 44 A-293 STEPHENSON VILLAGE, L.L.C. INST. No. 04002129J ZONE- R4 USE VACANT RESIDUE 179.8653 ACRES 20' SANITARY — SEWER EASEMENT .�( LOT 28 I SEE SHEET 13 o S 25'3749 _ W o 4 01n is 5' BRL g Im LOT 27 mI ig I7,803 SO. FT. S 25'3749' W— I —12.00 5, BRL S I m LOT 26 7,800 SO. FT. BRL S 25'3749' W—� 3 r—7wlfmi — — l -_-_ . , I z i2 0— _- SAW TOO] �o 58 R, ` 0 12.87' ,389.00' 58' R/W 0 0 3 10' BRL 37.84) O N I m LOT 24 J m m h 10,M8 SO. FT. I I N BRL S 25_37'49' W— Lo;� —11500. w ^ I �• � T LOT 23 � m I om I 9,620 SO. FT. N :.: o 5 BRL S 25'37'49' W--� NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, co —20.00 :•: �� v� I 10' COMMON LOT 22 SHARED UTILITY SEE SHEET 11 EASEMENT CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE. SECT/ON l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 *T Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com REWSEDDECEEMBBERR 15, 2006 .0DEr, TH OOk, .- MARK D S IM TH No.002009 2760B SHEET 12 OF 23 C3 G7 �-P LOT J4 e F 0I �1 SEE SHEET 14 O�o. ��� S 38'3f'42" W MOO, S' BRL o I m LOT 33 m� �o 7,605 SQ. FT. N 5' BRL w o —S 38'31 42 W -j r—117.00'— o I 5 BR� o m LOT 32 mj 'o In 7,605 SO. FT. o ,5, BRL r o —S 38'Jl 42 W r—117.005' BRL] o m LOT 3.1 7,605 SO. FT. o o N I �o• aD 5 BRL o —S 38'31 '42" r ——117.00S' BRL] o m LOT 30 7,605 SO. FT. N I -� A I , 5, BRL . , w J .: o —S 38 3142 W T.M. 44 A-293 f 17 00' , o STEPHENSON VILLAGE, L.L.C. 5 BRL 1 OQ) INST. No. 04002129J I LOT 29 ,, N ZONE• R4 WOR TH o LEADEN �. COURT i 3 it ao N USE. VACANT �: I m 7,973 SQ. FT. mI a ALKAN RESIDUE 179.8653 ACRES 3 ^ 20' STORM SEWER N v B ap EASEMENT ao B— R� 34' 74 20" W. o ,� 50' RIW 2 `' `• ,, BRL o m� o Ni c I� LOT 28 03I 8,676 SO. FT. 3Q N W NOTE. o ^\. i gRL S 25,37 499 10' COMMON L 1 • 1 20.45 SHARED UTILITY 04. EASEMENT o LOT 27 to 1 SEE SHEET 12 50 0 50 Z N GRAPHIC SCALE SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT REVISED DECEMBER 15, 2006 SNO WDEN BRIDGE IrA SECT/ON / ° STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA I ARK D. ITH SCALE: i" = 50' DATE: AUGUST 28, 2006 RKNo. D. 009 GREENWAY ENGINEERING151 Windy Hill LaneEngineers Winchester, Virginia 22602SurveyorsTelephone: (540) 662-4185 FAX.• (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 13 OF T.M. 44—A-31 OF p20 STEPHENSON ASSOCIATES, L.C. INST. No. 030005766 OC ZONE.• RA USE.• AGRI.pa,OZM E 3=� 9 � .. �, N 21 3� i119.37,10' GAS R� EASEMENT h �m LOT 38 N :. 8 029 SO. FT. T.M. 44—A-293 l5' BRL S 33�54'44� W= STEPHENSON VILLAGE, L.L.C. ��o— 137.42 5' BRL INST No. 040021293 ZONE. R4 USE. VACANT LOT 37 RESIDUE 179.8653 ACRES i O � ^ f0,015 SQ. fT.�o (7.03 ) 15' BRL / No b—109.25 2 h�o 5' BRL 41 LOT 36 M 7,537 SO. FT. m N 0 0 "' S' BRL S 38'31 '42' Wo , 120.25— 5 BRL LOT35 is m 8, 713 SO. FT. � 0 tD �n 20' STORM SEWER EASEMENT BRL S 38'31'42' W.:' BRL ,m LOT 34 m I o Z rib T5' 8,100 SO. FT.N BRL _I S 38'31'42' W �.. LOT 33 SEE SHEET 13 5•� 2�) LOT 39 SEE SHEET 15 RA/R/E PLACE (PRIVATE ACCESS DRIVE) N�. R =L 15 SANITARY SEWER & i WATERLINE ESMT. - L5 10' COMMON HARED UTILITY EASEMENT (1.05) c�j _I o � ORTH LEA�ENW� OURT 3 5pR/W ao N N 1A1^^ _J 2 50 0 50 GRAPHIC SCALE NOTE.- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, I/lRG/Nl SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING /tN 151 Windy Hill Lane 1+614T� Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 /MYRK DWITH No. 002009 2760E SHEET 14 OF 23 N �� pF� 2 STEPHENSON ASSOCIATES, L.C. INST 5766 MER�ptAo- ZONE.NRA o. OUSE.OAGRII N 21'31 #02" E 367.96' (TOTAL)0 o.. 107.51 -- r� BRL' V '►� LOT 39 m 0 o (z • h 7,157 SO. FT. ' W LOT 38 N :...;.: SEE SHEET 14 v 15' BRL " ~o 41 �, + o . N 25'37 49 E wow � 122.94 ,—r lu ' Nzo �o Q . ' m LOT 40LO 5 BRL � ' h 8,529 SO. FT. J .. "n � W SANITARY SEWER &m ,-.: WATERLINE EASEMENT 20 R STORM SEWER :., `0 W LQ (SEE SHEET 14 EASEMENT FOR DETAIL) o%.:: L5 BRL N 25'3749" E— :o C12 (fOTgL) o ..... L5—139.50 5' BRL tn LOT 41 p\ 0 7,755 SO. FT. m _ R,65.0 r- of W 5, BRL cn i N 25*J749v E 111.02 - h 46.02' 0 65.00' o 15' BRL j I Q `� Gj / /�, N `� W N m W co Q h 10' COMMON v N Z I a0 N Lo W h SHARED UTILITY EASEMENT 20' BRL _20'BBRL y :.� .o c^a .. :••••90.34 _•.•:•:•.•.:•:�:�. 10.26.•:•:•:�.�.•.•.�.�.'C41 100.60 (TOTAL) C14 0-0 N_ 25'3749" E 158.32' ,3 LEA VENWORTH COURT c� �r 50 R/W b _ 50 0 50 GRAPHIC SCALE NOTE. SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA, SCALE: 1" = 50' F DATE: AUGUST 28, 2006 toj7N GREENWAY ENGINEERING 151 Bendy Hill Lane k407 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 ARK D. MITH No.002009 �.�su;. 2760B SHEET 15 OF 23 T.M. 44,—A-31 STEPHENSON ASSOCIATES, L.C. INST. No. 030005766 (2•6 ZONE. RA USE. AGRI. N 21'31'02" E _36_7.96' (TOTAL --o —108.17' 5 � BRA 4 m� �m LOT 448,127 SO. FT , BRL 'c.n" W- 8, 018 SO. FT. 121.02'— —C7 5' BRL m LOT 47 m h 7,867 SO. FT. NI 5' BRLS 25 J7'49" W �7 v {OPEN SPACE PARCEL 1 3,481 SO. FT. (30.95 \��6S 00 ���, CO 11 UT/Z/ry ON SH.4RE0 Z �`,4 EMENT CS �� J 50, R/\� LOT 48 SEE SHEET 17 NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' F DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com .0 �T 0��Vn MERE No• 10. 1 25' ROAD EFFICIENCY BUFFER II 30' SANITARY SEWER & WATERLINE EASEMENT owl QI 10' GAS EASEMENT SEE DETAIL Q SHEET 21) QQ QI m Z Q I co 50 0 50 GRAPHIC SCALE (IN FEET) REVISED DECEMBER 15, 2006 MARK D. SMITH ; No.002009 lgr�'I�I®vO'4' SUR� 2760B SHEET 16 OF 23 OF 0a�� MER�ONo 0400 --� 30' SANITARY SEWER & WATERLINE EASEMENT 10' GAS EASEMENT 4i (SEE DETAIL (SEE DETAIL SHEET 21) �: JZ SHEET 16) LEA VENWORTH COURT �L 50' R/W O j (19.12) Q m GCS �% . •. -� N V 10' COMMON . . SHARED UTILITY EASEMENT DO20' BRL � 3 OC m LOT 48 N ti= I 10, 612 SQ. FW T. � o 15' BRL kN 0 � y S 253749" W 2 m Z W 115.00' i i o 55 BRL � ` m,'v�jW4Wi ..� LAJ LOT 56to L Z�� 04 QZ 11,055 SQ. FT. ''� oCL[� Z �o 20' 8R O O z L y \ 25.0' 0 �. c�—. co 10' COMMON C20 SHARED UTILITY o 10.0 EASEMENT _o i� IN 1* 1 051 " E I 20' STORM SEWER EASEMENT + o� h (27.95) .� G6 W � BALKAN COURT 50' RA h 50 0 50 GRAPHIC SCALE NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE SECT/ON l° r� STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA M A K D. SMITH SCALE: 1" = 50' DATE: AUGUST 28, 2006 No.002009 /j7%% GREENWAY ENGINEERING 151 Windy Hill Lane �•� ° Engineers Winchester, Virginia 22602 SUR Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 17 OF 23 1 IPNOq.028l4 MERE N0. 1t 151- �I A N 25'3749" E �ry ti 20 ,m W 1,0 O co 95 N . O l N 25' 20 o BRL � ' o � o z CO ice mJ 20' BRL �nJ 20 17159 v N 253749" E 1 v (TOTAL) C18 (TO C6 228.65'- BALKAN COURT 50' R/W 50 0 50 GRAPHIC SCALE NOTE: SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION /ISION PLAT REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE F� SECTION l° r STONEWALL MAGIVER/AL DISTRICT, FREDERICK COUNTY, VIRGINIA MARK D. S ITH SCALE: 1" = 50' DATE: AUGUST 28, 2006 No.002009 GREENWAY ENGINEERING 151 WindyI SurvinrWinchester, Virginia 22602 os Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 18 OF 23 LEA VENWORTH COURT 158.32' 50' R/W 10' COMMON SHARED UTILITY 114.23' (TOTAL) EASEMENT \ 5.00 BRL 20' 49.23 ' BRA �' LQ A CnN^ o� � W J m l v N I J N h ml'I ml�l m ' BRL `�J 15' BRL `�J 15' BRL �J 37'49' E 248.94 TALL o.. 5 65.00' ` 5 00'. DRAINAGE EASEMENT BRL BRL g - BRL v- � zo to 1� y Np N� .h BRL '�J 20' BRL .0 5�00': :o: 49.23'. ':.oC4 0:.C50 09 TAL) 0 crna 0 LOT 56 _ SEE SHEET 17 BALKAN COURT 'o 50' R/W 0 C6 , ---T. COMMON SHARED UTILITY EASEMENT COo 0- CO zo, - N I 0 y �n (12.49' .0OI m 220,gRl. 20' DRAINAGE o EASEMENT 15' BRL — '�65 00 1 ml 15' BRL m N 21'02'45" E 20' SANITARY SEWER EASEMENT Lw I Q N �V= I zC)cto o ti 25' ROAD EFFICIENCY BUFFER N S 25'3749" W ,,-'--395.00' (TOTAL) � N Uj 15' jlko 5'BR L I 15 BRL N Im 3 m �N m "o �o LQ Cc- ---j * ill O cn 1,cC-) m 1 Qz m J L 20' BRL _20' BRL .... 1........ 0.00 '.... Fo------ 10' COMMON SHARED 348.00' (TOT.) UTILITY EASEMENT �25'37'49" W 41av8 - TOTAL SAWTOOTH DRIVE 58' R/W C83 rj 0 tu L 19 N A (1 h - �o T OF P14 00 MER�pNO 04,067,08 50 0 50 GRAPHIC SCALE (IN FEET) NOTE. SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLA T SNOWDEN BRIDGE SECTION / STONEWALL MAGISTER/AL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING /tN 151 Windy Hill Lane ,007 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 "MARK `D.S flT No.002009 2760B SHEET 19 OF 23 N 25'37'49" E v v 0 38:87 o .:.:. 20' BR kl tj co 3 p 20.0' BRA 15' B 70.00' . 14.31) � r 20' BR �I ti O NI J 3 / R w NN �d 21N 12.87' 369.00 0 Z 'JI �V � R L o obi• o � O O00 0 15' B .dznM BR q 2 a14 1�ER��_k�149�no No• 04 �NST. 171.59' (TOTAL) BALKAN COURT 228 65' f- 50' R/W N 25 3749" E 180.10' (TOTAL) 65.00 65.00 C6 C2 :L..'C56: :--- L 20 BRL 1 20' BRL I �t 20' BRL mLU W ko W cs Cn v Cn v� (n � m 20' DRAINAGES EASEMENT mI I ml I ml RLJ 10� 15' BRL LOJ 15' BRL �nJ 15' BRL ' 65.00' =.::. :` ;..: _ ,:':65.00' T 65.00'..::: 55 17 65 00 S 25'3749" 395 00'� (TOTAL) m 15' BRL 20 BRL I I 15 BRL 3 3 N o o, ot O O N N N'o�i C3 N� NI^� N' v Z( v^ 2 o cn Z to L 20 BRL �n I 20' BRL In 15 BRL ��•���•�•55.1T ����:�:': �':':�:�:�:�:•:65.00':•:�:�:�:•:� .•:�::.�:•:•�65.00'��•. .�.:':�:�:�: S 25 37'49" W 348.00' (TOTAL) 10' COMMON SHARED UTILITY _ S 253749" W 410.87' (TO TAEASEMENT SA WTOOTH DRIVE 58' R/W 1-. 50 0 50 GRAPHIC SCALE NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION /ISION PLA T REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE SECTION l° STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA MARK D SCALE: 1" = 009 50' D. SMITH DATE: AUGUST 28, 2006 No.0 SMITH /tN GREENWAY ENGINEERING 151 Windy Hill Lane q 1%41T� Engineers Winchester, Virginia 22602 S`UR Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 20 OF 23 GAS EASEMENT DETAIL (ADDITIONAL INFORMATION SEE SHEET 16) 0 J a- 0 J T.M. 44-A-31 STEPHENSON ASSOCIATES, L.C. \ INST. No. 030005766 ZONE- RA USE- AGRI. L 1, SANITARY SEWER & LOT 44 WATERLINE EASEMENT — (SEE SHEET 16) LOT 45 LOT 46 LOT 47 WADING DUCK WA Y PRIVATE ACCESS DRIVE LEAVENWORTH 20' WATERLINE — COURT EASEMENT 50' R/W (SEE SHEET 16)- LOT 48 c c 20' STORM SEWER LOT 56 EASEMENT (SEE SHEET 17) BALKAN COURT N 59'4745' 50' R/W 150.49' LOT 57 20' SANITARY SEWER EASEMENT (SEE SHEET 19) — N S �F A. P kg14 1N51 I � \ 10' GAS EASEMENT >EE DETAIL THIS SHEET) SANITARY SEWER (SEE SHEET 16) i 1 25' ROAD 'IENCY BUFFER A co y PEN SPACE PARCEL 3 23,229 SO. FT. 0 0.5333 ACRES W R T.M. 44-A-293 STEPHENSON VILLAGE, L.L.C. r o INST. No. 040021293 h ZONE- R4 CO USE- VACANT ! RESIDUE 179.8653 ACRES N 0 w 25' ROAD Lo Z LOT 68 ::-EFFI IENCY BUFFER o ........:...o V SAWTOOTH DRIVE 58' R/W 3 N W a=o N 25'3749" E Z W Z ' Q cn 15.25 C63 150 0 75 150 GRAPHIC SCALE NOTE' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT IREVISED DECEMBER 15, 2006 SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 150' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane 00*7 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.com t MARK D. SMITH 9 No.002009 2760E SHEET 21 OF 23 NOTE SAWTOOTH DRIVE 1 58 R,4 �UJ4 - - R�p1PN 0U42aN 66*29'49 a W NS No• IOJ 73' LOT 4 LOT 3 LOT 2 LOT 1 76.22' ° 20'00'30'� 61,E � 4- LOT 7 ,LOT 8 + 41STORM SEWER & ` N 69-4523A E , pti r DRAINAGE ESMT. 0 76 24' drLO (SEE SHEET 7) LOT 9 N 64'22'11 " W 83.J5' J LOT 10 LOT 11 / 20' SANITARY SEWER EASEME NT T (SEE SHEETS 7, 8 & 9) LOT 12 LOT 13 LOT 14 10' COMMON SHARED UTILITY ESMT. LOT 15\ WETLAND /./ PRESERVATION AREA / `(SEE SHEET 23) � OPEN SPACE / / :1 2s ROAD ,� PARCEL 2 / � •:�'• EFFICIENCYi 143 417 SO. FT� ',� BUFFER J.NN ACRES/ 10' COMMON / / r SHARED UTILITY EASEMENT S . 43 6, T.M. 44—A-293 STEPHENSON VILLAGE, L.L.C. INST. No. 040021293 ZONE- R4 USE- VACANT .` .1 RESIDUE 179.8653 ACRES �(;g ' SANITARY SEWER ESMT. 100 0 100 (SEE SHEET 10) ",--j GRAPHIC SCALE SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) i all 15 loe FINAL SUBDIVISION PLAT SNOWDEN BRIDGE. SECT/ON l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE: 1" = 100' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING /tN 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone. (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 o r MARK D. MITH No.002009 \lez�l sv� 2760B SHEET 22 OF 23 C: v G? LOT 7 LOT 3 LOT 2 / 9 N 20'O030" £ 64'2%I- LOT LOT 8 76.22' M %10 OF 83.35N 69'45'23" E �NST, N p¢p 2��_ 76.24' _ _ -,:1 LOT 1 20' SANITARY `LOT 10 \9 'J I 0'02� W ✓ v` N 20'2 SEWER EASEMENT : (256.46) ; :: S 62'05'52' E X�b,�(SEE SHEETS 7, 8 do 9) LOT 11 �6'i :STORM .SEWER 8c 6 Zo� DRAINAGE ES .. LOT 12 �$� i, 3" (SEE SHEET % LOT 13 O. N INETLAl1®S: :: • : :' • :' .: •':.?cS':'. • r.,'_:, r. K 6g2 '�:�AF�E$ERVAT101V;::�::;::;::;'::;•::::•:.o_•: LOT 14• �209 91►� PARCEL 2E :�S 21.50'29 E i / 16'� 5 S££ SHEET _ : E 25' ROAD / • (16.05' �' ' %�h �' EFFICIENCY )• � • ••� •'•� • � . •'.� � • •••'�' •• N•:..� �' iiBUFFER O N 64-22'11" W:::::::;:: A$. :83.35' ' S `� �� 10' COMMON ���... SHARED UTIUTY —' ' "UL.pFiD EASEMENT ' 7(4Ll'.43� gAIDO,� R/W ) S 1O1� Lo� No 6, / — SEE N 2 OF 23) SNE 100 0 100 GRAPHIC SCALE NOTE.' SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINM SCALE: 1" = 100' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 2760B SHEET 23 OF 23 M VIRGINIA: FREDERICK C©UNTY.SCT. This instrument of writing was produced to me on -►g-01 at �.n� AM and �Oth certificate acknowledgement thereto annexed was admitted to record. Tax imposed by Sec. 58.1-802 of $ I� , and 58.1-801 have been paid, if assessable. 46e-t %) , Clerk CO Y of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 April 17, 2007 Mr. Mark D. Smith, L.S. Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Approval of Snowden Bridge Section One Property Identification Number (PIN) 944-A-293 R-4 (Residential Planned Community) Zoning District Dear Mr. Smith: This letter is to confirm that the plats for Snowden Bridge Section One have been approved. This subdivision allows for the development of 68 new single-family residential lots. The appropriate construction guarantee and deed of dedication have been received. Attached are five (5) copies of the approved plat for your records and distribution. Please return a copy of the recorded plat to this office. If you have any questions, please call me at (540) 665-5651. Sincerely, Mark R. Cheran Zoning & Subdivision Administrator MRC/dlw Attaclunents cc: Charles S. DeHaven, Jr., Stonewall District Supervisor Jolm Light and Gary Oates, Stonewall District Planning Commissioners Jane Anderson Real Estate Commissioner of Revenue Brookfield Stephenson Village, LLC,8500 Executive Park Ave.,Ste.30,Fairfax, VA 22031 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 DATE OF INSTRUMENT: BRIEF DESCRIPTION OF PROPERTY: INSTRUMENT NUMBER WHERE PROPERTY ACQUIRED: PLAT ATTACHED: PLAT PREPARED BY: TAX MAP PARCEL NO.: PREPARED BY AND RETURN TO: February 6 2007 201.7097 ACRES OF LAND, MORE OR LESS, KNOWN AS SECTION 1, SNOWDEN BRIDGE 040021293 PLAT NO. 2760B GREENWAY ENGINEERING 44-A-293 DAVID C. CULBERT, P.L.C. 30C Catoctin Circle, S.E. Leesburg, Virginia 20175 (12375.013) DCC THIS DEED OF DEDICATION, SUBDIVISION, EASEMENT, AND CONVEYANCE (the "Deed") is made this 6th day of February 2007, by and between BROOKFIELD STEPHENSON VILLAGE, L.L.C., a Virginia limited liability company (hereinafter referred to as "Owner"); LENKA LUNDSTEN, TRUSTEE and LINDA M. LONG, TRUSTEE, Trustees, either of whom may act (hereinafter collectively referred to as the "Trustees"); BANK OF AMERICA, N.A. (hereinafter referred to as the "Beneficiary"); the BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA, a body corporate and politic (hereinafter referred to as "County"); the FREDERICK COUNTY SANITATION AUTHORITY, a body corporate and politic (hereinafter referred to as "Authority"); SHENANDOAH GAS COMPANY, a Virginia corporation (hereinafter referred to as "Shenandoah Gas"); and SNOWDEN BRIDGE COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act (hereinafter referred to as the "Association"). 1 RECITALS: A. The Owner is the owner and proprietor of certain real property (the "Property"), as shown on plat number 2760B, dated August 28, 2006, entitled "Final Subdivision Plat, Snowden Bridge, Section 1," and prepared by Greenway Engineering of Winchester, Virginia, certified land surveyors (the "Plat") which Plat is attached hereto. B. The Property is situated in Frederick County, Virginia; Owner having acquired the Property by deed recorded as Instrument Number 040021293, among the land records of Frederick County, Virginia (the "Land Records") C. It is the desire and intent of Owner to subdivide the Property into lots and parcels, and to dedicate, grant, and convey for public use, the streets and thoroughfares in accordance with this Deed and the Plat. D. It is the desire and intent of Owner to grant and convey unto the County and unto the Authority, the easements in the locations as shown on the Plat and as hereinafter provided. E. It is the desire and intent of Owner to grant and convey unto the Association, the easements in the locations as shown on the Plat and as hereinafter provided. F. It is the desire and intent of Owner to create and establish easements for ingress and egress over and across the Property, said easements being more particularly bounded and described on the Plat and as hereinafter provided. G. It is the desire and intent of Owner to convey a portion of the Property to the Association. H. The Property is subject to the lien of a certain Deed of Trust dated November 24, 2004, and recorded as Instrument Number 040024825 at Page 0103 among the Land Records (the "Deed of Trust"), wherein the Property was conveyed unto the Trustees, either of whom may act, in trust, to secure a certain indebtedness, as more specifically set forth therein. 2 I. The Property is, or will be, subject to the terms and conditions of the Declaration For Snowden Bridge (the "Declaration"), a declaration for a property owners association formed pursuant to the Virginia nonstock corporation act. SUBDIVISION NOW THEREFORE WITNESSETH, in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner, together with the Trustees, hereby subdivides the Property containing 201.7097 acres, into lots and parcels, to be known as Lots 1 through 68, inclusive, and Open Space Parcels 1,2,3 and 4, Section 1, Snowden Bridge, as well as three (3) private drives shown and depicted on the Plat as "Prarie Place", "Wading Duck Way" and "Friendship Corner" in accordance with the Plat which is expressly incorporated herein and made a part of this Deed. STREET DEDICATION THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00) cash in hand paid, receipt of which is hereby acknowledged, Owner dedicates to the County the 4.1526 acres for public street purposes as so designated on the Plat. This dedication is made in accordance with the statutes made and provided therefor. COUNTY EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner grants and conveys unto the County, its successors and assigns, the easements as hereafter set forth in the respective locations shown on the Plat as follows: A. Emergency Ingress and Egress Easement. An easement for ingress and egress, for construction and maintenance of utilities, for County and other emergency vehicles, and for the purpose of performing any governmental functions which the County may find necessary or 3 desirable to perform, including but not limited to police and fire protection, over and across all private streets, and/or private access easements, and ingress and egress easements, as shown on the Plat. Notwithstanding the foregoing, in the event any of such private streets, public and/or private access easements, and/or ingress and egress easements are hereafter adjusted, relocated, reconfigured, or otherwise altered, these easements, shall automatically be adjusted so that no portion of the Property which ceases either to be a private street, public or private access easement, or ingress and egress easement, shall be subject to these easements. B. Storm Drain Easements. Easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future stormwater management facilities, storm drainage lines, storm sewer lines, or other drainage structures, including building connection lines, plus all necessary inlet structures, manholes, and appurtenances for the collection of storm waters and its transmission through and across the said property of Owner, said easements being more particularly bounded and described on the Plat. The foregoing easements are subject to the following conditions where applicable: 1. All sewers, manholes, inlet structures, and appurtenant facilities which are installed in the easements shall be and remain the property of the County, its successors and assigns. 2.. The County and its agents shall have full and free use of said easements . for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the easements including the right of access to and from the easements and right to use adjoining land where necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and further, this right shall not be construed to allow the County to erect any building or structure of a permanent nature on such adjoining land. C! 3. The County shall have the right to trim, cut, and remove trees, shrubbery, fences, structures, or other obstructions or facilities in or near the easements being conveyed, deemed by it to interfere with the proper and efficient construction, operation, and maintenance of said easements; provided, however, that the County, at its own expense, shall restore, as nearly as possible, the premises to their original condition. Such restoration shall include the backfilling of trenches, the replacement of fences and shrubbery, the reseeding or resodding of lawns or pasture areas, and the replacement of structures and other facilities located outside the easements, but shall not include the replacement of structures, trees, or other facilities located within the easements. 4. Owner reserves the right to construct and maintain roadways over said easements to the extent not prohibited or restricted by ordinance and to make any use of the easements herein granted which may not be inconsistent with the rights herein conveyed, or interfere with the use of said easements by the County for the purposes named; provided, however, that Owner shall not erect any building or other structure, excepting a fence, on the easements without obtaining the prior written approval of the County. 5. The individual Lot owners and/or the Association shall be responsible for maintenance of storm drainage easements conveyed herein in accordance with the terms and conditions of the Declaration. Each lot owner's responsibility to perform such maintenance obligations shall run with the land. SANITATION AUTHORITY EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner 5 grants and conveys unto the Authority, its successors and assigns, the easements as hereafter set forth in the respective locations as shown on the Plat, as follows: A. Waterline Easements. Waterline and water meter easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future water. mains, including fire hydrants, valves, meters,. building service connections, and other appurtenant facilities for the transmission and distribution of water through, upon, and across the property of Owner, said easements being more particularly bounded and described on the Plat. B. Sanitary Sewer Easements. Easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future sanitary sewer lines, including building connection lines, sanitary lateral lines, manholes and all other appurtenant facilities necessary for the collection of sanitary sewage and its transmission through and across the property of Owner as shown on the Plat. The foregoing easements to the Authority are subject to the following conditions: 1. All water mains, sewer lines, and appurtenant facilities which are installed in the easements shall be and remain the property of the Authority, its successors and assigns. 2. The Authority and its agents shall have full and free use of said easements for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the easements including the right of access to and from the easements and the right to use adjoining land where necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and further, this right shall not be construed to allow the Authority to erect any building or structure of a permanent nature on such adjoining land. 3. The Authority shall have the right to trim, cut, and remove trees, shrubbery, fences, structures, or other obstructions or facilities in or near the easements being G conveyed, deemed by it to interfere with the proper and efficient construction, operation, and maintenance of said water mains, sewer lines, and appurtenant facilities; provided, however, that the Authority at its own expense shall restore as nearly as possible, to their original condition, all land or premises included within or adjoining said easements which are disturbed in any manner by the construction, operation, and maintenance of said water mains, sewer lines and appurtenant facilities. Such restoration shall include the backfilling of trenches, the replacement of fences and shrubbery, the reseeding or resodding of lawns or pasture areas, and the replacement of structures and other facilities located outside the easements, but shall not include the replacement of structures, trees, and other facilities located within the easements. 4. Owner reserves the right to construct and maintain roadways over said easements and to make use of the easements herein granted which may not be inconsistent with the rights herein conveyed, or interfere with the use of said easements by the Authority for the purposes named; provided, however, that Owner shall not erect any building or other structure, except a fence, on the easements without obtaining the prior written approval of the Authority. PRIVATE DRIVE INGRESS/EGRESS EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner creates and establishes easements for ingress and egress and for the construction and maintenance of utilities in the location as shown on the Plat, designated thereon as "Friendship Corner", "Prarie Place", and "Wading Duck Way", for the use and benefit of the lot(s) served thereby. Each parcel subject to an easement for ingress and egress, as well. as the easement itself, may hereinafter collectively be referred to as a "Private Drive". Friendship Corner shall serve Lots 4, 5 and 8, Section 1, Snowden Bridge. Prarie Place shall serve Lots 38, 39 and 40, Section 1, Snowden Bridge. Wading Duck Way shall serve Lots 44, 45, 46 and 47, Section 1, Snowden 7 Bridge. The Association shall be responsible for the maintenance and repair of the easement areas. The costs of maintenance, repair and/or replacement shall be assessed against the individual lots benefited by the applicable Private Drive, as "Limited Common Expenses", as determined by the Board of Directors of the Association, pursuant to the terms and conditions of the Declaration. The construction, maintenance and repair of the easement areas shall not be the responsibility of the County or the Commonwealth. These .easements shall include the irrevocable right of each owner of a benefited Lot, their successors, assigns, tenants, guests and invitees to have pedestrian access, as necessary, to and from their respective lots over the respective Private Drives. Parking within the easements shall be subject to the terms and conditions of the Declaration, as the same may be amended and modified from time to time. The easements may be modified by the Board of Directors of the Association, from time to time, provided that in no event shall any Lot's access be eliminated or materially impaired. In the event the parties hereafter enter into any boundary line adjustments or similar documents affecting any Private Drive, the easement shall only affect the Private Drive, as so adjusted, and shall not affect any individual residential lot. CSE EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner grants and conveys unto the Association the common and shared utility easements over those certain areas in the locations shown on the Plat, as "Common Shared Utility Easement(s)" in accordance with the terms and conditions of the Declaration. These easements are supplemental to, and not in lieu of or otherwise restrictive of easements for utilities, as set forth in the Declaration. SHENANDOAH GAS EASEMENTS THIS DEED FURTHER WTTNESSETH, that for and in consideration of the sum of One Dollar ($1.00), cash in hand paid, and other good and valuable consideration, the receipt of which is hereby acknowledged, the Owner does grant and convey, with Special Warranty. of Title, to the Shenandoah Gas, its successors and assigns, perpetual ten foot (10') wide easements and rights -of -way for purposes of constructing, replacing, reconstructing, maintaining, operating and removing a pipeline(s) or service pipe(s), for the transportation of gas, and appurtenances necessary to operate said pipeline(s) or service pipe(s) over, along and through the Property, with further right to cross the Property for the purpose of ingress and egress to and from the aforesaid rights -of -way, but said right is limited to the most direct route causing least disturbance to the Property. The pipeline(s) shall be installed along a line in the locations labeled on the Plat as "10' Gas Easement". The gas pipeline(s) or service pipe(s) to be laid under this grant shall be constructed and maintained below cultivation, so that Owner, its successors and assigns, may fully use and enjoy the premises, except for the purposes herein granted to Shenandoah Gas and provided the Owner, its successors and assigns, shall not construct or permit to be constructed any house, structures or obstructions within the easement area, nor shall any grade changes over said facilities be made. The consideration paid for these easements and rights -of -way includes damages, if any, to Owner's Property outside the easement areas. In addition, Shenandoah Gas shall pay to the Owner, its successors and assigns, actual damages that may arise from reconstruction, replacement, maintenance, operation and removal of said gas pipeline(s) or service pipe(s) or appurtenances. Owner covenants that Owner has the right to convey said rights -of -way; that Shenandoah Gas shall have quiet and peaceful possession, use and enjoyment of the aforesaid rights -of -way 9 rights and privileges, and that Owner will execute such further assurances of said rights -of -way as may be requisite. TRUSTEES RELEASE AND SUBORDINATION THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the. sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, the Trustees, as authorized to act by Beneficiary, as shown by its execution hereto, do release and discharge from the lien of the Deed of Trust those portions of the Property dedicated for public use, Open Space Parcels 1, 2, 3 and 4, Section 1, Snowden Bridge, and each Private Drive, and subordinate the lien of the Deed of Trust to the. easements herein. conveyed. TO HAVE AND TO HOLD SAID released property unto Owner, its successors and assigns, fully released and discharged from the liens and operations of the Deed of Trust. It is expressly understood that the release of the portion of the Property from the lien of the Deed of Trust shall not affect in any way the lien of the Deed of Trust upon the other land conveyed thereby and not released hereby, and the Deed of Trust shall remain in full force and effect as to the land conveyed thereby and not released hereby, subject to the easements herein conveyed. CONVEYANCE TO ASSOCIATION THIS DEED FURTHER WTTNESSETH, that in consideration of the premises and the . sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Owner GRANTS AND CONVEYS WITH SPECIAL WARRANTY OF. TITLE unto the Association, Open Space Parcels 1, 2, 3 and 4, SECTION 1, Snowden Bridge, to have and to hold unto the Association, its successors and assigns. 10 MISCELLANEOUS Headings used in this Deed are for convenience purposes only and are not intended to affect the express terms herein set forth. This Deed is made in accordance with the statutes made and provided in such cases; with the approval of the proper authorities of Frederick County, Virginia, as shown by the signatures affixed to the Plat and this Deed, as applicable, and is with the free consent and in accordance with the desire of Owner, the owner and proprietor of the land depicted on the Plat, and the Trustees, as aforesaid. The Association executes this Deed for the purpose of accepting responsibility for all maintenance and other obligations assigned to or assumed by the Association under this Deed. The undersigned warrants that this Deed is made and executed pursuant to authority properly granted by the articles of organization, operating agreement or majority vote of the members of the Owner. IN WITNESS WHEREOF, the parties have caused this Deed to be executed, under seal. FURTHER WITNESS the following signatures and seals. [SIGNATURE PAGES FOLLOW] 11 BROOKFIELD STEPHENSON VILLAGE, L.L.C., a Virginia limited liability comp By:.Brookfield as ngto L anager By: (SEAL) Name. Richard J. Dengler Title: Vice President for Manager COMMONWEALTH OF VIRGINIA, COUNTY OF Fairfax , to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that Richard J. Dengler gas Vice President for Manager of Brookfield Stephenson, Village, L.L.C, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this 6th day of February 2007. My Commission expires: € -- --, IJ74- _ f 13l /08 p No �ublic Joa S nley 12 (SEAL) "JUnka Lunden, Trustee (SEAL) Linda M. Long, Trustee COMMONWEALTH OF VIRGINIA, COUNTY OF FA A-rA'l , to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that LENKA LUNDSTEN, TRUSTEE, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this d J ' day of FVBa<,,_ t 2V , 2007. My Commission expires: �-30 - -MM � N ary Public COMMONWEALTH OF VIRGINIA, COUNTY OF , to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that LINDA M. LONG, TRUSTEE, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this day of , 2007. My Commission expires: Notary Public 13 BANK OF AMERICA, N.A. (SEAL) Name: Title: �� N art: ✓I c $�.�-s i.�c�/i - STATE OF VI tZG 1 X1 1* , COUNTY OF PA IILGa til , to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that -JF*1J"y 77'E Jo2DAN , as,%Ptor- ytc.E F94Sive"N T of BANK OF AMERICA, N.A., whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this 914' day of �`EC3/Lc-�.�r2� , 2007. My Commission expires: Q' Not Public 14 SNOWDEN BRIDGE COMMUNITY ASSOCIA' fh By: (SEAL) Name: Richard J Dengler Title: President COMMONWEALTH OF VIRGINIA, COUNTY OF I I , to wit: Fairf ax .I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that Richard J. Dengler gas President of SNOWDEN BRIDGE COMMUNITY ASSOCIATION, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this My Commission expires: 7/3-1/08 6th day of February , 2007. 15 FREDERICK AUTHORITY COUNTY SANITATION By: (SEAL) Name: Title: COMMONWEALTH OF VIRGINIA, COUNTY OF FREDERICK, to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that , as of the FREDERICK COUNTY SANITATION AUTHORITY, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the same in my jurisdiction aforesaid. GIVEN under my hand and seal this My Commission expires: day of , 2007. Notary Public 16 The Foregoing. Easements Are Hereby Accepted Pursuant To Virginia Code Section 15.2-1803 APPROVED AS TO LEGAL FORM: BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA By: (SEAL) Assistant County Attorney Name: Title: COMMONWEALTH OF VIRGINIA, COUNTY OF FREDERICK, to wit: I, the undersigned Notary Public, in and for the jurisdiction aforesaid, do hereby certify that , as of the BOARD OF SUPERVISORS OF FREDERICK COUNTY, VIRGINIA, whose name is signed to the foregoing Deed, appeared before me and personally acknowledged the "same in my jurisdiction aforesaid. GIVEN under my hand and seal this day of My Commission expires: Notary Public 17 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION l STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRG/N/A AUGUST 28, 2006 �1 Rt 761 Z harles w e .r„• �P Sao ono ae Qt - Old Charle -owrL Ro M°oo8s8 �,,a9� boa ac opCD o' Sl T a VICINITY MAP ` 1" = 2000' OWNER'S CERTIFICATE . THE ABOVE AND FOREGOING�SOBDIVIS/ON IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES -OF 7HE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. Brookfie1-d7Sbeephensbn7Vi11age, LLC By: !d/ Washi /gtori, LLC, Br—ookf"ie Manager ,/ OL// / Richard J. Dengler, .Vice President for Manager i COMMONWEALTH OF WRGINIA COUNTY OF Fairfax TO .WIT. THE FOREGOING OWNER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS 6th DAY OF Februar , 20 07 BY Richard J. Dengler NOTARY PUBLIC — MY COMMISSION f_Xp.IRES 7/31/08 � Joan S. Stanley s SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE LAND CONTAINED /N THIS SUBDIVISION /S A PORTION OF THE LAND CONVEYED TO BROOKFIELD STEPHENSON VILLAGE, L.L.C. BY DEED DATED OC OBER 15, 2004, OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT CLE K'S OFFI AS INSTRUMENT No. 040021293. MARK D. SMITH, L.S. NOTE: PARENT TAX PARCEL IDENTIFICATION BRO007ELD S7FPHENSON VILLAGE, L.L.C. T.M. 44 A-293 201.7097 ACRES ZONE.• R4 USE.• VACANT APPROVA—LS: fVNkZ, REVISED DECEMBER 15, 2006 r ����� �F�RE Rl K COUNTY NITATION U ORITY DATE TH OF j C� O .�/• VlR N D ARTM OFT RTA77ON - GATE r MARK D. SMITH FREDERICK COUNTY SUBDIVISION ADMINISTRATOR DATE' No.002oos GREENWAY ENGINEERING P 2 11 10 /ttN 151 Windy Hill Lane -`3 4 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 12760B SHEET 1 OF 23 Founded in 1971 www.greenwayeng.com AREA TABULATION: T.M. 44—A-293 (ORIGINAL AREA) 201.7097 ACRES AREA OF' LOTS (68): 13.3867 ACRES AREA OF OPEN SPACE. 4.0157 ACRES AREA OF PRIVATE RIGHT OF WAY DEDICATION., 0.2894 ACRES AREA OF DEDICATED RIGHT OF WAY, — 4.1526 ACRES RESIDUE OF T.M. 44—A-293 179.8653 ACRES LEGEND STORM SEWER/ BRL = BUILDING RESTRICTION LINE DRAINAGE EASEMENT PER ZONING ORDINANCE HEREBY DEDICATED • = POINT (UNMONUMENTED) COMMON SHARED O = 1/2" IRON REBAR &CAP SET UTILITY EASEMENT (UNLESS OTHERWISE NOTED) HEREBY DEDICATED = CENTERLINE SANITARY SEWER EASEMENT R/W = RIGHT OF WAY HEREBY DEDICATED IRF = 1/2" IRON REBAR FOUND IPF = 1/2" IRON PIPE FOUND PROFFERS 1. PROFFERS ON FILE IN FREDERICK COUNTY, VIRGINIA AS REZONING APPLICATION f 06-03. NOTES 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY BY THIS FIRM. 2. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. 3. THE PROPERTY SHOWN HEREON LIES ENTIRELY WITHIN ZONE C, AREAS OF MINIMAL FLOODING, PER N.F.I.P. FLOOD INSURANCE RATE MAP NO. 51006J 0110 B, DATED JULY 17, 1978. 4. ALL RIGHTS OF WAY SHOWN WITHIN THIS SUBDIVSION ARE HEREBY DEDICATED TO THE COMMONWEALTH OF VIRGINIA FOR PUBLIC USE. 5. ROAD EFFICIENCY BUFFER PER PROFFERS. 6. RIGHT OF WAY INFORMATION FOR SNOWDEN BRIDGE BOULEVARD TAKEN FROM THE PLAT ENTITLED: "RIGHT OF WAY DEDICATION PLAT OF THE LAND OF BROOKFIELD STEPHENSON VILLAGE, LLC" DATED JUNE 1, 2006 PREPARED BY THIS FIRM AND IS NOT YET OF RECORD. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: N/A I DATE: AUGUST 28, 2006 /4j7*N GREENWAY ENGINEERING 151 Windy Hill Lane k4007 Engineers Winchester, Vlir*nia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 OF Sri r� MARK D. SMITH No. 002009 SU; 2760B SHEET 2 OF 23 KEYMAP T.M. 44—A-293 STEPHENSON VILLAGE, L.L.C. INST. No. 040021293 ZONE. R4 USE. VACANT RESIDUE 179.8653 ACRES T.M. 44—A-31 STEPHENSON ASSOCIATES, L.C. PARCE PLACE INST. No. 030005766 PRIVATE DRIVE AGRI. ZONE .• RA USE.• 38 44 38 37 40 45 SHEET INDEX 1. COVER SHEET 2. NOTES & LEGEND J. KEYMAP & SHEET INDEX 4. LINE TABLE & CURVE TABLE 5. CURVE TABLE 6. CURVE TABLE, EASEMENT LINE TABLE & EASEMENT CURVE TABLE Z LOTS 1-4 & 8 8. LOTS 5-7 & 9-10 9. LOTS 11-14 10. LOTS 15-17 11. LOTS 18-22 12. LOTS 23-27 13. LOTS 28—JJ 14. LOTS 34-38 15. LOTS 39-43 16. LOTS 44-47 & OPEN SPACE 1 17. LOTS 48&56 18. LOTS 49-55 & OPEN SPACE 4 rB 19. LOTS 57-58 & 67-68 20. LOTS 59-66 21. OPEN SPACE 3 17 22. OPEN SPACE 2 23. WETLAND EASEMENT DETAIL 16 15 46 �v p 35 N N 47 22� a a 33 LEA VENWORTH COURT 48 Q 56 30 y CM b b b 28 BALKAN COURT 28 27 26 25 24 mlml�l�l�l� "Imlmlmimlm SAWTOOTH DRIVE ao to N N FR/ENDSMP 7 WAY �-'R?WATE DRIVE 8 / i 10 / r rr ;? N ��ry oQ�`l FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 200' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com LEGEND 0. S.1 = OPEN SPACE PARCEL 1 0. S. 4 = OPEN SPACE PARCEL 4 00 0 200 GRAPHIC SCALE (IN FEET) REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 �L4� 2760B SHEET 3 OF 23 LINE TABLE LINE BEARING DISTANCE L 1 S 794351 " E 26.85' L2 N 10' 16'09 " E 40.00' L3 N 41'45'01 " W 40.00' L4 N 41'56'14" W 11.74' L5 S 61'5538" E 5.00, L6 N 7704'46" E 32.85' L 7 S 12'40'24 " E 37.60' L8 N 77'04'46" E 32.85' L9 S 1 T 19'27" E 40.89' L 10 N 70'3749" E 35.36' L 11 S 19'22' 11 " E 35.36' L 12 S 69'53'41 " W 35.81 ' L 13 N 20'03'15" W 34.93' L 14 N 38'51 '54" W 27.87' L 15 S 64'22' 11 " E 20.00' L 16 N 26'35'10" E 34.93' LINE BEARING DISTANCE L 17 N 2635'10" E 8.48' L 18 N 26'35' 10" E 26.45' L 19 S 25'3749" W 7.00' L20 I N 253749 " E 16.30' L21 S 72'59'16" E 47.70' L22 S 06'5827" E 23.68' L23 S 08'04'02" E 23.68' L24 S 0720'59 " W 23. 68' L25 I N 74' 11 '29" W . 52.52' L26 N 68'20'45" W 41.34' L27 N 583757" W 59.55' L28 N 51'41 '22" W 50.67' L29 N 39'4722" W 46.59' CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C1 1500.00' 05'44'04" 150.11, 75.13' S 224547" W 150.07' C2 500.00' 12'5353" 112.56' 56.52' N 57*55'14" W 112.32' C3 500.00' 09'5927" 87.19' 43.70' N 59 2227" W 87.08' C4 1 500.00' 02'5426" 25.37' 12.69' N 525531 " W 25.37' C5 300.00' 2237' 11 " 118.44' 60.00' N 36'5624 " E 117.67' C6 300.00' 235952" 125.65' 63.76' N 13'3753" E 124.74' C7 750.00' 243449" 321.76' 163.39' S 52'04'46" E 319.29' C8 200.00' 395629" 139.42' 72.68' S 59'4536" E 136.62' C9 1529. 00' 0421 '56" 116.50' 58.28' N 22'04'4J" E 116.47' C10 525.00' 12'5353" 118.19' 59.34' N 57*55'14" W 117.94' C 11 25.00' 56' 15'04 " 24.54' 13.36' S 79'3549 " E 23.57' C 12 65.00' 292'30'07" 331.83' 43.43' S 38'31 '42" W 72.22' C 13 25. 00' 56' 15'04" 24.54' 13.36' S 23'20'46" E 23.57' C14 325.00' 07'43'18" 43.80' 21.93' N 292928" E 43.77' C 15 25.00' 76' 13'33" 33.26' 19.61 ' N 04'45'39 " W 30.86' C 16 65.00' 271 '07'25" 307.58' 63.74' N 87' 1843" W 91.02' C 17 275.00' 22'37' 11 " 108.57' 55.00' S 365624 " W 107.86' C18 275.00' 08'02'21" 38.59' 19.32' N 21'3639" E 38.55' C 19 25.00' 65'00'51 " 28.37' 15.93' N 14'5457" W 26.87' C20 66.00' 292'4324 " 337.19' 43.91 ' N 81 '03'40 " W 73.12' C21 25.00' 50' 11 '35" 21.90' 11.71 ' S 40' 12' 14" W 21.2 1' C22 325.00' 10'31'22" 59.69' 29.93' S 20'22'08" W 59.60' C23 475.00' 04'0527" 33.92' 16.97' S 62' 19'27" E 33.91 ' C24 775.00' 24'3449" 332.48' 168.84' S 52'0446" E 329.94' C25 175.00' 20'4346" 63.32' 32.01' S 50'09'15" E 62.97' C26 15.00' 102'49'01 " 26.92' 18.80' N 68'0422" E 23.45' C27 65.00' 263'36' 18" 299.05' 72.69' N 31 '32'00" W 96.9 1' C28 225.00' 3975629" 1 156.85' 81.76' N 59'45'36" W 153.69' C29 1 725.00' 24'34'49" 311.03' 157.95' N 52'04'46" W 308.65' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, V/RGINIA SCALE: N/A DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 u MARK D. SMITH No.002009 2760E SHEET 4 OF 23 CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH 00 1471. 00' 04' 15'47" 109. 45' 54. 75' S 22'01 '39" W 109. 43' C31 1529.00' 03'35'18" 95.76' 47.90' S 22'28'02" W 95.74' - C32 525.00' 02'2226" 21.75' 10.88' S 63' 10'S8" E 21.75' C33 525.00' 06'47'05" 62.17' 31.12' S 5836'12" E 62.13' 04 525.00' 03'4422" 34.27' 17.14' S 53'20'29" E 34.26' 05 65.00' 19'40' 17" 22.32' 11.27' N 82'06'47" E 22.2 1' C36 65.00' 62'05'35" 70.44' 39.13' S 5700'17" E 67.05' 07 65.00' 5720'27" 65.05' 35.54' S 02'4244" W 62.37' 08 65.00' 20'55' 18 " 23.74' 12.00' S 41 'S0'37" W 23.60' 09 65.00' 65'01 ' 14 " 73.76' 41.43' S 84'4853" W 69.87' C40 65.00' 67*27'16" 76.53' 43.39' N 28'56'52" W 72.18' C41 25.00' 25'42'04" 11.21' 5.70' S 20'30'06" W 11.12' C42 25.00' 5011 '29" 22. 05' 11.80' S 1 T36'41 " E 21.34' C43 65.00' 99'00'52" 112.33' 76.13' S 06'38'01 " W 98.86' C44 65.00' 59 2922" 67.49' 37.14' S 85'53'08" W 64.50' C45 65.00' 112'37'10" 127.76' 97.50' N 08'03'36" W 108.17" C46 275.00' 05'3224" 26.59' 13.31' N 452847" E 26.58' C47 275.00' 13'4734" 66.20' 33.26' N 354849" E 66.04' C48 275.00' 03' 17' 13" 15.78' 7.89' N 2716'25" E 15.77' C49 275.00' 03' 17' 13 ". 15.78' 7.89' S 23'59' 13" W 15.77' C50 275.00' 04'45'08" 22. 81 ' 11. 41 ' S 19S8'02 0 W 22. 80' C51 66.00' 34 2244" 39.60' 20.42' S 30' 14'01 " E 39.01 ' C52 66.00' 133'14'55" 153.49' 152.70' S 53'3449" W 121.17' C53 66.00' 88'1432" 101.65' 64.00' N 15'40'23" W 91.90' C54 66.00' 36'51'13" 42.45' 21.99' N 46'5225" E 41.72' C55 325.00' 01'00'00" 5.67' 2.84' N 15'3627" E 5.67' C56 325.00' 0931 '22" 54.02' 27.07' N 20'52'08" E 53.95' C57 775.00' 05'2633" 73.62' 36.84' N 61'3854" W 73.59' C58 775.00' 05'08' 18" 69.50' 34.77' N 56'21 '29 " W 69.48' C59 775.00' 04'54'55" 66. 48' 33.26' N 5 P 19'S3" W 66. 46' C60 775.00' 04'54'50" 66.47' 33.25' N 4625'00" W 66.45' C61 775.00' 04' 10' 14 " 56.4 1' 28.22' N 41 '52'29 " W 56.40' C62 65.00' 84'57'17" 96.38' 59.51' S 59'08'30" W 87.79' C63 65.00' 100' 18'31 " 113.80' 77.89' N 28' 13'37" W 99.81 ' C64 65.00' 78'20'30 88.88' 52.96' N 61'05'54" E 82.11' C65 225.00' 1124'09" 44.78' 22.46' S 74'01'47" E 44.70' C66 225.00' 1702'22" 66.9 1' 33.71 ' S 59'48'31." E 66.67' C67 225.00' 112958" 45.16' 22.66' S 45'3221 " E 45.08' C68 725.00' 01 '00'S5" 12.85' 6.42' S 40' 17'49 " E 12.85' C69 725.00' 06'5657" 87.93' 44.02' S 44'16'45" E 87.88' C70 725.00' 06'56'57" 87.93' 44.02' S 51'13'42" E 87.88' C71 725.00' 07' 11 '35" 91.02' 45.57' S 58' 1758" E 90.96' C72 725.00' 02'2825" 31.30' 15.65' S 63'07'58" E 31.30' C73 1471.00' 03'39'14" 93.81' 46.92' N 22'19'55" E 93.79' C74 630.00' 1910333" 209.57' 105.76' N 73'53'57" W 208.60' C75 650.00' 18'31 ' 15" 210.11 ' 105.98' S 733748" E 209.20' C76 630.00' 06'5825" 76.68' 38.39' S 79'56'31 " E 76.63' C77 630.00' 05'5922" 65.86' 32.96' S 73'2737" E 65.83' C78 1 630.00' 1 05'5523" 65.13' 32.59' S 6730'15" E 65.10' C79 1 630.00' 1 00'10'23" 1.90, 0.95' S 64'2722" E 1.90' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON l STONEWALL MAGISTERML DISTRICT, FREDERICK COUNTY WGINIA SCALE: N/A I DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 OF MARK D. SMITH No.O02OO9 2760B SHEET 5 OF 23 CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH C80 675.00' 1 T46'20" 209.37' 105.53' S 73' 15'21 " E 208.53' C81 40.00' 90*00,00" 62.83' 40.00' S 19*22'11 " E 56.57' C82 40.00' 675838" 47.46' 26.97' S 30'2252" E 44.72' C83 1 40.00' 22'0 1'22" 15.38' 7.78' S 14'37'08" W 15.28' C84 40.00' 94'2538" 65.92' 43.21 ' N 72'50'38" E 58.71 ' C85 THIS CURVE HAS BEEN REMOVED C86 45.00' 5921 '03" 46.61 ' 25.64' N 7720' 13" E 44.56' C87 945.00' 44'4943" 739.37' 389.78' S 345654" E 720.66' C88 943: 00' 0709'43" 117. 88' 59. 01 ' S 07*31 ' 15" E 117.80' C89 945.00' 04' 17'50" 70.88' 35.45' S 00'21 '32" E 70.86' C90 943.00' 05'14'08" 86.17' 43.11' S 05'50'24" W 86.14'. C91 1471.00' 00'3634" 15.64' 7.82' S 20'12'02" W 15.64' C92 1529.00' 00'4638" 20.74' 10.37' I N 20'17'04" E 20.74' EASEMENT LINE TABLE LINE BEARING DISTANCE EL 1 S 40' 1638" E 10.17' EL2 N 37'09'12" E 13.83' EL3 N 3709'12" E 32.79' EL N 3709'12" E 48.13' EL5 S 40'4445" W 82.26' EL N 3709'12" E 55.44' EL N 3709'12" E 52.76' EL N 3709'12" E 40.84' EL N 3709'12" E 25.53' EL 10 N 5128'18" W 40.65' EL 11 N 53'4647" W 39.47' EL12 N 56*05'16" W 41.61' EL 13 S 56'0447" E 48.65' EL 14 N 35'20'01 " E 12.97' EL 15 S 5128'180 E 80.15' EL 16 N 64 22' 11 " W 109.60' EL 17 N 21'03'40" E 35.28' EL 18 N 25'3749 " E 27.79' EL 19 N 37*51 '42" E 67.53' EL20 N 33'51 '43" E 19.34' EASEMENT CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH EC 1 1471.00' 00'3235" 13.94' 6.97' N 19'3728" E 13.94' EC2 640.00' 1 T2654" 194.90' 98.2 1' S 73'05'36" E 194.15' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE. SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINX SCALE: N/A DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 '.._ SVR�..I� 2760B SHEET 6 OF 23 ►o 0 LOT 9 SEE SHEET 8 2,3 8 4 F �262, TOT .� '� , �� � o\ LOT 7 20' COMMON SEE SHEET 8 SHARED UTILITY LOT 5 � SEE SHEET 8 S 6422'11 " E :Q � � EASEMENT 165.40' TAL 03 10' COMMON 82.04' :C SHARED UTILITY ESMT. 8.87) R ' :'='AA Qo S 64'22'11' E _ _ 4 : 0 J Of co —5; 20 BRL m I ^ N Z � � � 5 BRL o c^�Wo- o m LOT h m o N N N 5,950 SQ. FTl h _20' SANITARY 2 SEWER EASEMENT I , S=BRL 0 o S 64'22 11 E— 119.00 LOT 8 L15 I6j F- 5' BRL 17, 610 SQ. fT. 20 — BRL � Holm LOT 3 ml 7, 743 SO. fT. N l OPEN SPACE \ PARCEL 2 SEE SHEET 22 o S 64 22 11 F 5 BRL mI LOT 2 8,818 SO. fT. N �, so o �I z ,,5' BRL So WETLAND o PRESERVATION AREA 3.4 S 64'22'1I E _—111.47' 0 (SEE SHEET 23) 3� _ 5' BRL LOT 1 mI � !V S 8,333 SQ. FT. o o 69'59 30 W NIA N o o, N ��, o•, ~ .Vq 4 78.00 10_ ' BRL b R. N%OTC 26.30' A/iy.4GE' h'20' STORM SEWER T S 66'29'49" E 103.73'. :.: :• ::. 0 10 1. 46 .... Nam_ SNOWVcV BR/DGE BO (SEE ut NOTE /ABLE WIDTI-1 , IW SVARD No. 6, SHED 2 OF 23) 50 0 50 GRAPHIC SCALE (IN FEET) NOTE. SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com 01 S 64-22'11 " E 3 REVISED DECEMBER 15, 2006 MARK D. SMITH 9 No.002009 �2 iSv(� 2760B SHEET 7 OF 23 C1 NOTE., �I 0 N N SAWTOOTH DRIVE R/W S 25'3749" W 41 a87' (TOTAL) , 398.00' 12.87' o 339.00' (TOTAL) .:.:. ..' 50.00 M" 4 Of 0N J Ro0 //-4q\--, 0BRL r 10' COMMON o I 15' BRL L SHARED UTILITY EASEMENT �oo N I� ,� ; 20' BRL N L20' BRL N S 25'3749" W `O S 25'3749" 72.23' (01 50.00' Ito Io : FRIEND, H/P WA Y . o•: 20' PRIVATE R/W ...:.:.:... /A. N 25'3749" E 104.97' t 20' COMMON SHARED UTILITY 10' BRL EASEMENT LOT 7 �? 0 8,316 SO. FT. I LOT 8 IN ^ SEE SHEET 7 L 5' BRL 29'35'39" E J �— —108 72 LOT 9 i,cp �e I 8,655 SO. FT. �, I A ? .� OPEN SPACE SEE SHEET 22 51 BRL `O / LOT 10 ^ // / 8,428 SO. FT. j O. ` / WETLAND PRESERVATION AREA (SEE SHEET 23) SEE 07 >1 E >>655' `' 50 0 50 E� 9 100, / i GRAPHIC SCALE SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. ON FEET) FINAL SUBDIVISION PLAT REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com MARK D. SMITH No.002009 2760B SHEET 8 OF 23 LOT 10 SEE SHEET 8 BRL , M V LOT 11 m m 8 J99 SO. FT. IN 11 l5' BRL —N W02'24 EE -119,.48f 5 BRL �I Im LOT 12 N 8,555 SO. fT. m � L BRL.,c- 118.89'5' BRL \ W o W g I m LOT 13 N ;� i N N 8,582 SO. FT. m N �' ' BRL ' " L —N 50'12 38 E— y j . 119.50T o'' I IN LOT 14 q 9,904 SO. FT. m c*j 1r° I 10' BRL '::: �r�C62��• c?6 A (5.58' N� N OPEN SPACE PARCEL 2 SEE SHEET 22 20' SANITARY SEWER ESMT. WETLAND PRESERVATION AREA (SEE SHEET 23) 10' COMMON -SHARED UTILITY ESMT. C?�oA���`ti�1 50 0 50 GRAPHIC SCALE (IN FEET) NOTE. SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE TH O�j SECTION STONEWALL MAG/STER/AL DISTRICT, FREDER/CK COUNTY, WRG/N/A MARK D. SMITH SCALE: 1" = 50' DATE: AUGUST 28, 2006 No.002009 GREENWAY ENGINEERING r I Z IS�G�i4 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760E SHEET 9 OF 23 II ,4� J LOT 18 OF pLAT MERIDIAN SEE SHEET 11 040020. ? s INST NO' N o o •y Z 44V 10' COMMON Q S Cc 04 B�l� : o SHARED UTILITY LOT 17 EASEMENT z H Q " �� 9,509 SO. FT. cy, Z2 j o SBRL l y S ?1 �� •�8" J .': • y � i OPEN SPACE �1T144 h 3 t •� .o PARCEL 2 I ^ S 6ipLl (,,"SEE SHEET 22 m LOT 16 J o N ^ 8,562 SQ. FT. m� SETTINGCOURT UN z N) N°A 50' RA �O 5 BRLS 10'1232" W No. L2 5' BRL 109.89 — �o 10.0' 0 0 LOT 15 0\- ;� ��6h �a o m 10,168 SO. FT. a, w% 0 20' SANITARY �\ SEWER EASEMENT : 3 5' 19 • . o 4 �S 02'1 T34" W _ v o t 16302* 159.85 17 CBS SPACE ►� 2 10.0' OPEN ARCEL 2 0 0 = N 75'5626" W (28.18') SEE SHEET 22 37.43 124 0 0 o BOLILEVARD SNoWOEN BL)GE TH OF 23) VARIABLEW"'SHEET (SEE NOTE No- --------- FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGIS7ER14L DISTRICT, FREDERICK COUNTY, WRGIN/A SCALE: 1" = 60' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 wr -N ram, MARK D. SMITH No.002009 i 2760B SHEET 10 OF 23 LOT 23 SEE SHEET 12 T.M. 44-A-293 I STEPHENSON VILLAGE, L.L.C. INST. No. 04002129J ZONE. R4 USE- VACANT RESIDUE 179.8653 ACRES 20' SANITARY — SEWER EASEMENT. LOT 21 9, 733 SO. FT. LOT 20 9,733 SO. FT. o_ W ► I� N N -10' COMMON 50 0 50 Y j 1. 1 1w. ' SHARED UTILITY Y EASEMENT LOT 17 GRAPHIC SCALE SEE SHEET 10 (IN FEET) NOTE SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE �r SECTION I STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGIN/A MARK D. SMITH SCALE: 1" = 50' DATE: AUGUST 28, 2006 No.002009 GREENWAY ENGINEERING l Z - 151 Windy Hill Lane Engineers Winchester, Virginia 2260200*7 SUR Surveyors Telephone: (540) 662-4185 FAX- (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 11 OF 23 J 5• BR[ N � LOT 19 3 I" f0,365 SQ. FT. m o 20' STORM SEWER N 50 0 50 '4 I LOT 28 cr SEE SHEET 13 v o S 253749 _ W •oo� GRAPHIC SCALE ' r .120 45 — 5' BRL (IN FEET) 4 N g l m LOT 27 7,803 SQ. FT N N W A �NsO�1�1 5, BRL S 253749"5W' — ERNN0Q MI 12000 BRL o I y~ r g I m CC LOT 26 m �g� m m 19 7,800 SQ. fT. N e T.M. 44—A-293 STEPHENSON VILLAGE, L.L.C. BRL A INST. No. 04002129J 0— —S 25'37 49" W :. o ZONE. R4 3 r—120.00 5' BRLI USE- VACANT � � N RESIDUE 179.8653 ACRES cv I m LOT 25 m I � I n 8,232 SO. FT. N 10' BRL 1 r------ Z 0,0"- �y--�......•.•.•.•.•. .•. .•. oC92 _•:1• 0• '�, iNts COMMON o SAW TOOTH SAW TOOTH DRIVE SHARED UTILITY N DRIVE " 0 58' R/W C1 _ EASEMENTS 25'3749" W 401.87' (IOTA g— — q , . cn EC1,C91 (10.49 co " 1 G p N � EL8 10.0' 20' SANITARY — SEWER EASEMENT N cp 0 0 12.87 1 389.00 58 R/W 0 --0 3 .. C73 . _ !� 10' BRL N 37.84) { �o m I LOT 24 J Z ~ 110,338 SQ. f I5' BRL " W— ..off 1y+ 5' BR w Z h w w LOT 23 %1 9,620 SQ. fT. '5' BRL S 25'37'49" W —� :v� " �^ I —2000 2 NI 1.57) f0' COMMON LOT 22 SHARED UTILITY SEE SHEET 11 EASEMENT NOTE- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION l STONEWALL MAGISTERIAL DISTRICT, fREDERICK COUNTY, WRGINb4 SCALE: 1" = 50' DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone. (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 V MARK D. SMITH No.002009 2760B SHEET 12 OF 23 T.M. 44—A-293 STEPHENSON VILLAGE, L.L.C. INST. No. 04002129J ZONE. R4 USE. VACANT RESIDUE 179.8653 ACRES �/ LOT 34 VENW4RTH SEE SHEET 14 ~o LEA S 38'3_1_'42" W �.:: C0uR,,, o r —11 Z00 5' BRf I N m LOT 33 m .o N 7,605 SO. FT. N 5' BRL —S 38'31 '4 " W —117.00' , 0 5 BRl m LOT 32 7,605 SO. FT. N I 5' BRL 0 —S 38* 31 #42" W J 0 —117.00'S' BRL1 o �m LOT 31 u 7,605 SO. FT. N 0 5, BRL S 38'31 '42" W J ::o� r—117.00'S' BRLI o m LOT 30 m 'o 7,605 SO. FT. o IL 5' BRL , " 0 —S 38 31 42 W , 0 117.00 5' BRL l LOT 29 N m 7, 973 SO. FT. � `20' STORM SEWER N v " EASEMENT chi BRL ;v S 34'4720" W-' : o� BRL i IQ) CI LOT 28 T'I Zj 8,676 SO. FT. 0 5- 5'R� S 237 �`� 120. 0 LOT 27 1 SEE SHEET 12 Z N 3 BALKAN COURT U U c� 10' COMMON SHARED UTILITY EASEMENT 50 0 50 GRAPHIC SCALE NOTE.- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, VVirginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEM8ER 15, 2006 MARK D. SMITH No.002009 2760B SHEET 13 OF 23 T.M. 44—A-293 Cb STEPHENSON VILLAGE, L.L.C. �' c INST. No. 04002129J ZONE.R4 USE. VACANT RESIDUE 179.8653 ACRES i 0O T.M. 44—A-31 STEPHENSON ASSOCIATES, L.C. INST. No. 030005766 ZONE- RA USE.- AGRI. (03 96 .3� 902" E 3% 5 6RL w N 2� 37 9-,10' GAS EASEMENT Cr °c LOT 38 a ^1 8,029 SO fT " WI 5'BRL S 3,3'54'44w w_ ................. 137.42 5' BRL 1� Q. Nm W LOT 37 10,015 SO. FT. , 1 + / (7.03 ) ,. / 0LyrTL0S 38'31 '42' W J :: o. ——109.25 5' BRL 2 h 4 41 LOT 36 7,537 SO. FT. C° CC 0 0 �5' BRLS 38'31 '42' W �- 120.25— J LOT 35 8, 713 SO. FT. 20' STORM SEWER BL EASEMENT R S 38'31 '42' W.:. 132.22' 1 .BRL 0 ^1m� LOT34 m Z T5' 8,100 SO. FT. BRL S 38'31 '42' WN 117T— LOT 33 SEE SHEET 13 SIN s 00 2 LOT 39 SEE SHEET 15 -PRAIRIE PLACE (PRIVATE ACCESS DRIVE) _L 15 SANITARY SEWER & /WATERLINE ESMT. - L5 HA10' COMMON RED UTILITY EASEMENT C, 0 1 2') co (1.05) c� �I �I 50 0 50 GRAPHIC SCALE NOTE.- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINM SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 2,1S(��� Vol 2760B SHEET 14 OF 23 <T On",' �Ar 0-10 o 4008 N51 N LOT 38 SEE SHEET 14 SANITARY SEWER & . WATERLINE EASEMENT (SEE SHEET 14 FOR DETAIL) `C12 T.M. 44—A-31 STEPHENSON ASSOCIATES, L.C. INST. No. 030005766 ZONE. RA USE. AGRI. 21-31,020 E — 367.96' (TOTAL)a------ �07.51'TBRL s o LOT 39 N co 7,157 SO. FT. W W I5' BRL r— 122.94'- 5' BRL • LOT 40 8,529 SO. FT. 20' STORM SEWER EASEMENT L5' BRL N I^ O) Ln 0 T (TOT,gL)�'o..... L5 ;�— —139.50" 5' BRL co LOT 41 % 7,755 SO. FT. R,65.00 W 5' BRL I LN 25'374.1 E 111.02' �. 46.02' ° 65.00' ° _ co J \ 15' BRL I J 15' BRL I Q t7ca co N m W co lk `O 10' COMMON J� Z I 1Tao/ N L6 W SHARED UTILITY I I .4 c=n� / ... EASEMENT m I L W 20' BRL J _20=BRL �. �o `�..:. o ....... . 90.34.......:.::. 10.26 .:::.....: C41 0 -- 0-0_ 100.60' (TOTAL) C14 ° 15 N 25'3749" E 158.32' _ C LEA VENWORTH COURT 0 V _ _ 50 R/W N h \ 50 0 50 GRAPHIC SCALE NOTE.- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION /ISION PLAT REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE T °PG'� SECT/ON l° , STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA MARK D . SMITH 9 SCALE: 1" = 50' DATE: AUGUST 28, 2006 No.002009 /ttN GREENWAY ENGINEERING 151 Windy Hill Lane k4007 Engineers Winchester, Virginia 22602 SUR Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 15 OF 23 IN T.M. 44—A-31 STEPHENSON ASSOCIATES, L.C. INST. No. 030005766 , ZONE- RA USE. AGRI. (2•a9 N 21 '31 '02" E 367.96' (TOTAL) —° —108.1 T BRA A � Im LOT 44 i 20 8,127 SO. FT. W o^i 5' BRL `'' O l— —S 25'3749" W —121.25 51 B L J LOT 45 o y 8,027 SO. FT. of W I 1BRL _ —S 25'3749" W L17 L16 r ——124.56• 5' BRL ^` J Im LOT 46 ml o o' 8, 018 SO. FT. o c� W I� N� L5L BRL S 25'3749" W I , 121 02 5BRL J i �l LOT 47 m 7,867 SO. FT. o " ..... . ..1 OPEN SPACE PARCEL 1 3,481 SO. FT. (30.95 MENT cs 46,4EN��RT 6� 5p"Raw H cou, �1 LOT 48 SEE SHEET 17 5500 A '3.38 W 00 P2OF l 4p0 0E?,0o p ►0, I 25' ROAD EFFICIENCY BUFFER 30' SANITARY SEWER & WATERLINE EASEMENT Cr-� �I N 10' GAS W EASEMENT j �N : (SEE DETAIL Q SHEET 21) CA i W (5 O cr, �E iz O C4 QZ 2 >~ Q Z W co 50 0 50 GRAPHIC SCALE NOTE. SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT N 2 SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D. SMITH No.002009 2760B SHEET 16 OF 23 0ER10No ��a --f 1N51 , - loll 10' GAS EASEMENT 2 (SEE DETAIL SHEET 21) !��� LEA VENWORTH ":I COURT A 50' R/W : N `� 6s oo_ EL 18 7- C11 `p. 10 COMMON SHARED UTILITY EASEMENT � �• • • I \ 20' BRL m LOT 48 0 10, 612 SO. FT. 15' BRL 115.00' 15' BRL C* W LOT 56 9 m 11, 055 SO. FT. h � tn �u N O � � 0 , B\ W 10' COMMON C20 SHARED UTILIT) EASEMENT 6 C6 20' STORM SEWEI EASEMENT (27. 95 , L/ BALKAN COURT 50' R/W v 1 IVr��'r J n Z�L0 Lr)t �QW � o O 25.0' o� 10.01 IN 14'19'41 " E �p 32.05' h W � R � h h 30' SANITARY SEWER & WATERLINE EASEMENT (SEE DETAIL SHEET 16) � c. 50 0 50 GRAPHIC SCALE NOTE- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 r� MARK D. SMITH 9 No.002009 yty I 44 su; 2760B SHEET 17 OF 23 T OF P �a�A• MER�ONo 0�a02 �I LEA VENWORTH COURT N 25'3749" E 158.32' 50' R/W CS �— — 10' COMMON N SHARED UTILITY N 114.23' (TOTAL) EASEMENT 0 0 , ... o—o. C17 I 65.00 : •: •: •:.: 49.23 :.:.:.:. C48..:1 C47`.. `.... o 1 I 20' BRL 20' BRL 1 I I m 1 LO CO J h W -CO Q � er Jv JN cn LO 0 I v l Q 90 W a^ 15' BRL `nJ 15' BRL `nJ 15' BRL L01 h / N 25'3749" E 248.94 CTOTAL) o: : 53 94' '� ;65 00', 65.00' ' 20' DRAINAGE EASEMENT .'. BRL, '. BRL BRL BRL •'O 1 1 � 1 Qj � � w of O � i �v N 31 IZo tooQm N2 ov /2 3 '•'� O ao � i � J + Ql J o 2 tl' 2 200 JN 20' BRL �nJ 20' BRL L 20' BRL _ — — .....::o: : 49.23.`:•:.::oC4 o::C50 0�' G�9 171.59r' (TOTAL) C18 (TOTAL) cs N 25'3749" E _ 228.65'— �, BALKAN COURT 50' R/W CNi NOTE.- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / 50 0 50 GRAPHIC SCALE DATA. (IN FEET) STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Vrrginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 V MARK D. SMITH 9 No.002009 2760B SHEET 18 OF 23 LOT 56 _ SEE SHEET 17 BALKAN COURT 50' R/W 0 c i 0 P �T g14 � MER1ONo 04002 �210.0'IN 21'02'4�" E (12.49' C6 '% COMMON SHARED oo_ UTILITY EASEMENT COT) C?,r a'o7 LL C55. o� �s¢ ....p...�•-cy� � ?o-ems' � iBR� 'Q� W 20 20' DRAINAGE o ^ m I ^ m l EASEMENT 15' BRL o 15' BRL N 6 Kill m 15' BRL It —15'—BRL Nloi 2 ►� � I I QO ai m L 20' BRL 20' BRL LOJ 20' SANITARY SEWER EASEMENT A N Q zcz o�W n �n l 25' LROAD EFFICIENCY BUFFER S 25'37'49" W .395.00' (TOTAL) � N ZQ) �t z-,N 1 m tjj �W 21 Q �O L J Q mlmZ 65.00.".:.:.:.:.:..: :::.59.83'. . C83 Gy Foul COMMON SHARED 348.00' (TOT.) W L19TILITY EASEMENT �25'37'49" W 41 a87'f'TOTAL N SA WTOOTH DRIVE 1 58' R/W cn � 2 � W QO z3 o Z 30 o� o� Z y NU O I 50 0 50 GRAPHIC SCALE (IN FEET) NOTE. SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT/ON / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA� SCALE: 1" = 50' DATE: AUGUST 28, 2006 /j7%N GREENWAY ENGINEERING 151 Windy Hill Lane 1*47 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 P MARK D. -S6TH 9 No.002009 2760B SHEET 19 OF 23 T 0. p0208 100h0 NRN 171.59' (TOTAL) N 25.37 49 " E 228.65 BALKAN COURT C6 � _ 50' R/W N 25'3749" E 180.10' (TOTAL) N -Ro-- ... o....—r--�.'I 9-'...38.87" -65.00 :':''. :':6500:•.• o 20' BRL � � :: to to �` c co ^ m ICO � O � �. 20' BRL 20' BRL W W rn O Nam o o � W o� CO ° C J ^ J m I 15' BRL InJ � 15' BRL 1q -: 65.00' .. :: ['::::':' ::65.00' r '70.00' .�o�o_��, o:-off=obi= t 55 17 3 20' BRL o IS 25'3749" 395.00' (TOTAL) �m 15' BRL CA 20' BRL I J 15' BRL 3 J obi O m a O I °p 2 �• 15' BRL 15 `O o 2.N 12.87' 389.00' 0 Z c°io ~U LO W C4 20.0 BRL 15' BRLJ ml 20 BRL 1 m Im k I� g - If, 0' DRAINAGE EASEMENT Od 10.0 15' BRL �J _ of v^ z v^ o� v ' BRL L 20 BRL 20' BRL 55.17..... S 25'37'49" W 348.00' (TOTAL) 10' COMMON SHARED UTILITY S 253749" W 410.87' (TRIAL) SEMENT SA WTOOTH DRIVE 58' R/W 50 0 50 GRAPHIC SCALE NOTE.- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGIN14 SCALE: 1" = 50' 1 DATE: AUGUST 28, 2006 /twN GREENWAY ENGINEERING 151 Windy Hill Lane k4o,70 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 MARK D SMITH No.002009 ''Z� suit 9 2760B SHEET 20 OF 23 GAS EASEMENT DETAIL (ADDITIONAL INFORMATION SEE SHEET 16) LO O a O J \ NOTE.- U T.M. 44—A-31 STEPHENSON ASSOCIATES, L.C. \ INST. No. 030005766 ZONE. RA USE. AGRI. L 18 SANITARY SEWER & LOT 44 WATERLINE EASEMENT — (SEE SHEET 16) LOT 45 LOT 46 LOT 47 WADING DUCK WAY PRIVATE ACCESS DRIVE LEA VENWORTH Cn//RT 50- H/W 20' WATERLINE — EASEMENT (SEE SHEET 16) LOT 48 20' STORM SEWER LOT 56 Z EASEMENT (SEE SHEET 17) BALKAN COURT N 59'4745' W 50' R/W 150.49' 0 T I000OF p2 8� h F w \NSA' I � J\ 10GAS EASEMENT SEE DETAIL THIS SHEET) SANITARY SEWER EASEMENT (SEE SHEET 16) oo :U 25' ROAD EFFICIENCY BUFFER ;W "R �o I PEN SPACE PARCEL 3 23,229 SQ. FT0.5333 ACRES W ' T.M. 44—A-293 STEPHENSON VILLAGE, L.L.C. o INST. No. 04002129J h I ZONE.- R4 C , USE.- VACANT I ! RESIDUE 179.8653 ACRES N obi Q 0 F ^ 25' ROAD Q Z LOT 68 Z ::FFI IENCY BUFFER SAWTOOTH DRIVE 58' R/W 3 C 3h o N� 5'3749 " E 22 W Z 150 0 75 150 O GRAPHIC SCALE SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) LOT 57 20' SANITARY SEWER EASEMENT (SEE SHEET 19) — N FINAL SUBDIVISION PLAT I REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1" = 150' 1 DATE: AUGUST 28, 2006 /t%wt,\ GREENWAY ENGINEERING 151 Windy Hill Lane k407 Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com MARK D. SMITH 9 No.002009 2760B SHEET 21 OF 23 1 14 N 0 00i0b VIP1P �Nst' LOT 7 LOT 9 N 64*22'11 " W 83.35' — LOT 10 LOT 11 / l 20' SANITARY SEWER EASEMENT (SEE SHEETS 7, 8 & 9) LOT 12 LOT 13 �ry LOT 14 10' COMMON SHARED U77UTY ESMT LOT 15 N 0 SAWTOOTH DRIVE 58' RA N 66'2949" W IOJ.73' LOT 4 LOT 3 LOT 2 I LOT 1 t. LOT 8 + 4XTORM SEWER & N 69'45'23' E , pti DRAINAGE ESMT. j` 776.2� nd�p (SEE SHEET 7) WETLAND / PRESERVATION AREA / l �A /(SEE SHEET 23) 2 OPEN SPACE / / 25 ROAD / � EFf7ClENCY ::: 143 417 SO. FT� / :'. ,� BUFFER 311924 ACRES/ 10' COMMON SHARED U77UTY EASEMENT O. R, COI l5� T.M. 44 A-293 STEPHENSON VILLAGE, L.L.C. INST. No. 040021293 ZONE- R4 USE. VACANT .. RESIDUE 179.8653 ACRES p0 20' SANITARY SEWER ESMT. 100 0 100 (SEE SHEET 10) / GRAPHIC SCALE NOTE- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT REVISED DECEMBER 15, 2006 SNOWDEN BRIDGE SECT/ON l �, STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, V/RGINLA MARK D. SMITH SCALE: 1" = 100' DATE: AUGUST 28, 2006 No.002009 /J7%4� GREENWAY ENGINEERING l l 2 -! S' u('10" 151 Windy Hill Lane 1%1141� Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com 2760B SHEET 22 OF 23 MER/D/gN \ OF INS;, No. nw,, ,'� 4T LOT 7 LOT 3 LOT 2 LOT 9 N 20'0030" E 1 6422'11 " LOT 8 7622'A 83.35, N 69'45'23" E // II 20' SANITARY vv�gLOT 10 1 N 20.20102-' SEWER EASEMENT �0 • ; :: (256.46).: _::.:'S 62'05 52 (SEE SHEETS 7 8 & 9) LOT 11 16 ' : • ; :: • :. ; ::: 32.78': ' ':STORM SEWER Bc LOT 12 45° W : (SEE 3g5 LOT 13 o: �N WETLA)VDS::: 82 PRE3ERVA7701V LOT 14 2�6. AREA / 14 I S 1 (SEE. SHEET 22) ::::::: yy�Ile i jf 25' ROAD i� y� EFFICIENCY "5 " BUFFER 64'22'11 ' W :: :: :: :: . • = .: ASS 10 COMMON .35' 5'"�`' SHARED UTILITY goULE1ApD EASEMENT ' �C(4, 4J) (157.86') WDEH gplD� pM R/W _ _SN A N NO* 23) (SEE 2 C LOT 1 100 0 100 GRAPHIC SCALE NOTE- SEE SHEETS 4, 5, AND 6 FOR LINE, CURVE, AND EASEMENT DATA. (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE. SECTION / STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY WRGINIA' SCALE: i" = 100' 1 DATE: AUGUST 28, 2006 /ttN GREENWAY ENGINEERING .151 Windy Hill Lane ,**IWT� Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com REVISED DECEMBER 15, 2006 ,TH OF MARK D. SMITH No.002009 2760B SHEET 23 OF 23 HALL, MONAHAN, ENGLE, MAHAN A PARTNERSHIP OF PROFESSIONAL CORPORATIONS ATTORNEYS AT LAW WILBUR C. HALL (1892-1972) & MITCHELL THOMAS V. MONAHAN (1924-1999) 7 s 307 EAST MARKET STREET 9 EAST BOSCAWEN STREET SAMUEL D. ENGLE LEESBURG, VIRGINIA WINCHESTER, VIRGINIA 0. LELAND MAHAN TELEPHONE 703-777-1050 TELEPHONE 540-662-3200 ROBERT T. MITCHELL, JR. FAX 540-662-4304 NAMES A. KLENKAR E-MAIL lawyers@hallmonahan.com STEVEN F. JACKSON April 16, 2007 DENNIS J. MCLOUGHLIN, JR. HAND -DELIVERED Mr. Eric Lawrence, Planning Director County of Frederick 107 North Kent Street Winchester, VA 22601 Re: Snowden Bridge Subdivision Dear Eric: APR 1 6 2007 PLEASE REPLY TO: P. O. BOX 848 WINCHESTER, VIRGINIA 22604-0848 You have asked that I review certain documents regarding the above subdivision to determine their conformity with § § 144-32 and 144-38 of the Frederick County Subdivision Ordinance, regarding property owners' associations and deeds of dedication. In this regard, you have provided me with a copy of the following documents: 1. Operating Agreement for Brookfield Washington, LLC 2. Operating Agreement for Brookfield Winchester, LLC 3. Deed of Dedication, Subdivision, Easement, and Conveyance 4. Declaration for Snowden Bridge The property owners' association referenced in the Deed of Dedication and the Declaration is Snowden Bridge Community Association. I have checked the records of the State Corporation Commission of Virginia and have determined that there is a nonstock corporation which was formed on February 16, 2007 and which is in good standing with the SCC. HALL, MONAHAN, ENGLE, MAHAN & MITCHELL Mr. Eric Lawrence April 16, 2007 Page 2 My review of the Deed of Dedication and Declaration indicates that those documents are generally in a form appropriate for a Deed of Dedication and a Declaration. The staff will need review the street dedication to the County and the dedication of easements to the County to determine if the dedications are accurate and complete. In this regard, I will note that I do not have a copy of the subdivision plat for the subject subdivision, so I am unable to comment on the specifics of the dedications. In addition, the Frederick County Sanitation Authority should review the proposed conveyance of easements to it to see if those easements are accurate and complete. With respect to conveyances to the property owners' association, the dedication indicates that the association is granted and conveyed the common and shared utility easements shown on the plat as "Common Shared Utility Easement(s)". In addition, the association is conveyed Open Space Parcels 1, 2, 3, and 4, Section 1, Snowden Bridge. Staff should review the subdivision plat to see if the conveyance of the common areas to the property owners' association is complete. In addition, the Deed of Dedication indicates that there are three private drives, identified as "Friendship Corner", "Prairie Place", and "Wading Duck Way" which are established for the use and benefit of certain specific lots and provides that the property owners' association shall be responsible for the maintenance and repair of those easement areas. With respect to the provisions of § 144-32(B) of the Subdivision Ordinance, regarding documents for the establishment of the property owners' association, it would appear that the requirement for a document indicating the dedication of common properties and a declaration of covenants, conditions, and restrictions has been supplied. However, I did not find among the documents provided the Articles of Incorporation or Bylaws for the property owners' association, as called for by § 144-32(B). With respect to the property owners' association annual assessments, those are addressed by Article 6 of the Declaration. The Declaration does not seem to contain any set of a maximum or amount of assessments, but rather the properties will be subject to assessment to meet the needs of the property owners association. HALL, MONAHAN, ENGLE, MAHAN & MITCHELL Mr. Eric Lawrence April 16, 2007 Page 3 I do not read § 144-32(B) to require that a specific amount for assessments be set forth in the Declaration. With respect to the provision in § 144-32(B) for liability insurance of $1,000,000.00, while the Declaration in Article 10, contains provisions for the board of directors of the association to obtain insurance, the specific $1,000,000.00 requirement does not seem to be set forth in the Declaration. With respect to § 144-32(C), it would appear, in general, that the Declaration places the responsibility for the maintenance of the common areas on the property owners' association. That ordinance section requires that prior to the sale of the lot constituting 50% of all approved buildable lots, all common area easements and improvements shall be transferred from the development of the property owners' association. It would appear from the documents that I have been provided that the common areas are being transferred from the developer to the property owners' association by the Deed of Dedication. However, it should be noted that, as I read the Declaration, (Section 1.3), the declarant (Brookfield Stephenson Village, LLC) will maintain voting control of the property owners' association for at least 20 years. However, § 144-32(C) does not appear to address the issue of control of the property owners' association, but rather addresses the ownership by the property owners' association of the common areas. The Declaration provides for the association to have an annual budget, but I did not find a specific requirement in the Declaration for the property owners' association funds to be held in an interest -bearing account, or for the treasurer of the association to be bonded, as required by § 144-32(B). I would reiterate that my review of the documents has been somewhat brief, and focused on the issue of the documents containing provisions required by the subject sections of the Subdivision Ordinance. HALL, MONAHAN, ENGLE, MAHAN & MITCHELL Mr. Eric Lawrence April 16, 2007 Page 4 If there are any questions concerning the foregoing, or if you wish me to review further any specific aspects of the documents, please let me know. With kind regards, I am RTM/ks Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 March 21, 2007 Greenway Engineering Attention: Kurt Pennington 151 Windy Hill Lane Winchester, Virginia 22602 RE: Snowden Bridge: Section I; Subdivision Design Plan Dear Mr. Pennington: This letter is to confirm that the Subdivision Design Plan for Snowden Bridge: Section I, has been approved. Enclosed are three (3) full sets of plans for your records and distribution. If you have any questions, please feel free to call. Sincerely, a Bernard S. Suchicital Planner I cc: Brookfield Stephenson, LLC, 8500 Executive Park Suite 300, Fairfax, VA 22031 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 CK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 March 19, 2007 Greenway Engineering Attention: Judy Chow 151 Windy Hill Lane Winchester, Virginia 22602 RE: Snowden Bridge, Section 1: Final Plats — 1st Review Dear Mrs. Chow: I have had the opportunity to review the Final Plats for Section 1 of Snowden Bridge, which was received by this office on March 5, 2007. Please address the following comments: 1. On Sheet 2 of 23, correct the rezoning file number; it should read #06-03. 2. On Sheets 3-23 of 23, Prairie Place, Jacobs Court, Sharon Court, and Friendship Corner have not been approved by Frederick County. Please rename these streets to Prairie Place, Leavenworth Court, Balkan Court, and Friendship Way, respectively. 3. On Sheet 17 of 23, regarding Lots 48 and 56, the rear setback should read 15 feet, and the side setbacks should read five feet. 4. On Sheet 20 of 23, the rear setback for Lots 63 and 64 should be 20 feet. Label the rear setback for Lot 65 (15 feet BRL). The application seeking approval is denied until the issues identified in this letter have been adequately addressed. Please address the above comments and resubmit. In addition, according to Proffer 9.A of Rezoning #06-03, a recreation center including a bathhouse and a 6-lane, 25- meter competition swimming pool facility will be fully bonded prior to the issuance of the first building permit. The County will require this bond in place prior to signing these final plats. I have attached a marked copy for your review. If you have any questions, please feel free to call at (540) 665-5651. Sincerely, Bernard S. Suchicital Planner I Attachment B S S/bad cc: Brookfield Stephenson, LLC, 8500 Executive Park, Ste. 300, Fairfax, VA 22031 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 GREENWAY ENGINEERING .. 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 1 File No: 2760B Date: February 27, 2007 F E B 2 6 2007 To: FC Planning Attn: Bernie Suchicital Copied From: Kurt Pennington/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: r- Fed Ex ❑ U.S. Mail 0 Courier ❑ Pick Up ❑ Other ❑ Urgent ❑ For Your Review F As You Requested ❑ Please Comment Message Bernie, Attached is the following for final approval and signature: -5 copies of the subdivision plans with owner signature Thank you for your assistance. Call with any questions or need for additional information. Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: GREENWAY ENGINEERING �[.' 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 ',IAA 5 200� TRANSMITTAL Project Name: Snowden Bridge File No: 2760B Date: Mon, Feb 26, 2007 To: Mark Cheran FC Planning Attn: Copied Delivery: I— Fed Ex ❑ U.S. Mail ❑ Other From: Judy Chow GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 F Courier ❑ Pick Up ❑ Urgent 0 For Your Review ❑ As You Requested ❑ Please Comment Message Mark, Attached, please find for your review and approval: 1. Seven (7) copies of the Final Subdivision Plat for Snowden Bridge Section l 2. Seven (7) copies of the Deed of Dedication, Subdivision, Easement & Conveyance for Snowden Bridge Section l 3. Fee Check for the amount of $6800 4. One (1) copy of Declaration for Snowden Bridge (HOA Documents) C. Performance Bond for Snowden Bridge Section 1 C6—Performance Bond for Snowden Bridge Boulevard - Phase 1 7. Seven (7) copies of the Right of Way Dedication Plat of the Land of Brookfield Stephenson Village, LLC 8. Six (6) copies of the Deed of Dedication for Tax Parcel 44-A-293 for Land of Brookfield Stephenson Village, LLC 9. Eight (8) copies of the Right of Way & Easement Dedication Plat of the Land of Stephenson Associates, LC 10. Seven (7) copies of the Deed of Dedication for Tax Parcel 44-A-31 for Land of Stephenson Associates, LC Please sign all plats and return so we can record. If you have any questions, please call me at 662-4185. Thank you. Regards, Judy Chow Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: Document Approval Form PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOTMEET YOUR APPROVAL PLEASE PROVIDE COMMENTS AS TO WHAT YOU WOULD LIKE TO SAVE COMPLETED. INITIALS DATE & TIME Mark Susan Eric Mike Kevin John Lauren COMMENTS: Received by Clerical Staff (Date & Time): ( 1 O 1 U:\Pam\Common\Document Approval Form.wpd GREENWAY ENGINEERING BAN! 2 5 2007 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 1 File No: 2760B Date: January 25, 2007 To: FC Planning Attn: Bernie Suchicital Copied Delivery: r Fed Ex ❑ Other_ From: Kurt Pennington/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 ❑ U.S. Mail 0 Courier ❑ Pick Up ❑ Urgent rv7 For Your Review ❑ As You Requested [F Please Comment Message Bernie, Attached is the following for approval and final signature: -5 complete copies of the final subdivision plan for signature -5 additional copies of the cover sheet for signature As alwasys, thank you for your assistance. Contact us with any questions. Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 January 23, 2007 Greenway Engineering Attention: Kurt Pennington 151 Windy Hill Lane Winchester, Virginia 22602 RE: Snowden Bridge: Section 1; Subdivision Design Plan Dear Mr. Pennington: I have had the opportunity to review the revised Subdivision Design Plan (SDP) for Snowden Bridge, Section 1, received by this department on January 19, 2007. This plan is now approvable. Please provide us with a minimum of five full sets of plans, signed by the owner and engineer, for approval and distribution. In addition to the five full sets of plans, include any additional cover sheets as needed. Sincerely, > Bernard S. Suchicital Planner I BSS/bad cc: Brookfield Stephenson, LLC, 8500 Executive Park Suite 300, Fairfax, VA 22031 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge - Section 1 File No: 2760B Date: Fri, Jan 19, 2007 To: Frederick County Planning 107 N. Kent Street Winchester, VA 22601 Attn: Suchicital Copied JA N 1 9 2007 From: Kurt Pennington/ik GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: r- Fed Ex ❑ U.S. Mail 0 Courier ❑ Pick Up ❑ Other ❑ Urgent 0 For Your Review ❑ As You Requested ❑ Please Comment Message Please find attached the following for your review: 1 set of Section 1 Subdivision design plans Landscape plans have been revised per comments. If you have any questions please feel free to contact our office. Thank you. Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: FILE C COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 January 5, 2007 Greenway Engineering Attention: Kurt Pennington 151 Windy Hill Lane Winchester, Virginia 22602 RE: Snowden Bridge Section I; Subdivision Design Plan 3rd Review Dear Mr. Pennington: I have had the opportunity to review the Subdivision Design Plan (SDP) for Snowden Bridge, Section 1, received by this office on December 15, 2006. Please address the following comments: AL On Sheet 2A of 35, correct the spelling errors in Modification 3. L/29. On Sheet 10 of 35, identify the correct rear lot widths for Lots 61 and 64. c/3/. On Sheet 11 of 35, place a note in reference to the 50 foot pedestrian/landscape easement, stating that the easement will be recorded prior to plat approval. 4. On Sheet 19 of 35, correct the spelling error: "Starburst Steet." The application seeking Subdivision Design approval is denied until the issues identified in this letter have been adequately addressed. Please address the above comments and resubmit. I have enclosed a marked copy of the plans to assist with the revisions. If you have any questions, please feel free to call. Sincerely, Bernard S. Suchicital Planner I BSS/bad Attachment cc: Brookfield Stephenson, LLC, 8500 Executive Park Suite 300, Fairfax, VA 22031 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 ko GREENWAY ENGINEERING, INC. 151 Windy Hill lane Winchester, Virginia 22602 Founded in 1971 December 14, 2006 Frederick County Planning 107 North Kent Street Suite 202 Winchester, VA 22601-5000 Attn: Bernard Suchicital Re: Snowden Bridge Section I Subdivision Design Plan — 2nd Review Comment Response Dear Mr. Suchicital: We are in receipt of comments dated December 7, 2006 and offer the following responses: Comments from Frederick County Planning Comment 1: On Sheet I of 34, update the revision table. -,""Response: The revision table has been revised. D EC 1 5 2006 Comment 2: On Sheet 2 of 34, Table 5 appears to have been cut off. Please complete this table. 0 ;/Response: Table 5 has been revised. Comment 3: On Sheet 2 of 34, include the phrase `Rezoning 906-03 Exhibit E" in the title of the Minimum Design Standards table. i/ Response: Minimum design standards table has been revised. Comment 4: On Sheet 2 of 34, within the design standards table, column 8 should read "Min. Rear Yard Setback to dwelling ". In column 8, row 3: the setback should be 20', not 25 '. Response: Minimum design standards table has been revised. Comment 5: On Sheet 2A of 34, please include a list of modifications/waivers that were granted to this rezoning. Response: A list of modifications has been added to sheet 2A. Comment 6: On Sheet 10 of 34, the front and rear width of L 6.5 sh=drea�dMplease label the left BRL. Response: Revised as noted. Comment 7: On Sheet 10 of 34, the front width of Lot 64 should read»', and please label the right BRL. I"' Response: Revised as noted. Engineers Surveyors File #2760B/EG/jk Telephone 540-662-4185 FAX 540-722-9528 www.greenwayeng.com 9 A( j l Comment 8: On Sheet 10 of 34, please adjust the building footprint on Lot 6 so that it is not crossing into / the common shared utility easement. " Response: See revised sheet 10. Continent 9: On Sheet 10 of 34, include a legend for the graphic symbols found on the geometry plan. Response: A symbol legend has been added. Comment 10.• On Sheets 10-12 of 34, label each street either as public or private. ✓Response: A note has been added to the geometry plans which states, "All roads/streets to be public access unless otherwise noted." All private streets are labeled as such. Comment 11: On Sheet 11 of 34, has the pedestrian trail easement on parcel 44-A-31 been recorded yet? Response: The plan has been revised to show a pedestrian/landscape easement. The easement will be V recorded with the Snowden Bridge Boulevard Dedication for parcel 44-A-31. Comment 12: On Sheets 10-12 of 34, would it be possible to replace the "no parking" signs within the grass circles with shorter posts or plaques? Response: The signs are to be placed per VDOT requirements. /Comment 13: On Sheet 10 of 34, merge the BRL and the sewer easement on Lot 8. 1/ Response: The plan has been revised accordingly. Comment 14: On Sheet 21A of 34, correct general note 8 to read "...shall be taken from the County's list of acceptable trees and shrubs.'' J Response: General note 8 has been revised accordingly. Comment 15: On Sheet 21A of 34, acer plananoides (Summershade Norway Maples) does not appear to be listed in Frederick County's list of acceptable trees and shrubs. Please adjust. V Response: The Norway Maples have been substituted with Red Oaks. Comment 16: Please provide a cross section of the six foot pedestrian trail. :) Response: A pedestrian trail cross section has been provided. Please find attached the revised plans as requested. As always, thank you for your assistance with this project. Should you have any questions or concerns please feel free to contact me. Sincerely, Greenway Engineering Eric Gottshall Enclosures Cc: Kurt Pennington - Greenway Engineering File #2760B/EG/jk 2 �e GREENWAY ENGINEERING �151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge File No: 2760B Date: Fri, Dec 15. 2006 To: Frederick County Planning 107 North Kent Street Winchester. VA 22601 Attn: Bernard Suchicital Copied Delivery: F Fed Ex F1 Other rl U.S. Mail D EC 1 5 2006 From: Eric Gottshall/jk GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Courier r**7 Pick Up rl Urgent rv7 For Your Review rVJ As You Requested rl Please Comment Message Please find attached the following: 6 sets of the Master development plan and a copy of the GIs approval 2 sets of the Section 1 Subdivision Plan with copies of the approval letters from GIS, Public Works, VDOT and FCSA 1 Comment response letter responding to your comments dated December 7th, 2006. 2nd review Subdivision Design Plans If you have any questions, please feel free to contact our office. Thank you. Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: f 14� v Request for Master Development Plan Comments Department of GIS (Geographic Information Systems) Mail to: Hand deliver to: Department of GIS, Attn: GIS Manager Department of GIS 107 North Kent Street 107 North Kent Street Winchester, VA 22601 Winchester, VA 22601 (540) 665-5614 (540) 665-5614 The GIS Department will review the proposed street names for this project to ensure their acceptability into the Frederick County Street Name System. Proposed street names will also be routed through the Communication Center Supervisor for review. This step will prevent duplicate street names from being entered. Please attach one copy of the plan indicating proposed names. Applicant's Name: Greenway Engineering Address 151 Windy Hill Lane Winchester, VA 22602 r11u11C 114LUIIUG1 J1tV-VV11.-1t10J Name of development and/or description of the request: Snowden Bridge - Part A Revised Road Names Location of property: Snowden Bridge - Old Charles Town Road GIS Dent. Comments: I- GIS OFFICE USE 01"L.Y. Date reviewed Date revision received Da f Incomplete Incomplete Date reviewed iz-iZ' '6, Date prove Revision re "slim Sianatux nd. DEC 1 3 7006 N W E s DEPT. OF GEOGRAPHIC INFORMATION SYSTEMS FREDERICK COUNTY, VIRGINIA STREET NAME COMMENTS SUBDIVISION COMMENTS DATE: December 11, 2006 SUBDIVISION: Snowden Bridge LB IIIA STAFF MEMBER: Marcus Lemasters, Director APPLICANT: Greenway Engineering, Attn: Kurt Pennington 151 Windy Hill Lane, Winchester VA 22602 COMMENTS: The Frederick County Department of GIS has reviewed the requested road names for use by the subdivision and has made the following determinations: 1. The following road name changes are APPROVED and entered into the Frederick County Road Namins Roster: FROM: Mantlet Ct Cascabel Ct Portfire Dr Mandrel Ct Gibbon Dr Quartermaster Ct Carriagemaker Dr Dalgren Dr Gunner Ct Detachment Dr Calef Ct Auget Ct Pintle Hook Dr Guidon Ct Case Shot Ct Solid Shot Ct Smoothbore Dr Stadia Sight Loop Bronze Ct Forge Ct Wiard Ct TO: Churn Dash Ct. Churn Dash Ct Temperance Dr Jitterbug Ct. Basketweave Dr Spangler Ct Patchwork Dr Wagon Track Dr Tesselcat Ct Buzzsaw Dr Coronation Ct Pointetti Ct Northumberland Dr Dutchman Ct Dutchman Ct Pinwheel Ct Blackford Dr Brasstown Loop Dresden Ct Rosebud Ct Garret Ct • Malvern Dr - Sabot Ct Transom ct Jacobs Ct (Casemate Ct) Sharon Ct (Merlon Ct ) Chevrrette Dr Valise Way Articifer Ct Barbette Dr Trunion Dr Wrought Iron Dr Linstock Ct Cannelure Ct Hotchkiss St Flyfoot Dr (December 11, 2006 comment sheet - page 2) Flyfoot Dr Rotunda Ct Leavenworth Ct ✓ Balkan Ct L-- Sawtooth Dr A, -,- Friendship Way Setting Sun Ct ✓ Fiesta Dr Lattice Dr Centennial Dr Mosaic Ct Arrow Crown Ct Starburst St n TL_ f..11......._....--A — ADD13nifu'll—.,n.i.- A ran - -A Yl9[/P }\PPn PYIiPYPA intn tkP Frederick County Road Naming Roster: Shoofly Ter Lindy Ct Wampum Loop Patriot Ct Dervish Cir 3. The following road names have been DENIED use in the Frederick County Road Naming System and must be renamed: 1/Farm House Ct (current name - Blakely Ct) (Note - this road name is usable only if Farmhouse is one word as originally requested for review and stated in previous comment. Frederick County Planning and Development, 107 North Kent Street, Winchester, VA 22601, (540)665-5614 l els COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/678-0682 Mr. Kurt Pennington Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 August 15, 2006 RE: Subdivision Plan Comments - Snowden Bridge Section 1 Frederick County, Virginia Dear Kurt: Upon review of the revised subdivision plan dated June 15, 2006, all of our previous comments have been addressed. Therefore, we recommend approval of the subject plan. Sincerely, Joe C. Wilder Deputy Director JCW/rls cc: Mark Cheran, Zoning and Subdivision Administrator file AUG 1 6 2006 a7co 0 Q CAProgram Files\WordPerfect Office X3\Rhonda\TEMPCOMMENTS\SNOWDENBRIDGESECIrevCOM.wpd 107 North Kent Street • Winchester, Virginia 22601-5000 ,Snowden Bridge, Section 1 - VDOT Conditional Approval Page 1 of 5 Kurt D. Pennington From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Ingram, Lloyd [Lloyd.Ingram @ VDOT.Virginia.gov] Sent: Monday, November 06, 2006 1:38 PM To: Kurt D. Pennington Cc: Mark D. Smith; Ingram, Lloyd; Baluch, Stephen Subject: Snowden Bridge, Section 1 - VDOT Conditional Approval This is to acknowledge receipt of your revised plans dated Dec. 5, 2005 for the referenced project. The plans appear satisfactory and are approved subject to the following corrections and additions: 1. Add a copy or summary of approved transportation proffers to the plans. 2. On sheet 1, without the revisions block completed it is difficult to differentiate the latest revision date of the plans submitted for review. The latest date shown on the plans is Dec. 5, 2005, but it appears revisions have been made subsequent to that date. 3. On sheet 10, the use of a 4-way STOP at the intersection of Hotchkiss Ct., Artificer Ct. and Chevrette Dr. will need to be supported by an engineering study subsequent to construction. The unequal volumes on the intersecting streets would indicate the use of a 2- way STOP controlled intersection (MUTCD, 2003 Edition, Section 2B.07). The use of a 4- way STOP would not serve much purpose for traffic calming at least for Section 1, since Chevrette Dr. will be less than 500 feet long. The need for traffic calming will need to be addressed in the broader context of complete build -out of the subdivision. 4. On sheet 10, has the traffic on Chevrette Dr. been updated to reflect the proposed Sections 2 and 3? Sheet 13 of the Section 2-3 plans shows traffic of 815 in each direction rather than 665 for the section beyond Hotchkiss Ct./Artificer Ct. The additional traffic does not appear to be enough to change the basic roadway design features. 5. On sheet 10, at the intersection of Hotchkiss Ct. and Canister Ct., under the note CG-11 add 'with flow line across Canister'. 6. On sheet 10, at the intersection of Hotchkiss Ct. and Canister Ct., add one CG-12C (or CG- 12B) curb ramp along Hotchkiss Ct. opposite one of the CG-12A ramps at Canister Ct. (Driveways on Hotchkiss will likely preclude a 90' crossing, but align as close as possible with one of the CG-12A ramps.) 7. On sheets 10-11, for sidewalks less than 5 feet wide, minimum 5-foot x 5-foot passing areas need to be provided every 200 feet (VDOT IIM-LD-55.8, Rev. 4/12/06, page 2). Such a passing area should be provided along one side of Hotchkiss Ct. between Chevrette Dr. and Canister Ct., and between Canister Ct. and Casemate Ct. 8. On sheets 10-12, all street light poles should be moved to the roadway ROW line and placed off the roadway ROW. Maintenance and operation of lighting shall be provided by and at the sole expense of others, VDOT Road Design Manual, Rev. 1/06, p. B-42. 9. On sheets 10-12, add a STOP line (24" wide line white thermoplastic) at the location of all STOP signs. 10. On sheets 10-12, add a ONE-WAY (R6-1) sign panel on all the No Parking signs in the cul- de-sacs. 11. On sheet 11, street name signs and STOP signs should be provided at Baden Place and Valise Way. 12. On sheet 11, at the intersection of Hotchkiss Ct. and Casemate Ct., under the note CG-11 add 'with flow line across Casemate'. 13. On sheet 11, at the intersection of Hotchkiss Ct. and Casemate Ct., add one CG-12C (or 12/15/2006 Snowden Bridge, Section 1 - VDOT Conditional Approval Page 2 of 5 CG-12B) curb ramp along Hotchkiss Ct. opposite one of the CG-12A ramps at Casemate Ct. (Driveways on Hotchkiss will likely preclude a 90' crossing, but align as close as possible with one of the CG-12A ramps.) 14. On sheet 12, at the intersection of Artificer Ct. and Chevrette Dr., under the note CG-11 add 'with flow line across Artificer'. 15. On sheet 19, proposed plantings within the roadway ROW should be moved off the ROW, otherwise a VDOT land use permit and maintenance agreement will be required (VDOT Road Design Manual, Rev. 1/06, p. B-34). 16. Sheet 21A was missing from our set of plans. 17. On sheet 22 in the 'Typical Section - Chevrette Dr.', change the note under the typical section to read: Notes: CD-1 underdrains required at lower end of cuts, i.e. at station 15+90. CD-2 underdrains required at sag locations, i.e. none on Chevrette Dr. UD-4 underdrain required both sides of Chevrette Dr. Tie in underdrains to drop inlets (DI's). 18. On sheet 23 in the 'Typical Section - Hotchkiss CC, change the note under the typical section to read: Notes: CD-1 underdrains required at lower end of cuts, i.e. at station 15+00. CD-2 underdrains required at sag locations, i.e. at station 11+70. UD-4 underdrain NOT required on Hotchkiss Ct. Tie in underdrains to drop inlets (DI's). 19. On sheet 24 in the 'Typical Section - Artificer CC, change the note under the typical section to read: Notes: No CD-1, CD-2 or UD-4 underdrains required for Artificer Ct. 20. On sheet 25 in the 'Typical Section - Canister CC, change the note under the typical section to read: Notes: No CD-1, CD-2 or UD-4 underdrains required for Canister Ct. 21. On sheet 26 in the 'Typical Section -Casemate CC, change the note under the typical section to read: Notes: No CD -I, CD-2 or UD-4 underdrains required for Casemate Ct. 22. On sheets 27-28, add a note to encase all utility crossings above storm water pipes or within 24" below storm water pipes, per VDOT standard UB-1. 23. On sheets 27-28, replace ES-1 with ADS end section for HDPE pipe and add detail sheet to plans (see hn://www.ads-pipe.conVpdf/en/technical static/6070.pdf). 24. On sheet 34, the proposed details for DE-2, Driveway Entrance Detail, are not consistent with the VDOT standard entrance gutters CG-9B or CG-9D (VDOT Road Design Manual, Rev. 1/06, p. B-20), e.g. 12% maximum slope rather than 12:1 max. slope shown, 4-foot minimum traversable route rather than 3-foot shown, 7" concrete thickness rather than 6" 12/15/2006 ,Snowden Bridge, Section 1 - vDOT Conditional Approval Page 3 of 5 shown. The use of VDOT standard CG-9D is recommended since it addresses all the required details, including passing/turn around space for disabled users of the sidewalk. With the minimum 5-foot wide grass strip shown in the roadway typical sections, the driveway slope would be within the maximum 12%. The typical radius of curb return would be the distance to the back of the grass strip or 5 feet, but a lesser radius could be specified if desired, for example 3 feet. Change all references to DE-2 on plan sheets to CG-9D. 25. On sheet 34, add street lighting standard details or note to install per County requirements. 26. Applicable VDOT standards and details are summarized in the following table with notes to indicate updates or additions (see the attached instructions if you are unsure about downloading the latest revisions from the VDOT web site): Standard Sheet Latest Rev. Title Page Notes ES-1 Rev. 7/01 Flared End Section for 12"-60" Concrete Pipe Culverts 102.01 Not for ADS N-12 pipe. Use ADS end section detail. EW-12 Rev. 7/04 Endwalls for Pipe Underdrain 101.32 Not required. Tie underdrain to DI's T-DI-3,4 1 of 2 Rev. 3/03 Standard Precast Top Units 103.05 Update T-DI-3,4 2 of 2 Standard Precast Top Units 103.06 Add DI-3A,3B,3C 1 of 2 Standard Curb Drop Inlet, 12"-30" Pipe: Maximum Depth (H) = 8 feet 104.09 OK DI-3A,3B,3C 2 of 2 Standard Curb Drop Inlet, 12"-30" Pipe: Maximum Depth (H) = 8 feet 104.10 Add DI-3AA, 3BB,3CC Standard Curb Drop Inlet, 12"-30" Pipe: Depth (H) = 8 -20 feet 104.11 Add DI-12, 12A 1 of 3 Multigrate Drop Inlet for Pipe Sizes 12" to 72" 104.30 OK DI-12, 12A 2 of 3 Rev.2/06 Multigrate Drop Inlet for Pipe Sizes 12" to 72" 104.31 Update DI-12, 12A 3 of 3 Multigrate Drop Inlet for Pipe Sizes 12" to 72" 104.32 OK IC-2 3 of 3 Precast Inlet and Frame Cover 105.03 Add IS-1 Standard Method of Shaping Manhole & Inlet Inverts 106.08 Add PB-1 New 1/04 Installation of Pipe Culverts and Storm Sewers General Notes 107.00 OK PB-1 1 of 4 Rev. 7/05 Installation of Pipe Culverts and Storm Sewers Circular Pipe Bedding and Backfill - Method "A" 107.01 Update CD-1 CD-2 108.05 UD-4 Rev. 7/03 Standard Combination Underdrain (at Lower End of Cuts) 108.04 OK Rev. 7/03 Standard Combination Underdrain (at Grade Sags and Bridge Approaches) OK 1 of 2 UD-4 2 of 2 Rev. 1/04 Rev. 2/06 EC-1 Rev. 9/06 CG-2 Rev.9/06 CG-3 Rev.9/06 CG-6 Rev.9/06 CG-9D Rev.2/06 CG-11 Rev.7/01 Entrances 203.04 OK CG-12 1 of 4 Rev. 7/05 CG-12 2 of 4 Rev. 7/05 203.05A Update CG-12 3 of 4 Rev. 7/05 Add Standard Pavement Edgedrain 108.06 Add Standard Pavement Edgedrain 108.07 Add Culvert Outlet Protection 114.01 Add Standard 6" Curb 201.01 Update Standard 4" Curb 201.02 Update Combination 6" Curb & Gutter 201.03 Update Standard Entrance Gutter 203.03 Update Method of Treatment -Connection for Street Intersections and Commercial CG-12 Detectable Warning Surface General Notes 203.05 Update CG-12 Detectable Warning Surface Type A (Perpendicular) Application CG-12 Detectable Warning Surface Type B (Parallel) Application 203.06 12/15/2006 ,Snowden Bridge, Section 1 - VDOT Conditional Approval Page 4 of 5 CG-12 4 of 4 Rev. 7/05 CG-12 Detectable Warning Surface Type C (Parallel & Perpendicular) Application 203.07 Add UB-1 Utility Bedding and Protection 1401.01 Add MUTCD Sec. 3B-16 2003 Edition STOP Lines p. 313-25 & 26 Add at STOP signs (24" wide lines) MUTCD Sec. 2B-04 2003 Edition STOP sign (R1-1) p. 2B-1, 2 Add size details (30" x 30") MUTCD Sec. 213-06 2003 Edition STOP sign Placement p. 2B-7, 9; 2A-8 thru 13 Add mounting height (7 feet) and location details. MUTCD Sec. 2B-37 2003 Edition ONE WAY signs (R6-1) p. 2B-30 Add size and mounting details. MUTCD Sec. 2B-39, 40, 41 2003 Edition Parking, Standing, and Stopping Signs p. 2B-36 thru 39 Use R7-1 with arrow both directions. VDOT 0647-034-223, C501 Square Tube Steel Sign Posts 16(8) Add for mounting traffic signs. See attached copy. Please advise the developer of this approval. Please provide 6 sets of approved construction plans with signed seal for VDOT distribution. I offer the following general comments: . A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. . Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. . Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. . 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 48 hours notice for inspections. . The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. . If mailboxes are to be placed along the roadway fronting lots, a minimum of 6" shall be between the face of curb and the front of mailbox as indicated on VDOT standard RFD-1 (attached). . Private entrances will be installed in accordance with the approved plans. This is the developer's responsibility. . Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. This is the developer's responsibility. . Any signs to be installed will be in accordance with the approved plans and the Manual on Uniform Traffic Control Devices (MUTCD), latest edition. . I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type I 21-B Stone. This will greatly reduce the possibility of any pavement settlement. . A copy of any/all recorded plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permit. Dedication should be made to the Commonwealth of Virginia. 12/15/2006 Snowden Bridge, Section 1 - "'DOT Conditional Approval Page 5 of 5 . A copy of any/all RECORDED PLATS of dedication to public use (the County of Frederick) for drainage easements or additional right-of-way required for implementation of this proposed project should be provided for VDOT review prior to issuance of any land use permit. If you have any questions concerning any of the comments, please call me or Mr. Stephen Baluch at the VDOT office in Whitepost at 540-869-6342. <<SCN_20061106132644_001. pdf>> Lloyd A. Ingram Transportation Engineer VDOT N Edinburg Residency Land Development 14031 Old Valley Pike Edinburg, VA 22824 (540)984-5611 (540) 984-5607 (fax) 12/15/2006 FREDERICK COUI< 'Y SAIVITATIOTTAUTHORITY SITE PLAJ REVIEW COUNTS Project Applicean II;EVNW STATUS 1111W M0 'f WOW review number ~` correct & resubmit approved noted number of items to be corrected 'O approved DRAWINGS send me by I . one full set of prints 2. plan sheets ve? a) one CD of above noted she s in PDF format, with one sheet per file and with a name for each file that describes the oject name and the sheet number b) one CD of above noted she s in DWG format, with one sheet per file and with a name for each file that describes a project name and the sheet number c) each CD small be labeled w h its format and project name EASEMENTS Y /(Pl need a copy of the record onsite water and / or sewer easement(s). Y /0 I need a copy of the records . offsite water and / or sewer easement(s). i need a copy of the recorded deed( of easement before service will be authorized_ OTHER Y /(P This project also requires I ;Q approval. Y /9 This project also requires N )H approval. Date a2g54�p106 xx John G_ Whitacre - Senior Engineer Page 1 of 1 Bernard S. Suchicital From: Bernard S. Suchicital [bsuchici@co.frederick.va.us] Sent: Friday, December 08, 2006 9:33 AM To: Kurt Pennington (kpennington@greenwayeng.com) Subject: Snowden Bridge Section 1 Hello Kurt, One more item that I forgot to include in yesterday's review. The left BRL on Lot 5 (along side Starburst Street) needs to be 15'. Due to the complex nature of this project, staff feels that it will be beneficial to all involved to clearly label the subdivision design plan and final plats with the appropriate information pertaining to each lot. Therefore, staff will be requiring that the design plans and final plats (when they come in) label each lot what housing type it is to be designated for. This will include such items as front and alley loading for garages. Please include a note within the plans that makes mention to the new final plat requirements. I do know this will create additional work, but it will help make things a lot smoother for review down the road, especially as building permits begin to come in. Perhaps, for the design plans at least, a new sheet should be created that will clearly identify the lot number, housing type, and options permitted per individual lot (attached/detached garage, street/alley access, single family attached/detached). Please contact me if there are any questions or concerns. Bernie Bernard 5. Suchicital Planner I Department of Planning & Development County of Frederick 107 N. Kent Street, Suite 202 Winchester, Virginia 22601 540-665-5651 540-665-6395 (fax) bsuchici@co.frederick.va.us 12/8/2006 COUNTY of FREDERICK Department of Planning and Development 540/665-565.1 FAX: 540/ 665-6395 December 7, 2006 Greenway Engineering Attention: Kurt Pennington 151 Windy Hill Lane Winchester, Virginia 22602 RE: Snowden Bridge Section I; Subdivision Design Plan 2°d Review Dear Mr. Pennington: I have had the opportunity to review the Subdivision Design Plan (SDP) for Snowden Bridge, Section 1, received by this office on November 2, 2006. Please address the following comments: 1. On Sheet 1 of 34, update the revision table. 2. On Sheet 2 of 34, Table 5 appears to have been cut off. Please complete this table. 3. On Sheet 2 of 34, include the phrase "Rezoning 406-03 Exhibit E" in the title of the Minimum Design Standards table. 4. On Sheet 2 of 34, within the design standards table, column 8 should read "Min. Rear Yard Setback to dwelling." In column 8, row 3: the setback should be 20', not 25'. 5. On Sheet 2A of 34, please include a list of modifications/waivers that were granted to this rezoning. 6. On Sheet 10 of 34, the front and rear width of Lot 65 should read 65'; please label the left BRL. 7. On Sheet 10 of 34, the front width of Lot 64 should read 55', and please label the right BRL. 8. On Sheet 10 of 34, please adjust the building footprint on Lot 6 so that it is not crossing into the common shared utility easement. 9. On Sheet 10 of 34, include a legend for the graphic symbols found on the geometry plan. 10. On Sheets 10-12 of 34, label each street either as public or private. 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Page 2 Greenway Engineering RE: Snowden Bridge, Section I December 7, 2006 11. On Sheet 11 of 34, has the pedestrian trail easement on parcel 44-A-31 been recorded yet? 12. On Sheets 10-12 of 34, would it be possible to replace the "no parking" signs within the grass circles with shorter posts, or plaques? 13. On Sheet 10 of 34, merge the BRL and the sewer easement on Lot 8. 14. On Sheet 21 A of 34, correct general note 8 to read "...shall be taken from the County's list of acceptable trees and shrubs." 15. On Sheet 21 A of 34, acer platanoides (Summershade Norway Maples) does not appear to be listed in Frederick County's list of acceptable trees and shrubs. Please adjust. 16. Please provide a cross section of the six foot pedestrian trail. The application seeking Subdivision Design approval is denied until the issues identified in this letter have been adequately addressed. Please address the above comments and resubmit. I have enclosed a marked copy of the plans to assist with the revisions. If you have any questions, please feel free to call. Approval comments are required from the following agencies: the Frederick County Department of Public Works (County Engineer), Frederick County Department of GIS, Virginia Department of Transportation, and the Frederick County Sanitation Authority. Sincerely, Bernard S. Suchicital Planner I BSS/bad Attachment cc: Brookfield Stephenson, LLC, 8500 Executive Park Suite 300, Fairfax, VA 22031 GREENWAY ENGINEERING 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge - Section I - Subdivision Design Plan File No: 2760B Date: Thu, Nov 2, 2006 To: Frederick County Planning 107 North Kent Street Suite 202 Winchester, VA 22601-5000 Attn: Bernard Suchicital, Planner I Copied NOV 2 F-015 From: Kurt Pennington/jk GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: F- Fed Ex Cl U.S. Mail Courier C1 Pick Up [� Other Urgent R] For Your Review E7 As You Requested E7 Please Comment Message Please find attached the following per your request: I Comment response Letter for Snowden Bridge - Section I, Subdivision Design Plan sets of the Revised Subdivision Design Plan If you have any questions, please feel free to contact our office. Thank you. I -land Delivery and Pick Ups Only: Received by: Date: Please Print Name: ft% GREENWAY ENGINEERING %4o 151 Windy Hill Lane NOV 2 2006 Winchester, Virginia 22602 Founded in 1971 1 November 2, 2006 Frederick County Planning and Development 107 North Kent Street Suite 202 Winchester, VA 22601-5000 Attn: Bernard Suchicital, Planner I Re: Snowden Bridge Section I — Subdivision Design Plan 1" Review Comment Response Dear Mr. Suchicital: We are in receipt of comments dated October 17, 2006 and offer the following responses: Comments from Frederick County Planning and Development Continent 1: On Sheet 2 of 34, regarding the Minimum Design Standards chart, adjust the Housing Name for type 5 to "Modified Single -Family Small Lot, " to reflect proffered table Exhibit E. y Response: House name has been revised as requested. We have also added house types 1,3, and 4 to cover the model homes to be built along Cheverette Drive. -- v,,,,of {-uste &virnc t ;e.-s Comment 2: On Sheet 2 of 34, provide information for remaining sections in Table 1. Response: All tables on Sheet 2 of 34 have been revise to tabulate Section One only. Since this is the first design plan being submitted, only Section One information is relevant. Future sections will be added to the tabulations as they are submitted. Ti,bLe T 'k,, eo,.,,,,,rt a Fe g Comment 3: On Sheet 2 of 34, regarding Table 4, identify when and in which section the required recreational units will be implemented. Please indicate within this chart, per section, what are the recreational unit requirements. Please note that the recreational units associated with each section of development will need to be bonded with each section before final plats are approved. ,14 Response: There are no recreational units being proposed within Section One. Please see response #2. Comment 4: On Sheet 2 of 34, complete the Open Space Tabulation (Table S). Please indicate where the remaining 42.9 acres of required open space will be located J( Response: Please see response #2. — ".. co ., Pt (_e Comment 5: On Sheets 3 and 12 of 34, correct the parcel information for TM #44-A-3IA to read: Zone-R4 ✓Response: Parcel 3 1 A zoning has been revised as requested. Comment 6: On Sheets 31 and 10-12 of 34, locate and detail the proposed Pedestrian Trail System as indicated on the A11DP 907-05. Response: Proposed "Pedestrian Trail" has been added to plans. �Grass���:o-�t �kl rt�Pc4oc� Comment 7: On Sheets 3, and 10-12 of 34, label each street as either a public street or a private street. Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 File #2760B/KP/jk www.greenwayeng.com Response: Streets have been labeled as requested. .—vw.�� °� 6.ve &,%.+ ado» j bLs I Comment 8: On Sheets 10-12 of 34, there are references to a 10' CSE. Please explain what a CSE is. ✓Response: CSE = Common Shared utility Easement Comment 9: On Sheets 10-12 of 34, identi)5- where fire hydrants will be located. (Response: Fire hydrant locations are shown on the Utility Plan - Sheets 13-15. — rcf�,4cs 14e,) w,ec"I e-4 Comment 10: On Sheets 10-12 of 34, provide a boundary survey of all lots, parcels, and rights -of -way showing bearings to the nearest minute and distances to the nearest one -hundredth (1/100) of afoot. ✓Response: Boundary information is shown on all lots (lot line distances and square footage). Bearings and distances are shown on the overall section boundary. This information is provided as per our telephone conversation on 10/20/06. Comment 11: On Sheets 10-12 of 34, on Lots 5, 20, 23, 41, 50, and 51, there is a reference to a storm sewer easement. Please indicate how wide these easements will be. '/Response: Easement information has been revised and dimensioned as required. Comment 12: On Sheet 10 of 34, label the rear BRL for Lot 61. / Response: Rear BRL has been labeled Comment 13: On Sheet 10 of 34, merge the BRL and easement on Lot 5. Response: Easement has been revised. Comment 14: On Sheet 10 of 34, please clari, what lines are easements, lot lines, and BRLs on Lot 23. '/Response: Line work has been clarified. Comment 15: On Sheet 10 of 34, adjust the BRLs for Lot 55. They should read: Front-20', Right-5', Rear -IS', Left-5'. 'Response: BRL's have been adjusted. Comment 16: On Sheets 10 and 13 of 34, provide a map legend. Response: Map legend has been added. �R, e- Comment 17: On Sheet 11 of 34, adjust the BRLs for Lot 47. They should read.- Front-20', Right-5', Rear 15 ', Left-5'. Response: BRL's have been adjusted. Comment 18: On Sheet 11 of 34, please adjust the building footprint for Lots 36 and 40 so that they are not crossing the BRL. /Response: Building footprints have been adjusted. Comment 19: On Sheet II of34, label the left BRL on Lot 41 as 10' Response: BRL has been labeled. File #2760B/KP/jk 2 Comment 20: On Sheet 12 of'34, label the left BRL on Lot 14, and clari, the numerous lines on Lot 13. ✓Response: BRL has been labeled and line work revised. Comment 21: On Sheet 12 of 34, adjust the building footprint on Lot 6 so that it is not crossing the BRL. Response: Lot has been revised. Comment 22: On Sheet 12 of 34, provide a name for the private access drive that meets CIS requirements. ✓Response: Road name has been provided. Please note street names have been revised at the request of the developer. We are in the process of acquiring GIS approval for the revised names. We will forward GIS approval ASAP. Comment 23: On Sheet 12 of 34, identi; the Open Space parcel (OS parcel A, B, C... ), dedication, and /who will own it. Response: Open space parcels have been identified as requested. All open space areas will be dedicated to the HOA. Comment 24: On Sheet 12 of 34, an additional street light is needed on Artificer Court, east of Chevrette Drive and west of the cul-de-sac. /Response: Street light has been added. Comment 25: On Sheet 14 of 34, there is what appears to be a path extending from the end of Baden Place onto the adjacent RA -zoned parcel, which is owned by others. Please explain what this is. ✓�: Response: This is a portion of the Pedestrian Trail System. The adjacent property owner will provide an access easement for the trail. J,, s �t,s�.K�, { S�.h e•,k�.b(rsGccQ �o t`> Comment 26: On Sheet 21A of 34, provide a Road Efficiency Buffer landscape detail. Also, indicate how a 6' tall fence/screen element, as depicted in Exhibit D in Rezoning #06-03, will be implemented. Please explain how the proposed landscape plan will meet the requirements of the Frederick County Zoning Ordinance. Response: Road Efficiency Buffer detail has been added to sheet 21A. Comment 27: On Sheet 21A of 34, include the phrase "at time of planting " when referring to the size of the plants in the Plat List table. a Response: Note has been to indicate that tree sizes will be met at time of bond release. Continent 28: On Sheet 21A of 34, General Note #8, adjust this to read: "Substitutions in plant species.or size shall not be permitted except with the written approval of the Zoning Administrator of Frederick County. " �� C.O✓nay 7 i Response: Note has been revised to indicate that all substitutions shall only come .fefn•the Gounties list of acceptable trees and shrubs. Comment 29: On Sheet 21A of 34, provide a landscape detail for the central islands within cul-de-sacs. ✓Response: Central island will be grass covered and noted on plan. Comment 30: include a Proffers Compliance sheet, and also a listing of approved waivers. File #2760B/KP/jk �.�.N S rWa:`°�ri V � Response: A proffer summary sheet has been added. — "" Comment 31: Provide a typical cross section for the private drives. 1Response: Typical cross section has been added. Comment 32: Indicate where, if any, connnuniry- signage will be located. Include descriptions. ✓Response: Minor entrance monument locations have been added to Sheet 19 of 35. Monument details will bee included with separate application for sign permit. Comment 33: Provide a sheet(s) detailing comnninij, design standards for elements as identified in Proffer 15A of Rezoning 906-03. Response: Developer is preparing a Minimum Community Design Standards document for the development as a whole. This document will be forwarded to you for review as soon as possible. Please find attached the revised plans as requested. As always, thank you for your assistance with this project. Should you have any questions or concerns please feel free to contact me. Sincerely, Greenway Eng' ring Kurt Pennington Enclosures File #2760B/KP/jk a Snowden Bridge Boulevard - VDOT Conditional Approval Page 1 of 5 Bernard S. Suchicital From: Eric Lawrence [elawrenc@co.frederick.va.us] Sent: Thursday, November 09, 2006 8:59 AM To: 'John Bishop'; 'Bernard S. Suchicital' Subject: FW: Snowden Bridge Boulevard - VDOT Conditional Approval FYI -----Original Message ----- From: Funkhouser, Rhonda [mailto:Rhonda.Funkhouser@VDOT.Virginia.gov] On Behalf Of Ingram, Lloyd Sent: Thursday, November 09, 2006 8:43 AM To: 'Kurt D. Pennington' Cc: 'msmith@greenwayeng.com'; Baluch, Stephen; Ibe, Javier; Ingram, Lloyd; 'Eric Lawrence'; 'Mark Cheran (mcheran@co.frederick.va.us)' Subject: Snowden Bridge Boulevard - VDOT Conditional Approval This is to acknowledge receipt of your revised plans for the referenced project with latest revisions dated 5/4/06. The plans appear satisfactory and are approved subject to the following corrections and additions: 1. The Striping and Signage Plan on two supplemental sheets is being provided to the Staunton District for review. The approval and/or comments will be provided by separate correspondence. 2. Add a copy or summary of approved transportation proffers to the plans. 3. On sheet 1, the latest revision date shown on the plans is 5/4//06, but it appears revisions have been made subsequent to that date. 4. On sheets 12-13, construction of median openings without left turn bays as shown is conditioned on Staunton District Office approval of the June 29, 2006 request for waiver of left turn lanes. The request has been forwarded for District Office review. (The Edinburg Residency Office has approved the waiver.) 5. On sheets 12-18, add a note to tie all underdrains to drop inlets where possible. 6. On sheets 12-18, the note about CD-1 underdrains is incorrect. CD-1 underdrains are required at lower end of cuts. CD-2 underdrains are required at sag locations. It is recommended that the locations of CD-1 and CD-2 underdrains be shown on the roadway profiles as follows: CD-1 at approx. stations 110+25, 123+50, 143+20, 147+90 (NBL), 153+65 (NBL), 148+50 (SBL) and 153+55 (SBL); CD-2 at approx stations 128+00, 151+30 (NBL), and 151+30 (SBL). 7. On sheet 12 in the'Typical Road Section', UD-4 underdrain is required on both sides of Snowden Bridge Blvd. Delete note'as required by VDOT inspector'. 8. On sheet 12 in the 'Typical Road Section', remove the note 'Bike Lane Total Width = 4'+2' gutter'. The bike path includes only the 4-foot paved width. 9. On sheet 12 in the 'Typical Road Section', change CG-7 to CG-6 to agree with roadway plans. 10. On sheet 12 for the intersecting street at station 113+01.39, the minimum street width for ADT of 1,620 is 36 feet curb to curb (VDOT Road Design Manual, Rev. 1/06, p. B-7). 12/7/2006 Snowden Bridge Boulevard - VDOT Conditional Approval Page 2 of 5 11. On sheet 12-15 for all intersecting streets, the set back of the curb return radius and tapers are not required (for traffic turning right onto Snowden Bridge Blvd.). 12. On sheet 13 for the GR-2 guardrail at station 127+55 to 129+05, add GR-11 and GR-9 end sections. 13. On sheet 13 for the intersecting street at station 128+52.42, the minimum street width for ADT of 3,540 is 40 feet curb to curb (VDOT Road Design Manual, Rev. 1/06, p. B-7). 14. On sheets 16 and 18 in the 'Typical Road Section' for NB and SB lanes, show required UD- 4 and UD-2 underdrain. 15. On sheets 16 and 18 in the 'Typical Road Section' for NB and SB lanes, remove the note "Bike Lane 4' +8'=12". The 4-foot paved section constitutes the bike lane. 16. On sheets 16 and 18 in the 'Typical Road Section' for NB and SB lanes, if the full width of the ditch backslope is not within the roadway ROW limits, an additional drainage easement beyond the ROW should be provided. 17. On sheets 15-17, curves C3, C4, and C5 exceed the minimum radius of curvature of 795 feet for superelevation of 2% and design speed of 45 mph (VDOT standard TC 5.04, New 2/06, p. 802.24A). The radii are sufficient for 40 mph. Therefore the roadway cannot be posted for speed limit in excess of 40 mph. The proposed 35 mph speed limit on the signage plan is acceptable. 18. On sheet 17, a wider drainage outflow easement between culvert 1 and 2 is recommended, to extend at least 10 feet beyond the drainage channel to provide for vehicular access for maintenance. 19. On sheets 17 and 24, it is not clear whether the structure length for Culverts 1 and 2 can accommodate the 8-foot shoulder and the guardrail. The structure and guardrail details have been forwarded to the Staunton District Office for further review. Approval is conditioned on resolution of any additional comments received. 20. On sheets 15, 17, and 23 relative to Culverts 1 and 2, they are identified as 36" pipes on the plan sheets, but 48" pipes were used in the analysis on sheet 23. 21. On sheet 24, will drop inlet 7 in Culvert 2 dictate modified spacing between two of the 36" pipes? 22. On sheets 19-21, add a note to encase all utility crossings above storm water pipes or within 24" below storm water pipes, per VDOT standard UB-1. 23. On sheets 20-21, replace ES-1 with ADS end section for ADS N-12 pipe and add detail sheet to plans (see http://www.ads-pipe.com/pdf/en/technical_static/6070.pdf). 24. On sheet 22, in the 'Storm Inlet Computations' table, some of the drop inlet types are not consistent with those listed on sheets 20-21, e.g. drop inlets 23, 24, 41, and 44. 25. Applicable VDOT standards and details are summarized in the following table with notes to indicate updates or additions (see the attached instructions if you are unsure about downloading the latest revisions from the VDOT web site). Some additional standard sheet revisions were released by VDOT on 9/06: Standard Sheet Latest Rev. Title Page Notes EW-1, lA Standard Endwall for Pipe Culverts 101.01 Add EW-2PC Precast Endwall for 42"-96" Circular Pipe Culverts 101.06 OK EW-12 Rev. 7/04 Endwalls for Pipe Underdrain 101.32 Add (used with underdrain) ES-1 Rev. 7/01 Flared End Section for 12"-60" Concrete Pipe Culverts 102.01 OK T-DI-3,4 I of 2 Rev. 3/03 Standard Precast Top Units 103.05 OK T-DI-3,4 2 of 2 Standard Precast Top Units 103.06 Add DI-3A,3B,3C 1 of 2 Standard Curb Drop Inlet, 12"-30" Pipe: Maximum Depth (H) = 8 feet 104.09 OK DI-3A,3B,3C 2 of 2 Standard Curb Drop Inlet, 12"-30" Pipe: Maximum Depth (H) = 8 feet 12/7/2006 Snowden Bridge Boulevard - VDOT Conditional Approval Page 3 of 5 104.10 OK DI-3AA, 3BB,3CC Standard Curb Drop Inlet, 12"-30" Pipe: Depth (H) = 8 -20 feet 104.11 Add DI-4A,4B,4C 1 of 2 Standard Curb Drop Inlet, 36"-48" Pipe: Maximum Depth (H) = 8 feet 104.15 Add DI-4A,4B,4C 2 of 2 Standard Curb Drop Inlet, 36"-48" Pipe: Maximum Depth (H) = 8 feet 104.16 Add DI4AA, 4BB,4CC Standard Curb Drop Inlet, 36"-48" Pipe: Depth (H) = 8 -20 feet 104.17 Add DI-12, 12A 1 of 3 Multigrate Drop Inlet for Pipe Sizes 12" to 72" 104.30 OK DI-12, 12A 2 of 3 Rev.2/06 Multigrate Drop Inlet for Pipe Sizes 12" to 72" 104.31 OK DI-12, 12A 3 of 3 Multigrate Drop Inlet for Pipe Sizes 12" to 72" 104.32 OK IC-2 3 of 3 Precast Inlet and Frame Cover 105.03 Add MH-1 4 of 5 Rev. 7/02 Standard Manhole Frame and Cover 106.04 Add MH-2 Precast Manhole 106.07 Add IS-1 Standard Method of Shaping Manhole & Inlet Inverts 106.08 Add PB-1 New 1/04 Installation of Pipe Culverts and Storm Sewers General Notes 107.00 OK PB-1 1 of 4 Rev. 7/05 Installation of Pipe Culverts and Storm Sewers Circular Pipe Bedding and Backfill - Method "A" 107.01 OK CD-1 Rev. 7/03 Standard Combination Underdrain (at Lower End of Cuts) 108.04 OK CD-2 Rev. 7/03 Standard Combination Underdrain (at Grade Sags and Bridge Approaches) 108.05 OK UD-2 Rev. 2/06 Standard Underdrain for Use with Raised Grass median Strips 108.02 OK UD-4 1 of 2 Rev. 1/04 Standard Pavement Edgedrain 108.06 Add UD-4 2 of 2 Rev. 2/06 Standard Pavement Edgedrain 108.07 Add EC-1 Rev. 9/06 Culvert Outlet Protection 114.01 Update EC-2 Protective Covering Installation Criteria 114.02 OK EC-3 Rev. 7/05 Soil Stabilization Mat Dict Installation Type A or B 114.03 OK CG-2 Rev. 9/06 Standard 6" Curb 201.01 Update CG-6 Rev. 9/06 Combination 6" Curb & Gutter 201.03 Update MS-2 Rev. 9/06 Standard Raised Grass Median Strips 202.04 Add CG-11 Rev. 7/01 Method of Treatment -Connection for Street Intersections and Commercial Entrances 203.04 OK CG-12 1 of 4 Rev. 7/05 CG-12 Detectable Warning Surface General Notes 203.05 Add CG-12 2 of 4 Rev. 7/05 CG-12 Detectable Warning Surface Type A (Perpendicular) Application 203.05A OK CG-12 3 of 4 Rev. 7/05 CG-12 Detectable Warning Surface Type B (Parallel) Application 203.06 Not required CG-12 4 of 4 Rev. 7/05 CG-12 Detectable Warning Surface Type C (Parallel & Perpendicular) Application 203.07 OK GR-HDW 1 of 3 Standard Guardrail Hardware 501.01 Add GR-2,2A 1 of 2 Rev. 7/05 Standard Blocked -Out W Beam Guardrail (Strong Post System) 501.04 OK GR-2,2A 2 of 2 Rev. 9/06 Standard Blocked -Out W Beam Guardrail (Strong Post System) 501.05 Update GR-SP 2 of 2 Rev. 2/06 Guardrail Terminal Installation Site Preparation Requirements for GR-9 501.17 Add GR-9 Rev. 9/06 Alternate Breakaway Cable Terminal No Flare 501.18 Update GR-11 Rev. 7/05 501.21 OK 12/7/2006 Snowden Bridge Boulevard - VDOT Conditional Approval Page 4 of 5 GR-INS 6 of 8 Rev. 9/06 W Beam Guardrail Installation Criteria 501.38 Add UB-1 Utility Bedding and Protection 1401.01 Add Type III Barrier Fig. 6F-5 May 2005 Channelizing Devices, Type III Barricades p. 6F-34, p. 6F-36, 37 Add (VA Work Area Protection Manual) VDOT 0647-034-223, C501 Square Tube Steel Sign Posts 16(8) Add for mounting traffic signs. See attached copy. Please advise the developer of this approval. Please provide 6 sets of approved construction plans with signed seal for VDOT distribution. If you cannot accommodate any of the comments noted above, please call to discuss before submitting the signature copies. I offer the following general comments: . A preconstruction conference be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. . Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. . Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. . 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 48 hours notice for inspections. . The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. . Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. This is the developer's responsibility. . Any signs to be installed will be in accordance with the approved plans and the Manual on Uniform Traffic Control Devices (MUTCD), latest edition. 12/7/2006 Snowden Bridge Boulevard - VDOT Conditional Approval Page 5 of 5 . I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 121-B Stone. This will greatly reduce the possibility of any pavement settlement. . A maintenance agreement, acceptable to VDOT and absolving VDOT of responsibility for maintenance of concrete pavers for textured pavement and pedestrian crosswalks, will need to be signed before acceptance into the State system. . A copy of any/all recorded plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permit. Dedication should be made to the Commonwealth of Virginia. . A copy of any/all RECORDED PLATS of dedication to public use (the County of Frederick) for drainage easements or additional right-of-way required for implementation of this proposed project should be provided for VDOT review prior to issuance of any land use permit. If you have any questions concerning any of the comments, please call me or Mr. Stephen Baluch at the VDOT office in Whitepost at 540-869-6342. <<Sign Posts. pdf>> <<Instructions for Downloading VDOT Road and Bridge Standards.doc>> <<Information Needed Prior to Acceptance of Subdivision Streets.doc>> Lloyd A. Ingram Transportation Engineer VDOT N Edinburg Residency Land Development 14031 Old Valley Pike Edinburg, VA 22824 (540)984-5611 (540) 984-5607 (fax) 12/7/2006 Flu COPY COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 October 17, 2006 Greenway Engineering Attention: Kurt Pennington 151 Windy Hill Lane Winchester, Virginia 22602 RE: Snowden Bridge Section I; Subdivision Design Plan 1" Review Dear Mr. Pennington: I have had the opportunity to review the Subdivision Design Plan (SDP) for Snowden Bridge, Section 1. A number of issues have been identified which require your attention; these issues are listed on the attached red -lined plans as well as in this letter. Please address the following comments: 1. On Sheet 2 of 34, regarding the Minimum Design Standards chart, adjust the Housing Name for type 5 to "Modified Single -Family Small Lot," to reflect proffered table Exhibit E. 2. On Sheet 2 of 34, provide information for remaining sections in Table 1. 3. On Sheet 2 of 34, regarding Table 4, identify when and in which section the required recreational units will be implemented. Please indicate within this chart, per section, what are the recreational unit requirements. Please note that the recreational units associated with each section of development will need to be bonded with each section before final plats are approved. 4. On Sheet 2 of 34, complete the Open Space Tabulation (Table 5). Please indicate where the remaining 42.9 acres of required open space will be located. 5. On Sheets 3 and 12 of 34, correct the parcel information for TM #44-A-31A to read: Zone-R-l. 6. On Sheets 3, and 10-12 of 34, locate and detail the proposed Pedestrian Trail System as indicated on the MDP 407-05. 7. On Sheets 3, and 10-12. of 34, label each street as either a public street or a private street. 8. On Sheets 10-12 of 34, there are references to a 10' CSE. Please explain what a CSE is. 9. On Sheets 10-12 of 34, identify where fire hydrants will be located. 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Page 2 Greenway Engineering RE: Snowden Bridge, Section I October 17, 2006 10. On Sheets 10-12 of 34, provide a boundary survey of all lots, parcels, and rights -of -way showing bearings to the nearest minute and distances to the nearest one -hundredth (1 / 100) of a foot. 11. On Sheets 10-12 of 34, on Lots 5, 20, 23, 41, 50, and 51, there is reference to a storm sewer easement. Please indicate how wide these easements will be. 12. On Sheet 10 of 34. label the rear BRL for Lot 61. 13. On Sheet 10 of 34, merge the BRL and easement on Lot 5. 14. On Sheet 10 of 34, please clarify what lines are easements, lot lines, and BRLs on Lot 23. 15. On Sheet 10 of 34, adjust the BRLs for Lot 55. They should read: Front-20', Right-5', Rear-15', Left-5'. 16. On Sheets 10 and 13 of 34, provide a map legend. 17. On Sheet 11 of 34, adjust the BRLs for Lot 47. They should read: Front-20', Right-5', Rear-15', Left-5'. 18. On Sheet 11 of 34, please adjust the building footprint for Lots 36 and 40 so that they are not crossing the BRL. 19. On Sheet 11 of 34, label the left BRL on Lot 41 as 10'. 20. On Sheet 12 of 34, label the left BRL on Lot 14, and clarify the numerous lines on Lot 13. 21. On Sheet 12 of 34, adjust the building footprint on Lot 6 so that it is not crossing the BRL. 22. On Sheet 12 of 34, provide a name for the private access drive that meets GIS requirements. 23. On Sheet 12 of 34, identify the Open Space parcel (OS parcel A, B, C... ), dedication, and who will own it. 24. On Sheet 12 of 34, an additional street light is needed on Artificer Court, east of Chevrette Drive and west of the cul-de-sac. Page 3 Greenway Engineering RE: Snowden Bridge, Section I October 17, 2006 25. On Sheet 14 of 34, there is what appears to be a path extending from the end of Baden Place onto the adjacent RA -zoned parcel, which is owned by others. Please explain what this is. 26. On Sheet 21A of 34, provide a Road Efficiency Buffer landscape detail. Also, indicate how a 6' tall fence/screen element, as depicted in Exhibit D in Rezoning 906-03, will be implemented. Please explain how the proposed landscape plan will meet the requirements of the Frederick County Zoning Ordinance. 27. On Sheet 21 A of 34, include the phrase "at time of planting," when referring to the size of the plants in the Plant List table. 28. On Sheet 21 A of 34, General Note #8, adjust this to read: "Substitutions in plant species or size shall not be permitted except with the written approval of the Zoning Administrator of Frederick County." 29. On Sheet 2 1 A of 34, provide a landscape detail for the central islands within cul-de-sacs. 30. Include a Proffers Compliance sheet, and also a listing of approved waivers. 31. Provide a typical cross section for the private drives. 32. Indicate where, if any, community signage will be located. Include descriptions. 33. Provide a sheet(s) detailing community design standards for elements as identified in Proffer 15A of Rezoning 906-03. The application seeking Subdivision Design approval is denied until the issues identified in this letter have been adequately addressed. Please address the above comments and resubmit. I have enclosed a marked copy of the plans to assist with the revisions. If you have any questions, please feel free to call. Approval comments are required from the following agencies: the Frederick County Department of Public Works (County Engineer), Virginia Department of Transportation, and the Frederick County Sanitation Authority. Sincerely, Bernard S. Suchicital Planner I BSS/dlw Attachment cc: Brookfield Stephenson, LLC, 8500 Executive Park Suite 300, Fairfax, VA 22031 APPLICATION AND CHECKLIST SUBDIVISION FREDERICK COUNTY VIRGINIA AUG 1 2006 Dater Application # L2 LCt MDP? _ Yes No If no, as MDP requirement been waived by the Planning Director? Yes No If MDP requirement has not been waived, fill in the following public hearing dates: Planning Commission: Board of Supervisors: Applicant/Agent: Greenway Engineering Address: 151 Windy Hill Lane Winchester, Virginia 22602 Phone: 540-662-4185 Owners Name: Brookfield Stephenson Village, LLC Address: 8500 Executive Park Suite 300 Fairfax, VA 22031 Phone: 703-270-1409 Please list names of all owners, principals and/or majority stockholders: Rick Dengler Contact Person: Kurt Pennington - Greenway En ing eering Phone: 540-662-4185 NAME OF SUBDIVISION: Number of Lots: 67 Snowden Bridge Section 1 Total Acreage 21.87 Property Location: The property is located on the south side of Old Charles Town Road (Rte 761) and Jordan Springs Road (Rte 664) and east of Milburn Road (Rte 662) (Give State Rt. #, name, distance and direction from intersection) Magisterial District Stonewall Property Identification Number (PIN) 44-A-292, 44-A-293, 44-A-31, 44-A-31 A (Parent Tract) Property zoning and present use: R4 - Vacant Adjoining property zoning and use: RA - Vacant Has a Master Development Plan been submitted for this project? x Yes No If yes, has the final MDP been approved by the Board of Supervisors? x Yes No What was the Master Development Plan title? Stephenson Village Yes No Does the plat contain any changes from the approved MDP? Yes x No If yes, specify what changes: Not applicable Minimum Lot Size (smallest lot) 7157 Square Feet Number and types of housing units in this development: 67 Single Family Units 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. S i anature Date: REQUEST FOR SUBDIVISION COMMENTS Department of Planning and Development Mail to: Department of Planning and Development Attn: County Planner 107 North Kent Street Winchester, VA 22601 (540) 665-5651 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach application, fee, location map, and two (2) copies of the site plan with this sheet. Applicant's name, address and phone number: Greenway Engineering 151 Windy Hill Lane, Winchester, VA 22602 540-662-4185 Name of development and/or description of the request: Snowden Bridce Section 1 Location of property: The property is located on the south side of Old Charles Town Road (Rte 761) and Jordan Springs Road (Rte 664) and East of Milburn Road (Rte 662) Planning and Development's Comments: Control number MDP05-0011 Project Name Snowden Bridge Section 1 Address 151 Windy Hill Ln. Type Application Master Development Plan Current Zoning R4 Automatic Sprinkler System No Other recommendation Date received 12/8/2005 City Winchester Tax ID Number 44-A-293 Date reviewed 12/9/2005 Applicant Greenway Engineering State Zip VA 22602 Fire District 13 Date Revised Applicant Phone 540-662-4185 Rescue District 13 Election District Recommendations Stonewall Automatic Fire Alarm System Residential Sprinkler System Yes Yes Requirements Emergency Vehicle Access Hydrant Location Fire Lane Required Adequate Adequate Yes Siamese Location Roadway/Aisleway Width Special Hazards Adequate No Emergency Vehicle Access Comments Access Comments Additional Comments Plan Approval Recommended Yes Reviewed By Signature y Jeffrey S. Neal Title _ A_-__ 511 The Frederick County Inspections Deparonew is low at 107 North Kea Str 4-th Floor of the County Admini Building in Wimiwstff. if you pwd& to hand delivm dm =vim_ Applicant's mmw, addms artd pl; - Greenway Engi**err�qg 151 Windy IMI Lane., . VA 22602 540-662-4185 Name of deft air dvmr4am Of the - Snowden Bridge Section I Location: Stephenson Virginia off of Old Cbarks Town Road at Snowden Bridge Boulevard Inspection Department C nts-- cI-P &-;--i % ti e Code Administrator Signature and Date: r�i v: f- V• (NOTICE TO MSPECTIONSS DEPT. *PLEASE RETLIN TELLS NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as pmsible in order to assist the agency with their review_ Also, please attach a copy of your application form, location map and all other pertinent information_ Dwellings shall comply with The Vmg nia ilnifcmmSuewide Building Code and The International Residential Code 12003_ (20031RC vas adopted Nov 16, 2005 howieux 2000 can be utilized on wig puns up to am year faam the dale of Mode adoption). Lots # 14,15,16,17,18,19, 20, 21, 22, 23, 24, 25, 26, 27, 2& 29, 30, 31, 32, 33, 34, 35, 36, and 32 may rcqwe awl engineering offoundabous due to exiAing and finish slopes - Back water valves shall be msWW on all plumbing subject to back sewer (openings in the home below the upstream sewcr ale lid), in accotdance to the ational Plumbing Code_ 0 Gr REQUEST FOR CONDITIONAL SUBDIVISION COMMENTS Frederick County Department of GIS Attn: Marcus Lemasters, GIS Manager 107 North Kent Street Winchester, Va. 22601 (540) 665-5651 The GIS Manager will review the proposed street names for this project to ensure their acceptability into the Frederick County Street Name System. Proposed street names will also be routed through the Communication Center Supervisor for review. This step will prevent duplicate street names from being entered. Please attach one copy of the plan indicating proposed names. Applicant's name, address and phone number: Greenway Engineering 151 Windy Hill Lane, Winchester, VA 22602 540-662-4185 Name of development and/or description of the request: Snowden Bridge Section 1 Location: Stephenson Virginia off of Old Charles Town Road at Snowden Bridge Boulevard GIS Department Comments: Cr��S� C�-�v�on7 f�L��D j-►-�. r3F�,y CN-,4vtL� Tti SNo�nEN 82► a cQ.E �Wl� P4-6 IF -A PL [9--1 tl Vf4L/ 5 F4-4 S L_e�l�rlloG� Date receivedZ-o-eS` Date revision received Date approved Incomplete Incomplete :Date reviewed-r>9-vs i?ate revie edn # � � '` - t 't-t`"�"-;''kzz£ . -Signature REQUEST FOR CONDITIONAL SUBDIVISION COMMENTS Winchester Regional Airport Attn: Executive Director 491 Airport Road Winchester, Va. 22602 (540) 662-2422 The Winchester Regional Airport is located on Route 645, off of Route 522 South, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 Name of development and/or description of the request: Snowden Bridge Section I Location: Stephenson Virginia off of Old Charles Town Road at Snowden Bridge Boulevard Winchester Regional Airport Comments: Airport Signature and Date: %--,/` % ° 4 1 1 X �I W 1 (NOTICE TO AIRPORT *PLEASE RETURN THIS FORM TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your application form, location map and all other pertinent information. ,��P FtEG10Nq< WINCHESTER REGIONAL AIRPORT z o -i RVING THE 491 AIRPORT ROAD SE \TOP OF VIR"'A WINCHESTER, VIRGINIA 22602 -q THO-4 (540) 662-2422 February 6, 2006 Kurt Pennington Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 R. Conditional Subdivision Comments Snowden Bridge Section 1 Stonewall Magisterial District Dear Mr. Pennington: The referenced proposal was reviewed and it appears that the proposed subdivision will not have an impact on operations at the Winchester Regional Airport. While the proposed development lies within the airport's airspace, it does fall outside of the airport's Part 77 close in surface. Thank you for your cooperation and consideration in the continuing safe operations of the Winchester Regional Airport. Sincerely, Serena R. Manuel Executive Director �^ r REQUEST FOR CONDITIONAL SUBIDVISION COMMENTS Frederick County Parks and Recreation Dept. Attn: Director of Parks and Recreation 107 North Kent Street Winchester, Va. 22601 (540) 665-5678 The Frederick County Parks and Recreation Department is located on the second floor of the Frederick County Administration Building, 107, North Kent Street, Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Greenway Engineering 151 Windy Hill Lane, Winchester, VA 22602 540-662-4185 Name of development and/or description of the request: Snowden Bridge Section 1 Location: Stephenson Virginia off of Old Charles Town Road at Snowden Bridge Boulevard Parks and Recreation Department Comments: Parks and Recreation staff made comments and recommendations regarding open space, proffers and recreational units during the rezoning and master development review phases of this project. The Planning Department will ensure that all requirements are met and the Parks an Recreation Department will review and make recommendations on the design ol trai s, community centers and other recreational units. Parks Signature and Date: (NOTICE TO PARKS *PLEA E RETURN THIS FORM TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your application form, location map and all other pertinent information. 'SEE20M5 i cy� F:. Frederick County Public Schools Administrative Assistant to the Superintendent Mr. Kurt Pennington Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 Dear Mr. Pennington: RE: Snowden Bridge Section I Visit us at www.frederick.k12.va.us December 14, 2005 e-mail: kapocsis@frederickk1Zva.us This letter is in response. to your request for comments regarding the proposed Snowden Bridge Section I project. Based on the information provided, it is anticipated that the proposed 67 single-family homes will yield 11 high school students, 9 middle school students, and 26 elementary school students for a total of 36 new students upon build -out. Significant residential growth in Frederick County has resulted in the. schools serving this area having student enrollments nearing or exceeding the practical capacity for a school. The cumulative impact of this project and others of similar nature, coupled with the number of approved, undeveloped residential lots in the area, will necessitate the future construction of new schools facilities to accommodate increased student enrollments. The impact of this rezoning on current and future school needs should be considered during the approval process. Respectfully yours, Steph n M. Kapocsi Administrative Assistant to the Superintendent SMK: dkr ` : , i ; - ,`- cc: William C. Dean, Ph.D., Superintendent of Schools ;' ;` D i q 2�10� Al Orndorff, Assistant Superintendent for Administration F Charles Puglisi, Director of Transportation �P ti _-27(�p fj 540-662-3889 Ext 112 1415 Amherst Street, Post Office Box 3508, Winchester, VA 22604-2546 FAX 540-662-3890 GREENWAY ENGINEERING 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 1 Subdivision File No: 2760B Date: August 16, 2006 To: FC Planning Attn: Bernard Suchicital Copied From: Kurt Pennington/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: r— Fed Ex ❑ U.S. Mail F1 Courier ❑ Pick Up ❑ Other ❑ Urgent ❑ For Your Review 0 As You Requested ❑ Please Comment Message Bernard, Attached is the application review fee check for $9,200.00 for the above project. Thank you for your assistance. Call wtih any questions. ^uG 12006 AVG rZ20',06 Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: -k 8) )L�0 (' yer :1� e Icy i A Jra_k_'>Qr `- GREENWAY ENGINEERING ev 151 Windy Hill Lane AUG 1 2W6 Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge Section 1 Subdivision Plan File No: 2760B Date: Tue, Aug 1, 2006 To: Frederick County Planning 107 North Kent Street Winchester, VA 22601 Attn: Bernard Suchicital Copied File Delivery: W Fed Ex ❑ Other_ ❑ U.S. Mail From: Kurt Pennington/adf GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 M/C'/'ourier ❑ Pick Up ❑ Urgent F1 For Your Review ❑ As You Requested ❑ Please Comment Message Mr. Suchicital, Please find attached 4 sets of the subdivision design plan, the application for Snowden Bridge Section 1, a comment request form and copy of approvals from the following agencies: FCSA, Winchester Airport, Parks and Rec, Public Schools, GIS, Fire and Rescue, and Inspections. The fee check is not enclosed at this time, but will follow submission via courier. Feel free to contact me with any questions or concerns and as always, we thank you for your time in this matter. Sincerely, Kurt Pennington/adf Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: GREENWAY ENGINEERING 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 1-Subdivision Plan File No: 2760B Date: June 22, 2006 To: FC'.SA Attn: John Whitacre Copied Delivery: r Fed Ex ❑ Other_ ❑ U.S. Mail h J U N 202 2006 From: Kurt Pennington/dlm GREENWAY ENGINEERING Phone:. 540-662-4185 Fax: 540-722-9528 F Courier ❑ Pick Up ❑ Urgent 0 For Your Review IF As You Requested ❑ Please Comment Message John, Attached is the following for your review and comments: -2 copies of the revised subdivision plans per FCSA comments Thank you for your assistance. Call with any questions e i 7F,4,1 -5 Hand Delivery and Pick Ups Only: Received by: Date:% JUN 2 8 2006 V2 7� Please Print Name: IK f �cs15 n �-pick V" Document Approval Form PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL PLEASE PROVIDE COMMENTS AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED. MTL ,LS DATE & TIME Candice ( j 2C, qp Mark Susan Eric Mike Kevin John Lauren COMMENTS: Received by Clerical Staff (Date & Time): PS p 9 r 9 to (p U:\Pam\Common\Document Approval Form.wpd SUBDIVISION #17-06 SNOWDEN BRIDGE SEC I Stonewall 67 LOTS 21.87 ACRES APPROV