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HomeMy WebLinkAbout07-13 Snowden Bridge Section 7 67 Lots 26.7 Acres Stonewall - BackfileI 2. SUBDIVISION CHECKLIST Comment sheets from the following agencies, along with any marked copies of the plan: ✓ VDOT Sanitation Authority i✓ A City of Winchester Ilealth Department J Inspections Department Parks & Recreation Fire Marshall `� County Engineer j One copy of the subdivision application TRACKING SHEET I q 1-3 i sp A oh 7 A act-I8 5,? 41 Qx 1 r�h(t5 I � H zj �5 '5 5 3o )L4 -IA Application received r ee paid ( ✓ CIS To be filled in if an MDP is associated with this subdivision MDP 4 0 Approved by BOS: �� Q ^ ®-5 Admin. Approval: Information entered in D-base and Reference Manual Application Action Summary updated Plat(s) signed by Subdivision Administrator Approval letter to applicant/copy to file & cc's Copy of final subdivision plat(s) [with signatures] made and given to GIS for structure numbering assignment Updated D-base and Reference Manual Application Action Summary updated Final plat(s) submitted with review agency signatures along with: Recorded Deed of Dedication Sys ID Bond estimate (if required) $ Snowden Bridge Section 7B 2/22/23, 8:53 AM Sra O CD t,U V1RC INLk- Ffc.=DERICK COUN N.SCl. This iastrument of writing was produced to me on S-/6-20/y _at14 Z6 AM. and with certificate acknowledgement thereto annexed was admitted to record. Tax imposed by Sec 58.1-802 of $YA _, and 58.1-801 have been paid, if assessable, 6.t �O%A , Qerk https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 51 /51 2/22/23, 8:54 AM Sra CD, 15001213E C: DF,ED OF DEDICATION, SUBDIVISION, F,ASF,MENT AND CONVEYANCE THIS DI-TD OF DEDICATION, SUBDIVISION, EASEMENT AND CONVEYANCE is made this j day of December, 2015, by and between BROOKFIELD STEPIIENSON VIL LA01-, L.L.C., a Virginia limited liability company, its successors and assigns ("Brookfield''), party of the first part, and the COUNTY OF FREDERIC:K, VIRGTNrIA (the "County"), the FREDERICK COUNTY SANITATION AUTHORITY, a body corporate and politic ("FCSA"), SNOWDEN BRIDGE COMMUNITY ASSOCIATION-, an association formed pursuant to the Virginia Property Owners Association Act ("Snowden Bridge Association"), and RAMIE CORNER COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Ramie Corner Association"), parties of the second part. WITNESSETH WHEREAS, Brookfield is the owner of the property knox n as Tax Map Nos. 44-A-292A and 44-A-293, by Instrument Nos. 040021293 and 110007387 and by Boundary Line Document prepared without the benefit of title examination by: Thomas Moore Lawson, Esquire P. O. Box 2740 Winchester, VA 22604 Tax Map Nos. 44-A-292A, 44-A-293 Consideration: S1.00 Return to: Thomas Moorc Lawson, Esquire P. O. Box 2 740 Winchester, VA 22604 Grantees' Address: County of Frederick, Virginia 107 T'. Kent Street Winchester, VA 22601 Frederick County Sanitation Authority P.O. Box 1877 Winchester. VA 22604 Snowden Bridge Community Association 3201 Jermttnlown Road, Suite 150 Fairfax, VA 22030 Ramic Corner Community Association 3201 Jermantown Road, Suite ISO Fairfax, VA 22030 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 1 /31 2/22/23, 8:54 AM Sra O Adjustments at Instrument Nos. 070005227 and 110007386, located in Stonewall Magisteriao District, Frederick County, Virginia and recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia (the "Property").- and WHERF_AS, it is the desire and intent of Brookfield 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 dated October 1, 2015, entitled `'Final Subdivision Plat Snowden Bridge Section 7B" and prepared by Greenway Engineering, certified. land surveyors, (the''Plat") which is attached hereto as and incorporated herein by reference as "Exhibit ,A ; and WHERL:AS, it is the desire and intent of Brookfield to grant and convey unto the County, and unto FCSA, the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield to grant and convey unto Snowden Bridge Association and Ramie Corner Association, the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield 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; and W IEREAS, it is the desire and intent of Brookfield to convey a portion of the Property unto Snowden Bridge Association and Ramie Corner Association; and WHEREAS, the Property is, or will be, subject to the terms and conditions of the Declaration for Snowden Bridge, a declaration for a property owners association formed pursuant to the Virginia nonstock corporation act and recorded in the aforesaid Clerk's Office as Instrument. No. 070018836, and the Declaration for Ramie Comer, a declaration for a property 2 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 2/31 `11 1 04c*:lF'L!_1AA Sra 0 O cn owners association fowled pursuant to the Virginia nonstock corporation act and recorded in the'-0 aforesaid Clerk's Office as Instrument No. 120006743 (collectively the "Declaration"). SUBDIVISION NOW TIIEREFORK WITNESSETI-I, in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield hereby subdivides that portion of the Property containing 6.188 acres into lots and parcels to be known as Lots 14 through 30, inclusive, Lots 35 through 42, inclusive, and Open Space Parcels 2 and 3, Section 713, Snowden Bridge in accordance with the Plat which is expressly incorporated herein and made a part of this Deed as well as one (1) private drives shown and depicted on the Plat as "Manila Place" in accordance with the Plat which is expressly incorporated herein and made a pan of this Deed. STREET DEDICATION UIIS DF.F.D FURTHER WITNESSETH., that in consideration of the premises and the sum of One Dollar (S1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield dedicates unto the County the 1.0098 acres for public street purposes as so designated on the Plat. This dedication is made in accordance wilh the statutes made and provided therefore. EMERGENCY INGRESS AND EGRESS EASEMENTS 'I MS DEED FURTHER WITNESSF'PH, that in consideration of the premises and the sum of One Dollar ($1,00), cash in hand paid, receipt of which is hereby acknowledged, 3 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 3/31 2/22/23, 8:54 AM Sra L� V a, Brookfield grants and conveys onto the County, its successors and assigns, 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 desirable to perform, including, but not limited to, police and fire protection, over and across all public and/or private access casements, and ingress and egress easements, as shown on the Plat. -Notwithstanding the foregoing, in the event any of such public and/or private access easements, and/or ingress and egress easements are hereafter adjusted, relocated, reconfigured, or otherwise altered, these casements shall automatically be adjusted so that no portion of the Property which ceases either to be a public or private access casement, or ingress and egress easement, shall be subject to these easements. STORM DRAPIAGE EASEWNTS "l'1-1IS DEED FURTHER wrl'NESSBTH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto the County, its successors and assigns, several twenty foot (207) storm drainage easements and several storm drainage easetnents, identified on the Plat as "20' Storm Drainage lsmt." and "Storm Drainage Fsmt.'' which shall run with the land and be perpetual easements for the purposes 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 stormwater and its transmission through and across said Property of Brookfield, said easements being more particularly bounded and described on the Plat. 4 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 4/31 2/22/23, 8:54 AM Sra O ._ O The i7rccgoing casements 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 shalt 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 casements 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 constriction or maintenance, and further, this right shall not be construed to allow the County to erect any building or stricture of a permanent nature on such adjoining land. 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 casements; 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 and shrubs, or other facilities located within the easements. 4. The County shall have the right to demolish all paving, curbing, and/or guttering in the easements being conveyed, deemed by it to interfere with the proper and efficient construction, installation, operation, and maintenance of said stormwater drainage lines and 5 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 5/31 2/22/23, 8:54 AM Sra C4'', C:> d tU appurtenant facilities; provided, however, that the County, at its own expense, shall restore all non -interfering paving, curbing, and/or guttering which arc disturbed in any manner by the construction, operation, and maintenance of said stormwater drainage lines and appurtenant facilities. 5. Brookfield reserves the right to construct. and maintain roadways over said casements to the extent not prohibited or restricted by ordinance and to make any use of the easements herein ranted 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 Brookfield shall not erect any building or other structure, excepting a fence, on the easements without obtaining the prior written approval of the County, 6. The individual lot owners and/or Snowden Bridge Association shall be responsible for maurtenance 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 lard. SIGHT DISTANCE EASEMENT THIS DEED FUlt7U:. R W1TN) SSETH, that in consideration of the premises and the stun of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto the County several sight distance easements, identified as "Sight Distance Esmt.," which shall run w-itb the land and be perpetual easements for the purposes of ensuring a clear zone of safe sight lines for vehicles traveling across said Property of Brookfield, said easements being more particularly bounded and described on the Plat. The foregoing easements are subject to the following conditions where applicable: 6 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 6/31 2/22/23, 8:54 AM Sra O Cn W 1. Brookfield, its successors and assigns, shall not pen -nit the construction of any structures or fences within the casements; however, Brookfield; its successors and assigns, may erect signs and install ground cover and "low growth" sbrubs/plantings -within the easements so long as any and all obstructions within the casements are no more than two (2) feet in height in order to maintain the "clear zone" required by the Commonwealth of Virginia Department of Transportation's landscaping guidelines within sightline areas. 2. The County and its agents shall have full and free use of said easements for the e purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the casements 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 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. 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 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 strictures, trees and shrubs, or other facilities located within the casements. 4. The County shall lktvc the right to demolish all paving, curbing, and/or guttering in the casements being conveyed, deemed by it to interfere with the proper and efficient N https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 7/31 2/22/23, 8:54 AM Sra Gi tD maintenance of said easements; provided, however, that the County, at its own expense, shA' restore all non -interfering paving, curbing, and/or guttering which are disturbed in any manner by the maintenance of said casements. 5. The individual lot owners and/or Snowden Bridge Association shall be responsible for maintenance of the sight distance 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. SAINITARY SENVER AND WATER LINE EASE, MENTS 'IT TIS DEED FURTIIER WIT-IESSETH, that in consideration of the premises and the stun of Onc Dollar (S1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto FCSA, its successors and assigns, with general warranty of title, a twenty foot (20') water line easement, a sanitary sewer casement and a thirty foot (30') water and sanitary sewer casement, identified on the Plat respectively as "20' Water Line Esmt.," "Sanitary Sewer Esmt." and "30' Sewer & Water Line Esmt." The FCSA Easements are perpetual and are for the purposes of constructing, operating, maintaining, adding to, altering or replacing present or future water mains and sanitary sewer lines, including, but not limited to, fire hydrants, valves, meters, building service connections and connection lines, salutary lateral lines, manholes and other appurtenant facilities for the transmission and distribution of water and the collection of sanitary sewage and its transmission through, upon and across the .Property. Said FCSA Easements are more particularly bounded and described on the Plat, and include FCSA's right to go on, over and upon said FCSA Easements for the aforesaid purposes. 8 https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 8/31 2/22/23, 8:54 AM Sra CD O CIz C.Tt 1'lre foregoing FCSA Easements granted to the FCSA are subject to the following rights and conditions: 1. All water mains and sanitary sewer lines and appurtenant facilities which are installed in the FCSA Easements shall be and remain the property of FCSA, its successors and assigns. 2. FCSA and its agents shall have full and free use of said FCSA Easements for the purposes named herein; and shall have all rights and privileges reasonably necessary to the exercise of the Easements. In the event FCSA is unable reasonably to exercise the right of ingress and egress over the Easements, FCSA shall have the right of ingress and egress over the land of the Brookfield adjacent to such Easements in order to access the basements; provided, however, that this right to use such adjoining land shall be exercised only during periods of actual construction or maintenance, and fi rthcr, this right shall not be construed to allow .FCSA to erect any building, structure or facilities on such adjoining land. 3. FCSA shall have the right to trim, cut and remove trees, shrubbery, fences, structures or other obstructions or facilities in or near the FCSA Easements being conveyed deemed by FCSA to interfere with the proper and efficient construction, operation and maintenance of said water mains and sewer lines and appurtenant facilities; provided, however, that FCSA, at its own expense, shall restore, as nearly as possible, to their original condition all land or premises included within or adjoining said FCSA Easements which are disturbed in any . manner by the construction, operation and maintenance of said water mains and sewer lines and appurtenant facilities. Such restoration shall include the backfilling of trenches and the re- seeding of lawns or pasture areas, but shall not include the replacement of structures, trees and other facilities located within the area of the FCSA Easements. 9 hftps://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 9/31 2/22/23, 8:54 AM Sra 0 0 rn o,% 4. Brookfield shall retain the right to use the Property which is subject to the FCSA Easements conveyed herein in any manner that shall not be inconsistent with the rights herein conveyed to FCSA and that shall not injure or interfere with the use and enjoyment of said rights by FCSA; provided, however, that no building, structure or fence shall be erected over or on the FCSA Easements without obtaining the prior written approval of FCSA. Brookfield's right of use shall also include the ability of Brookfield to convey easements to other utilities m shown on the plat, provided that no other utility shall be granted the right to use (nor shall use) any part of the area within the FCSA Easements for any purpose that v rill conflict with FCSA's use thereof, and further provided that any such utilities shall be installed in a. manner which shall not be inconsistent with the rights herein conveyed to FCSA nor injure or interfere with the use and enjoyment of the aforementioned rights of FCSA. Other than as shown on the Plat, no other utility or party shall be permitted to install any underground facilities or change existing ground elevation or be granted the right to use (nor shall use) any part of the area within the FCSA Fasements for any purpose or in any manner until after a review and a finding by the FCSA in writing that such use will not be in conflict "Kith, injurious to, or interfere with the FCSA's use of the Easements for the purposes for which such FCSA Easements are granted herein. In the event a use of any area within the FCSA Easements is approved by FCSA, but requires the relocation and/or the adjustment of the depth of the FCSA's water mains, sewer hues and/or appurtenant facilities, all costs required to accomplish such relocation or adjustment shall be paid by Brookfield. 5. At such time as any portion of the area(s) within the FCSA Easements is accepted by the Commonwealth of Virginia or any appropriate agency thereof for maintenance 10 https://risweb.vacourts.gov/jsra/sra/#/search/record Search 10/31 2/22/23, 8:54 AM Sra O CO into the state highway system, all easement rights acquired by the FCSA by this instrument in such area(s) shall cease and terminate, provided that. the Commonwealth of Virginia or any appropriate agency thereof concurrently grants to the FCSA all necessary permits or easements for the continued operation, maintenance, inspection, repair and replacement of its water mains, server lines and appurtenant facilities in said location G. Brookfield covenants that it is seized of and has the right to convey said FCSA Easements and related rights and privileges, that the FCSA shall have quiet and peaceable possession, use and enjoyment of the Easements and related rights and privileges, and that Brookfield shall execute such further assurances thereof as may be required. 7. In the event the FCSA notifies Brookfield (or its successors or assigns, as applicable) of a violation of the terns of these FCSA Easements and Brookfield for its successors or assigns, as applicable) does not cure such violation within thirty (30) days of such notice, the FCSA may take such action as necessary to cure such violation, including ingress and egress over any portion or Brookfield's (or its successors' or assigns', as applicable) property deemed necessary by the FCSA to access the FCSA Easements or to enforce the FCSA's rights hereunder. All costs and expenses incurred by the FCSA in exercising or enforcing its rights hereunder shall be paid or, at the WSA's election, reimbursed by Brookfield (or its successors or assigns, as applicable), within thirty (30) days from the date Brookfield (or its successors or assigns, as applicable) receives a bill or invoice from the FCSA for such costs and expenses. If such costs and expenses arc not paid within the thirty (30) day period referenced in the preceding sentence, all such costs arid expenses shall immediately commence bearing interest at the then prevailing judgment rate of interest under the Virginia Code. The FCSA shall have the right to enforce the terms of these FCSA Easements by any remedy available at lav,, or in equity. 11 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 11 /31 2/22/23, 8:54 AM Sra to G O O-N C-0 8. ]f the FCSA is adjudicated the prevailing part in any judicial proceeding between the parties regarding enforcement of these FCSA Easements, the FCSA shall be awarded its costs and expenses, including reasonable attorney's tees. 9. FCSA and Brookfield (or its successors or assigns, as applicable) acknowledge that the agreements and covenants stated herein are covenants real running with the land which are and shall be binding upon Brookfield to the extent of Brookficld's interest in the areas represented by the FCSA Easements and are and shall be binding upon the Grantor's successors and assigns, as applicable, to the extent of such successors' and assigns' interest in the areas represented by the FCSA Easements. PRIVATE DRIVE INGRESS/EGRESS EASEMENTS THIS DEED FURTHER R'ITNESSF.TH, that in consideration of the premises and the stun of One Dollar (S1.00), cash in hand paid, receipt of which is hereby acknowledged, Rrookficld creates and establishes for ingress and egress and for the construction and maintenance of utilities in the locations as shown on the Plat, easements designated thereon as "20' Private Access Drive," for the use and benefit of the lot(s) served thereby. Each parcel subject to an casement for ingress and egress, as well as the easement itself, may hereinafter collectively be referred to as "Private Drive." 14anila Place shall serve Lots 19 through 2.5. inclusive, Section 7B, Snowden Bridge. Ramie Comer 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 Ramie Corner Association, pursuant to the terms and conditions of the Declaration. The construction, 12 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 12/31 2/22/23, 8:54 AM Sra CD O G'l k.n maintenance and repair of the easement areas shall not be the responsibility of the County or the Commonwealth of Virginia. Iliese easements shall include the irrevocable right. of each owner of a benefited lot, their successors, assigns, tenants, guests and invitees to have vehicular and pedestrian access, as necessary; to and from their respective lots over the respective Private Drive. Parking within the easements shall be subject to the terns and conditions of the Declaration, as the same may be amended and modified from tune to time. The easements may be modified by the Board of Directors of Ramie Comer 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. COMMON SHARED UTI LITY EASEIVIE, NTS THiS DEED FURTHER W iTNLSSi TII, that in consideration of the premises and the sum of One Dollar ($1.00) cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto Snowden Bridge Association the common and shared utility easements over those certain areas and in the locations shown on the Plat, identified as "5' C.S.E.," 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. 13 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 13/31 2/22/23, 8:54 AM Sra CONVEYANCE' OF OPEN SPACE, THUS DEED FURTHER WlTNESSETII, that in consideration of the premises and the sum of One Dollar (S1,00) cash in hand paid, receipt of which is hereby acknowledged; Brookfield grants and conveys with special warranty of title unto Snowden Bridge Association, Open Space Parcels 2 and 3, Section 7B, Snowden Bridge, containing 0.7566 acres, to have and to hold unto Ramic Corner Association, its successors and assigns. MISCELLANEOUS Headings made in this Deed are for convenience purposes only and are not. intended to affect the express tem-is herein set forth. This Deed is made in accordance with the statutes made and provided in such cases; writh the approval of the proper authorities of Frederick County, Virginia, as shown by the signatures affixed to the Plat, as applicable, and is with the free consent and in accordance with the desire of Brookfield, the owner and proprietor of the Property. Snowden Bridge Association and Ramie Corner Association shall execute this Deed for the purpose of accepting responsibility for all maintenance and other obligations assibmed to or assumed by Snowden Bridge Association and/or Ramie Corner 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 Brookfield. [remainder of page intentionally left blank] 14 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 14/31 2/22/23, 8:54 AM Sra G Ca WITNESS the following seals and signatures: --i BROO,KFIELD STEPHENSON VILLAGE, L.L.C. By: kimberly S. Mackmin Its: Vice President COMMON wE,llL-rI F VIIGINIA, CITY/COUNTY OF rv,tiy A to -wit: ll lt The foregoing instrument was acknowledged before me thisa�l day of 1 I �V 2015 by Kimberly S. Mackmin Vice President of BROOKFIELD STEPHENSON VILLAGE, L.L.C. My cormnission expires.__ Registration Number: Paula Lynn Johnson NOTARY PUBLIC Commonwealth of Virginla Reg.* 7391295 My Commission Expires Sept. 30, 2019 15 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 15/31 2/22/23. 8:54 AM Sra SNOWDEN BRIDGE COMMUNITY ASSOCIATION �'. 1�e By: .'cots Gookin Its: President C'.OMMONWEAL'11-1 OF V1RLUN1A, CITYiCOUN'TY Ol' boa✓ to-w7t: The foregoing instrument was acknowledged before me this 44day of Ty 2015 by 13eas44ob4e_ President of SNOWDEN BRIDGE COMMUNITY ASSOCLATION. i T ary is tt Q =Paula=30My commission expires: T.� ��" 1 . Kcgistration Ntunber: a RAM1F, CORNER. CONI?v1UNTTY ASSOCIATION By: Cott Gookin Its: President CO_ M.ONWEALTH VI ifN1A, CITY/COUNTY OF... -_ ✓&N- ; to -wit: The foregoing instrument was acknowledged before me t1tisa0 day ofPint— 2015 by I)e&p L 1,_.:...�i^ , President of RAMTF. CORNT;R COMMUNITY ASSOCIATION. sm'h 6acriv-, r__11N n L paw NOTrison ARY t UBLL 1 �) Commonwealth of Vvginia My commission expires. t _ Reg' # pires Sept.2019 MY �mmission Expires Se30, Registration Number: 16 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 16/31 2/22/23, 8:54 AM Sra O O W FREDE RICK COUNTY SANITATION AUTHORTTY By: Whad RtKu n Its: A�3sl9+an+- "j rl,-cr- bl fM%N STATE/ONWEALTH OF Ylr 1 Yl 1 Cii CITY/C UNT OF �(' to -wit: The foregoing instnunent was acknowledged before me this X day of D702Qtt20I5 by "IChQel Krygilyl . CCjj lr 1q"Frederick County Sanitation Authority. Notaryiubli, My commission expires: LN I I J ... Registration Number: TASHEMA LAVONNE LONG LR NOTARY PUBLIC .J a RE61 STRATION # 7265287 �y COMMONWEALTH OF VIRGIN[A MY COMMISSION EXPIRES _ AUGUST 31, 2017 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 17/31 2/22/23, 8:54 AM Sra ;, VIRGI IUD P RT OF TR4N PoRTATION DATE ERNEST . H RTH FREDERICK COUNTY SUBDIVISION ADMINISTRATOR ... DATE Lic.N/o.. 837 o9,�%%v GREENWAY ENGINEERING 151 Windy Hill Lane SUB I Fn ,?.ers Winchester, Vuginia 22602 - Stweyrs Telephone: (540) 662-4185 97FnR SHEET 1 OF 13 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com • SUB 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 18/31 2/22/23, 8:54 AM Sra SECTION 7B AREA TABULATlON: L07S (25) 5.2049 ACRES OPEN SPACE 0.7566 ACRES PUBLIC RIGHT-OF-WAY 1.0098 ACRES �] PRIVATE ACCESS DRIVE 0.2265 ACRES TOTAL SEC770N 7B Z 1978 ACRES c-n T.M. 44 A-292A 119.0704 ACRES AREA OF SEC770N 78 FROM 44 A-292A -2.1467 ACRES RESIDUE OF T.M. 44-A-2924 116.9237 ACRES T.M. 44-A-293 101.6970 ACRES AREA OF SECTION 7B FROM 44-A-293 -5.0511 ACRES RESIDUE OF T.M. 44 A-293 96.6459 ACRES SNOWDEN BRIDGE AREA _ TABULA77ON SECTION 1 21.8444 ACRES SECTION 2 21.4010 ACRES SECT70N 3 11.0618 ACRES SECTION 4 13.7710 ACRES SEC77ON 2 ADDITION 1.3469 ACRES SECT70N 5A Z 1544 ACRES SEC770N 6A 1.2552 ACRES SECTION 6B 8.2127 ACRES SECTION 5B 8.2963 ACRES SECTION 7A 19.4808 ACRES SECT70N 78 Z 1978 ACRES TOTAL 121.0223 ACRES LEGEND BRL = BUILDING RESTRICTION LINE C.S.E. = 5' COMMON SHARED UTILITY EASEMENT PER ZONING ORDINANCE ESMT. = EASEMENT ¢ = CENTERLINE EX = EXISTING R/W = RIGHT OF WAY S F. = SQUARE FEET O = PROPERTY CORNER INST. # = INSTRUMENT NUMBER WGLC = WASHINGTON GAS LIGHT COMPANY EASEMENT PROFFERS RECORDED AS /NST. II JOO 10674 1. PROFFERS ON FILE IN FREDERICK COUNTY, VA. AS REZONING APPLICATION f 06-03. NOTES 1. THE BOUNDARY INFORMA770N SHOWN HEREON /S BASED ON A METES & BOUNDS DESCRIPTION RECORDED AS INSTRUMENT No. 040021293 AND BOUNDARY LINE ADJUSTMENT PLATS RECORDED AS INSTRUMENT Nos. 070005227 AND 110007386, ALL /N THE FREDERICK COUNTY CIRCUIT COURT CLERK'S OFFICE. 2. NO 777LE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. J. THE PROPERTY SHOWN HEREON UES E V77RELY WTTH/N ZONE X, AREAS OF DETERMINED TO BE OUTSIDE THE 0.2Z ANNLAL CHANCE FLOODPLA/N, PER N.F.I.P. FLOOD INSURANCE RATE MAP NO. 51069CO250D, DATED SEPTEMBER 2, 2009. 4. ALL EASEMENTS SHOWN ON THIS PLAT, OTHER THAN THOSE LABELED AS EX/S77NG, ARE HEREBY GRANTED. 5. NORTHUMBERLAND DRIVE AND VALISE WAY ARE HEREBY DEDICATED FOR PUBLIC USE. 6. ALL SINGLE FAMILY LOTS ARE DESIGNATED AS TYPE 5 UNIT TYPES PER THE APPROVED SECTION 7 PLAN. 7. SEE SHEET 13 FOR SET84CK REQUIREMENTS. 8. SNOWDEN BRIDGE SEC77ON 7A IS RECORDED AS INSTRUMENT No. 140003652. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE LTH 0F� f SEC77ON 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA u ERNEST S. H RTH 9 Lic. N0. 837 SCALE. 1'=40' 1 DATE. OCTOBER 1, 2015 GREENWAY ENGINEERING, �►. 251. Windy Hill Lane�� UB�� Engineers Winchester, VtM4nia 22602 Surveyors Telephone. (540) 662-41,35 27608 SHEET 2 OF 13 FAX. (540) 722-9528 Founded in 1971 www.g,eenwayeng.com i SUB 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 19/31 2/22/23, 8:54 AM z SHEET LIST TABLE SHEET No. SHEET 77TLE 1 CORER 2 NOTES 3 INDEX 4 1 LO7S 21-19 5 LOTS 14-18 6 LOTS 26-30 7 1 LOTS 35-38 200 0 200 GRAPHIC SCALE (IN FEET) 8 LOTS 39-42 9 L07S 22-25 10 OPEN SPACE 2 11 TABLES 12 TABLES 13 SETBACKS FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE. 1 =200' 1 DATE: OCTOBER 1, 2015 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.• (540) 722-9528 Founded in 1971 www.greeriwayeng.com Sra -v CD CD C, No,�, ql- �s 6a OPEN SPACE PARCEL 5 OS = OPENSPACEPARCEL Lic. No(/1 837 1011- SURN 2760E SHEET 3 OF 1 SUB 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 20/31 2/22/23, 8:54 AM Sra 0 z W p LOT 16 LOT 23 I i I U erKc I I l i i 1 m LOT 19 O o I I'N 9886 S.F. nl ' 10.0' i I^ II 10.0' I IL--------- s' BRL ---I --------------- ° SECTION 7A 5' C.SE. > II I I S KT 2'4f' W 149.20' S' BRL I I LOT 13 I I �A� i jlm LOT20 �I 'o LOT 22 w �$ I N 10444 S.F. m o I I i ;—�I ,EX. WGLC BUT. �' g INST. 300 f Ofi74 5' BRL L -J I S 65'12'41 W 149.20' S' BRL I o p ' �m I o SECTION 7A N 3h I m� V LOT 12 wl ' L) 5: I I I C.S.E. I 5' BRL N 65'1 41' E 149.20'- i i� ztN O�^� o z SECTION 7A 4 � i LOT 7 LOT 8 LOT 9 Cl� 30' SEWER & WATER ) LINE ESMT. ' 20. D' j 30.0' - o N 65'1241' E 93.73' SEE SHEET 5 t\ 10.0' LOT 18 a t LA o 80.67' S 69'42M' W 10.0' EX. LOT 17 20' STORM DRAINAGE £SML f i 50' RA 40 0 40 DUTCHMAN COURT INST. 114000.3651 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7B �ALTH oFyr � STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA ES a U ~ Lic. Na 1 37 /� �13 SUItv�'� SCALE 1 "=40' DATE.- OCTOBER 1, 2015 GREENWAY ENGINEERING, INC.l9 151 Windy Hill Lane Engineers Winchester, Vrbdnia 22602 Surveyors Telephone: (540) 662-418.5 1 27608 SHEET 4 OF 13 F,4X (.540) 722-9528 Founded in 1971 www.grecnwayeng.com ISUB 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 21 /31 2/22/23, 8:54 AM Sra EX WGLC i it 11-1 iOPEN SPACE SEE SHEET 9 1 + ESA�T /' PARCEL 3 0 1 INST. ,16• W 135.86 GRID MER1014 o �3001067 N_ 16-00 _ �1 VA NORTH ZONE NAD83 co r r`' gRL LOT 18 8756 S.F 1 20' STORM DRAINAGE ESMT\ �\ N 1 t'49,45-W-129.o n r o N \ BRL N \ 10 1v A. - LOT C 19 -� LOT 17 ^'oi z C� t� \' \ 8280 S.F. 10.0' I N t0 f0.0' \�5'JRLH OP3629' W 11739 - 0 �^o _--__ --- I r N. i r 5r 5' HRL I I v LOT 16 8066 S.F. /� 1090 + I 5' C.SE. 20'GE ESQ5� i5 BRL N OX23'13' If 12224' j o DS�N1t1400p36 0 rT----------, o , w ItJ q I 5 BRL SECTION 7A ^ m LOT 15 1 LOT 13 44"Np 8251 S.F. �I A=2262' N I ml r I of �0 � BRL N 00'S0 54' £ 1?232 NI N � 1 ro 1 Im ! j� LOT 14 �I 8977 S.F. ml I ti I 5'rC.S.E. EX. WGLC I -- — — -- Lam' BR(_ ESMT. I INST. I F40003652 BLACKFORD DRIVE _ 58' R/W jSIGHT DISTANCE ES�fT. JI I! Ul J A=7.04" 0 STORM 40 O 4 DRAINAGE ESMT FINAL SUBDIVISION PLAT ' SNOWDEN BRIDGE ALTx 0 SECTION 7B C� STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY VIRGINIA u N T S. H R y SCALE- 1 =40' DATE. OCTOBER 1, 2015 Lic. No. 837 GREENWAY ENGINEERING, INC. e. 15.1 Windy Hill Lane SUR Engineers Winchester, Vuginia 22602 St�e1wrs Telephone: (540) 662-4185 FAX: (540) 722-9528 2760B SHEET 5 OF 13 Founded in 1971 www.gre.-nwayeng.com SUB 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 22/31 2/22/23, 8:54 AM Sra GRID yER/D, VA NORT �NE II Nv4o83 SEE SHEET 7 LOT 37 0�— - - I ` � LOT 38 o_---_-_ _ � N 1255'S4 W 141.68'r 5' BRL r l � I m L0T 26 C6 h 1 jN 9874 S.F. mr ^' LOT 34 I 1� 5' C.S£ I I ' I S 09'0620' E 128.93' — 5' BRLJr _ o-- 0Szo,i I� — — — — — — 5' BRL m I Io 10.0" sk LOT 27 � l j ' j LOT 33 v 9095 S.F. m l� 1 I ! I ' h� Ua S L646�E 121.52' 5' BRL _ r ` ` EX. 20' STORM I I I g DRAINAGE ESK INST.140003652 LOT 28 J 1 1 8445 S.F. o SEC770N 7A J 10.0' LOT 32 ' ! o Ls_ol_34'To- 118,yrg' 1 rF � -- 5�~'BRy ! LOT 29 CZ ro I f 8002 S.F. m 3 w ' LOT 31 1 L ^ N o 59 q0 10 —�� / LOT 30 /N 9400 S.F. 4 d OPEN SPACE \ _ PAfPCEL 4 / r °=� oARM�o N Jzs s6: E o �_ 1 !ice " R/W ,rVsr US�'_ CO06' C7 o ' 40 0086-5- URT GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B T� STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA ERNEST S. Lic. No 1837 5 jj gQ SCALE.- 1 =40DATE: OCTOBER 1, 2015 GREENWAY ENGINEERING, mc. 151 Windy Fill Lane F.'rca�ineers Winchester, Virginia 22602 Surveyor Telephone: (540) 662-4185 1 2760E SHEET 6 OF 13 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.cam I SUB 13-06 _ https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 23/31 2/22/23, 8:54 AM Sra SECTION 7A LOT 43 1 EX. WGLC ESMT INSr ,)1 / 130010674 i LOT 42 J I l l ' - - ---- ; 25.0' -n Z ��4�04 y �� SECTION 7A p ,1.t� ,S} LOT 58 I p s�.�. STORM +r! V �"rop - �� + CD ' yDRA/NA E ESMT� �S� c�6Sd\` 25.0' �I �I x LOT 41 W � o a� 1' LOT 40 t w m� 5' GS E.• LOT 39 I i 7.D6; STORM DRAINAGE ESMT W S $ 44.501 N 7X59 44' E L10/ 5' C.S.E. ` I 70 �ip7 `�� o_ 1 I� I LOTW �I m 8947 S.F. L — ---- 5' BRL I +y 0 h� s� c� SECTION 74 LOT 34 EX. 20 STORM DRAINAGE ESMT. INST. 000J652 g g I LOT 37 %I 1-rj 1 m 7779 SF `� I �I i- ----- — — -- I `o FS 73'S9'44' W 117.93' S' BRL] ? LOT 26 ,z I W LOT 36 I` jm 8640 SF. IN I --- c+ Js N 73'59 44' £ 39 17' C 15F ° ~ NORTHUMBERLAND J67' DRIVE. _ _ _40 0 4c 128 17' VARIABLE WIDTH RIW 7X5944' W 124.9 J 5 BR I� �I g I� LOT 36 8006 S.F. i o,l L __----- 5' BRL .J o Lw i 73'S9W4 121.42T 5' BRL I �I FINAL SUBDIVISION PLAT ' SNOWDEN BRIDGE ALTH OF y SE-070N 7B 2 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, IVIRGINIA u RNEST 0 0R Lic. No. 1837 e SCALE. 1 640' 1 DATE: OCTOBER 1, 2015 GREENWAY ENGINEERING, w. 151 WindylliQLane SUIt��'� Engineers Wnchesrer, 1�irginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 2760E SHEET 7 OF 13 Founded in 1971 www.greenwayeng.com i SUB 13-09 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 24/31 2/22/23, 8:54 AM Sra ` EX. STORM I SECRON 7A DRAINAGE ESMT. LOT 43 INST. /ffff14D003652 co y 4_ E 13� r - 5' BRL EX. WGLC ` A=7.41 ''•°� '��� �O� s a I INST. I ti I 130010674 1 I o m j LOT 42 a �� i 12410 S.F. ryjl � I I I _ 0 25.0LOT 35 5' BRL ^I I 15 BRL N 73'59 44" E f20.00 LOT41 ml 8400 S.F. o f \ `* o g' Q ' w Z i t LOT 36 W 5 BRL ----J �' a Q z o 15 BRL N 73'59'44 E f20.00 I m Cs I'h LOT 40 g $ N 8400 S.F. LOT 37 Ni I U) C L---- 5' BRL --- J r' BRL N 73'59 44" E 120.0071- I I ;w 90T39 �i $ LOT38 LrjIA obi I I O 10' BRL — — — — -j JJ o-' C 1S 00'16qE NORTHUMBERLAND 40 0 40 58•00' DRIVEGRAPHIC SCALE /N FEET T 9 VARIABLE WIDTH R/W FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 78 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, ERNEST S. TH y SCALE: 1 "=40' 1 DATE.- OCTOBER 1, 2015 Lic. No 1837 GREENWAY ENGINEERING,151 Windy Hill Lane LNG rq�/o i��04 Engineers lVinchester, Virginia 22602 su Satrveyorr Telephone: (540) 662-4185 PAX, (540) 722-9528 2760B SHEET 8 OF 13 Founded in 1971 www.greenwaytng.com I SUB 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 25/31 2/22/23, 8:54 AM Sra SEE HET 8 LOT J9 7 '� 3 LOT 38 o wr CD t4jGJ _—_ C3 RESIDUE OF T.Y. 44-A-293 ' ' h -- � BROOKRaD STEPHENSON KLLAGE, L.L.C. INST / 110007387 0 450,NoRr DUMBER N ZONE. R4, USE. VACANT '� N 73•Sg 44 • 83 6�` _ RIVE 5' C.SE. h £ 12� 17' VAR/ BLE W�� C13 N 7.1'59' 4,f 128.,1.7�'r 8..63' 16.75' T ' — — — 3479' �Tt- c: -�.y 54 �a EX.vWGLC `—SIGHT ,j r 3 I ESMT DISTANCE ESMT + I ` �' I INST./ I `I)i q0 0 5' C.S.E. w 11JO010674 ,�1 1 20 STORM w' I LOT 25 0� l `" \'1 DRAINAGE ESMT. ml 10143 S.F. 19-311 ` N � 19PEN SPACES �' � N a ' '� , 1 11PARCEL 3 �n RI 5' BRL .-1 7118 SF. 3 �� 1'a 4o LOT 18-00 �u ^- 20. 5729'03 o 0 w\ -- �5'L N BRm\ 1 ` l L Ln \ ` \ LOT24 \\ c' �\ `.'� \— 1c, "v1 8340 S.F. \ �,, � 20' STORM \p o � `�t\ DRAINAGE ESMT. ORL �120.04\ N 44551b 11 w �, Wiz• N o RL 1 i %89 N 69'42 58' E 19.20' o I LOT 23 �{ , I LOT 19 0 o z o I x 8554 S.F. m 1 0 cd N m o 1 JO' SEWER & _5, BRL_ _ _ — N WATER LINE ESMT --_BRL _ (N 65'12'41' f 120.00' S I 30.0' I�1I,EX. WGLC u� I� 5' C.S.F.W I ✓INS F. 1 LOT 22 CC--j $ + U I 1 130010674 \ 7705 S.F. NI I i LOT 20 o I 20 PRIMATE 51'08 22' A \ 5' BRL _ _ _ _ _ _ 1 ACCESS ESMT. i 511022' 21o -- -- o I i N 65'12'41' E 1 a3. ' 40 0 40 SEE SHEET 10 JQ I GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE A-,TH SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA u ERN ST S. WORTH SCALE.- 1 "=40' I DATE.- OCTOBER 1, 2015 Lic. N . 1837 GREENWAY ENGINEERING, INC. t 1���� 151 Windy Hill Lane SURv Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 2760E SHEET 9 OF 13 Founded in 1971 www.greenwayeng.com .SUR 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 26/31 2/22/23, 8:54 AM Sra SEE SHEET 9 LOT 23 oW � oo�p LOT22 g m �t I LOT 19 -� o I Co I w EX. WGLC II ESMT. 94 I I INST. 3 S 5110622' E--- 21.81' N 65'12'41' E 110.32' 42,OY 20' WATER LINE ESMT. � hh OPEN SPACE PARCEL 2 25840 S.F. L3 5.0, 30' SEWER & / WATER LINE ESMT 5' C.S E. c` 1 40 0 40 LOT U. 20' STORM DR,4 5' C.S.E. N 65'1241 ' E 7173' i I1 0010674 I COT 20 I I� IL `* 0 IQI LOT 21 21 , 20.0' � I SEVION 7A N I LOT 7 IZ � 30.0' I I EX. DUTCHMAN _ COURT _ - - 50' R/W INST. 114000J651 I.OT 52 5.1 SECTION 58 LOT 51 LOT 50 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE p,LTH 0 D SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA u ERNEST S. H R SCALE: 1'=40'1 DATE.OCTOBER 1, 2015 Lic. N . 1 37 GREENWAY ENGINEERING, imp. t / 151 Windy Z-Till 1 ane sull'q Engineers Winchester, Vagina 22602 Sicrveyws Telephone: (540) 662-4185 FAX: (540) 722-9525 2760B SHEET 10 OF 13 Founded in 1971 www.greenwayerig.com I SUB 13-06 U https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 27/31 2/22/23, 8:54 AM Sra CURVE RADIUS ARC DELTA TANGENT BEARING CHORD Cl 1000.00' 363.70' 20'50'19" 183 88' N 84 24 54' E 361.70' C2 200.00' 69.61' 19'56 33' 35.16' S 06'02'00' E 69,26' C3 200.00' 107.76` 30'5220' 55.22' N 343724' W 106.47' C4 200.00' 88.21' 25'16'14' 44.83' N 3725'26' W 87.50' C5 19.50, 35.96' 105'39 23' 25.72' S 51'49 55" W 31.08' C6 325.00' 100.42' 1742'14' 50.61' N 84'1131 " W 100.02' C7 155.00' 56.76` 20'5851' 28.70' N 03'02'30' W 56.44' C8 19.00, 29.05' 8735;37' 18.22' N 51'14 46' E 26.30' C9 19.00, M.02' 91732'15 19.18' N 3749'12' W 27.00' C10 229.00' 24.10' 6'0150' 12.06' N 04'26'00' E 24.09' C11 15.00' 21.66' 82'43'03' 13.21' S 73'2548'E 19.82' C12 56.00' 99.80' 102'06'39' 69.29' S 8X0736' £ 87.11' C13 306.00' 83.99' 15'43'33' 42.26' S 66'07'57' W 83.72' C14 364.00' 101.82' 16'01;19' 51.25' N 65'5655' E 101.49, C15 1029.00' 377.99' 21'0249 191.15' N 84'31'09' E 375.87' C15A 1029.00' 54.94' 3'03:14' 27.46' S 8629'14" £ 54.94' C158 1029.00' 63.80' 3'33'09' Jul, S 89'47 J5' E 63.79' C15C 1029.00' 66.63' 3'4236' 33.33' N 86'3432' E 66.62' C15D 1029.00' 68.72' 3'4,9 34' 34..37' N 82'4827' E 68.70' C15E 1029.00' 68.72' 3'49'34' 34.37' N 78'58'53' E 68.70' C15F 1029 00' S5.18 3'04 22' 27.60' N 75'31'55' E 55.18' C16 19.50' M.63' 900000" 19.50' S 6100'16" E 27.58' C17 175.00' 4584' 15'00 29' 23.05' S 06'30'01' E 4571 ' C18 19.50' 30.63' 90,0000" 19.50` S 28'5944' W 27.56' C19 225.00' 92.72` 23'3843' 47.03` S 04'1154' E 92.07' C20 671.00' 87.70' 729'18' 43.91' S 86'4958' E 87.63` C20A 671.00' 63.54' 525'33' 31.79' S 85 48'05" E 63.52' C20B 671.00' 24.16' 2'0345' 12.08' S 89'3244' E 24.15' C21 971.00' 261.45' 15'25:39" 131.52' N 81'4234' E 260.66' C21A 971.00' 47.62' 2'4836" 2.. 82' N 88'0105' E 47.62' C210 971.00' 71.54' 4'13'16' 35.78' N 84'30'09' E 71.52' C21C 971.00' 71.54' 4'13'16" 35.78' N 80'16'53' E 71.52' C21D 971.00' 70.76' 4'10 Jl ' 35.39' N 76'04 59' £ 70.74' C22 210.00' 113.71' 31'0126 58.29' N 34'32 51 ' W 112.32' C22A 210.00' 67.73' 18'2849' 34.16' N 28'16'32' W 67.44' C22B 210.00' 45.97' 12'32 J7' 23.08` 1 N 43'47'15' W 45.88' C23 190.00, 83.8D' 25'16'14' 42,59' N 372526' W 83.12' C23A 190.00, 16.51' 45848" 8.26' N 4734'10' W 16.51' C23B 190.00, 67.29' 20'17'26' 34.00' N 34'56'03' W 66.94' C24 190.00' 101.82' 30'42'16" 52.16' N 34'4226" W 100.61' C25 210.00' 9262' 25'16'14' 47.08' N 372526' W 91.87' C254 210.00' 47.49` 1 12'5721' 23.84 N 4334'53' W 47.38' C25B Paw- 45.14' 1 12'1853' 1 22.66' 1 N 30-56`46' W 45.05' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE �Q.LTH pF`j+P SEC77ON 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA NET WORTH � LIC. N 1837 I l,�l�/✓ SCALE N/A I WE OCTOBER 1, 2015 GREENWAY ENGINEERING, Him 151 Windyllilllane Engineers Wbichester, Vrginia 22602 Surveyors Telephone: (540) 662-4185 d $UR' 2760E SHEET 11 OF 13 FAX- (S40) 722-9528 Founded in 1971 mvw.greenwayeng.com I SUB 13-06 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 28/31 2/22/23, 8:54 AM Sra LINE TABLE LINE BEARING DISTANCE L 1 S 32'29'02' E 24.60' L2 S 23' 14 24' E 28.65' L3 N 65'12 33" E 10.57' L4 S 244727' £ 20.00' L5 S 65'1233' W 10.57' L6 N 3715'09" W 157.08' L7 N 46'36'14' W 24.78' L8 N 62'50 21 ' E 116.66' L9 N 61'00'16' W 37.56' L 10 N 5150'43" E 40,70' L l 1 S 30'36 58' E 37.09' L12 S 3T49'13"E 36.91' L 13 N 83'54 43" W 124.69' L 14 N 71'0153" E 42.30� FINAL SUBDIVISION PLAT SNOWDEN BRIDGE N 0 r SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA c� SCALE, N/A I DATE: OCTOBER 1, 2015 Ljc. No 1837 GREENWAY ENGINEERING, INC. 157 Windy Hill Lune SUR'q Engineers Winchester, Viginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 27606 SHEET 12 OF 13 Founded in 1971 www.greenwayeng.romI SUB 13-06 Ij https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 29/31 2/22/23, 8:54 AM Sra SETBACK REQUIREMENTS THE TABLE BELOW REIZECTS THE SVWK REOU/REMENIS LISTED UNDER 'MINIMUM DESIGN STANDARDS' AS SHOWN ON SHEET No. 3 OF THE APPROVED SUBDMSION DESIGN PLAN FOR SNOWDEN BRIDGE SECTION 7. HOUSING UNIT TYPE 5 HOUSING NAME MODIFIED SINGLE FAMILY SMALL LOT MIN FRONT YARD SETBACK FROM R/W OR PRIVATE 20' STREET TO DWELLING MIN. REAR YARD 15, SETBACK TO DWELLING MIN. SETBACK 10' (0' FOR THE ATTACHED OPTION) LI BETWEEN DWELLINGG UNITS MIN. SIDE YARD SE7B4CK ON INTERIOR LOT LINE SIDE/ COMBINED TOTAL SIDE YARD 5110110' (0' FOR ZERO LOT LINE SETBACK/CORNER LOT (OR SIDE WITH A COMBINED TOTAL OF 10) FND UNIT TOWNHOUSE) SIDE YARD MIN. SETBACK TO GARAGE 20%15' FROM STREET/ALLEY MIN. SETBACK FROM GARAGE 70 INTERIOR LOT LINE SIDE 5110' (0' ZERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT TOWNHOUSE) SIDE YARD DECK MIN. SETBACK 70 INTERIOR LOT LINE SIDE 5110' (0' ZERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT TOWNHOUSE) SIDE YARD DECK MIN SE7HACK REAR YARD/REAR YARD 10/3' ABUTTING OPEN SPACE FRONT PORCHES, STOOPS, AND STEPS MAY EXTEND 12' INTO FRONT YARD SETBACK FINAL SUBDIVISION PLAT SNOWDEN BRIDGE TH p�,y SECTION 78 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGIN/A u N ST S. SCALE.• N/A I DATE: OCTOBER 1, 2015 Lic. N 1837 GREENWAY ENGINEERING, INC. r9 �o�✓� o� 151 Mndy lli11 Lane v�'t I Engineers 1Vincheszer, Virginia 22602 SUR SuTve'Ors Teleplzone: (540) 662-418.5 FAX: (540) 722-9528 2760B SHEET 13 OF lLf Founded in 1971 www.greenwayeng.com i ci za 1 i—n;F https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 30/31 2/22/23. 8:54 AM Sra Gr7 O CO CO __j I I Ku 1 INIIA: f k. DLRICK. CotiN 1 Y.SC-1. This instrument of writing was produced to me on (z-q-1 S at //'S4/ /9. and with certificate ackr:Cwledgement thereto arnexed was admitted to record. Tax imposed by Sec. 58.1-802 of $, and 58.1-801 have been paid, if assessable. ' 41"�/Y��/ Io�� ,Clerk https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 31 /31 Snowden Bridge Section 7A 2/22/23, 8:53 AM Sra 14000:3652 CD 0 DEED OF DEDICATION, SUBDIVISION. EASEMENT AND CONVEYANCE THIS DEED OF DEDICATION, SUBDIVISION, EASEMENT AND CONVEYANCE is made this A- day of May, 2014, by and between BROOKFIELD STEPHENSON VILLAGE, L.L.C., a Virginia limited liability company, its successors and assigns ("Brookfield"), party of the first part, and the COUNTY OF FREDERICK, VIRGINIA (the "County"), the FREDERICK COUNTY SANITATION AUTHORITY, a body corporate and politic ("FCSA"), SNOWDEN BRIDGE COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Snowden Bridge Association"), and RAMIE CORNER COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Ramie Comer Association"), parties of the second part. WITNESSETH WHEREAS, Brookfield is the owner of the property known as Tax Map Nos. 44-A-292A and 44-A-293, by Instrument No. 040021293 and by Boundary Line Adjustments at Instrument Document prepared without the benefit of title examination by: Thomas Moore Lawson, Esquire P. O. Box 2740 Winchester, VA 22604 Tax Map Nos. 44-A-292A, 44-A-293 Consideration: $1.00 Return to: Thomas Moon Lawson, Esquire P. O. Box 2740 Winchester, VA 22604 Grantees' Address: County ofFtederick, Virginia 107 N. Kent Street Winchester, VA 22601 Frederick County Sanitation Authority P.O. Box 1977 Winchester, VA 22604 Snowden Bridge Community Association 3201 Jermantown Road, Suite 150 Fairfax, VA 22030 Ramic Comer Community Association 3201 lemtantown Road, Suite 150 Fairfax, VA 22030 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 1 /51 2/22/23, 8:53 AM Sra 0 V co Nos. 070005227 and 110007386, located in Stonewall Magisterial District, Frederick County, Virginia and recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia (the "Property"); and WIIEREAS, it is the desire and intent of Brookfield 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 dated July 16, 2013, entitled "Final Subdivision Plat Snowden Bridge Section 7A" and prepared by Greenway I�ngineering, certified land surveyors, (the "Plat") which is attached hereto as and incorporated herein by reference as "Exhibit A"; and WIIERI;AS, it is the desire and intent of Brookfield to grant and convey unto the County, and unto FCSA, the casements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield to grant and convey unto Snowden Bridge Association and Ramie Corner Association, the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield 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; and WHEREAS, it is the desire and intent of Brookfield to convey a portion of the Property unto Snowden Bridge Association and Ramie Corner Association; and WHEREAS, the Property is, or will be, subject to the terms and conditions of the Declaration for Snowden Bridge, a declaration for a property owners association formed pursuant to the Virginia nonstock corporation act and recorded in the aforesaid Clerk's Office as - Instrument No. 070018836, and the Declaration for Ramie Comer, a declaration for a property 2 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 2/51 2/22/23, 8:53 AM Sra O O owners association formed pursuant to the Virginia nonstoek corporation act and recorded in the aforesaid Clerk's Office as Instrument No. 120006743 (collectively the "Declaration"). 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, Brookfield hereby subdivides that portion of the Property containing 16,6502 acres into lots and parcels to be known as Lots I through 13, inclusive, Lots 31 through 34, inclusive, Lots 43 through 67, inclusive and Open Space Parcels 1, 4 and 5, Section 7A, Snowden Bridge in accordance with the Plat which is expressly incorporated herein and made a part of this Deed. STREET DEDICATION TINS DFED FURTHER WITNF..SSETII, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield dedicates unto the County the 2.7778 acres for public street purposes as so designated on the Plat. This dedication is made in accordance with the statutes made and provided therefore. EMERGENCY INGRESS AND EGRESS EASEMENTS THIS DEED FURTHER WITNESSETI-I, that in consideration of the promises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto the County, its successors and assigns, an easement for ingress and egress, for construction and maintenance of utilities, for County and other emergency 3 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 3/51 2/22/23, 8:53 AM Sra CZ) C:) C.rt O vehicles, and for. the purpose of performing any governmental functions which the County may find necessary or desirable to perform, including, but not limited to, police and fire protection, over and across all public and/or private access easements, and ingress and egress easements, as shown on the Plat. Notwithstanding the foregoing, in the event any of such public and/or private access casements, and/or ingress and egress easements are hereafter adjusted, relocated; reconfigured, or otherwise altered, these easements stall automatically be adjusted so that no portion of the Property which ceases either to be a public or private access easement, or ingress and egress easement, shall be subject to these easements. STORM DRAINAGE EASEMENTS THIS DEED FURTHER WITNBSSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto the County, its successors and assigns, several twenty foot (20') storm sewer easements, a fifteen foot (15') storm sewer easement and a storm sewer casement, identified on the Plat as "20' Storm Sewer Esmt.," "15' Storm Sewer Esmt.," and "Storm Sewer Fsmt." which shall be easements for the purposes of constructing, operating, maintaining, adding to, altering or replacing present or future stormwater management facilities, storm drainage lines, storm sewer lines, or other drainage structure, including building connection lines, plus all necessary inlet structures, manholes, and appurtenances for the collection of stormwater and their transmission through and across said Property of Brookfield, said casements being more particularly bounded and described on the Plat. The foregoing easements are subject to the following conditions where applicable: https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 4/51 2/22/23, 8:53 AM Sra O G c. n 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. 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 casements; 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 casements, but shall not include the replacement of structures, trees, or other facilities located within the easements. 4. The County shall have the right to demolish all paving, curbing, and/or guttering in the easements being conveyed, deemed by it to interfere with the proper and efficient construction, installation, operation, and maintenance of said stormwater drainage lines and appurtenant facilities; provided, however, that the County, at its own expense, shall restore all https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 5/51 2/22/23, 8:53 AM Sra O O c- n rV non -interfering paving, curbing, and/or guttering which are disturbed in any manner by the construction, operation, and maintenance of said stormwater drainage lines and appurtenant facilities. 5. Brookfield 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 Brookfield shall not erect any building or other structure, excepting a fence, on the casements without obtaining the prior written approval of the County. 6. The individual lot owners and/or Snowden Bridge Association shall be responsible for maintenance of storm drainage casements 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. SANITARY SEWER AND WATER LINE EASEMENTS THIS DEED FURTIiER 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, Brookfield grants and conveys unto FCSA, its successors and assigns, several twenty foot (20') sanitary sewer casements, a ten and a half foot (10.5') water easement, a water easement and a thirty foot (301) water and sanitary sewer easement, identified on the Plat as "20' Sanitary Sewer Esmt.," "10.5' Water Esmt.," "Water Esmt.," and "30' Water & Sanitary Sewer Esmt." (collectively the "FCSA Easements"). The FCSA Easements are for the purposes of constructing, operating, maintaining, adding to, altering or replacing present or future water 6 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 6/51 2/22/23, 8:53 AM Sra O Cn W mains and sanitary sewer lines, including, but not limited to, fire hydrants, valves, meters, building service connections and connection lines, sanitary lateral lines, manholes and other appurtenant facilities for the transmission and distribution of water and the collection of sanitary sewage and its transmission through, upon, and across the Property. Said easements are more particularly bounded and described on the Plat, and include FCSA's right to go on, over and upon said FCSA Easements for the aforesaid purposes. The foregoing FCSA Easements granted to the FCSA are subject to the following rights and conditions: 1. All water mains and sanitary sewer lines and appurtenant facilities which are installed in the FCSA Easements shall be and remain the property of FCSA, its successors and assigns. 2. FCSA and its agents shall have full and free use of said FCSA Easements for the purposes named herein, and shall have all rights and privileges reasonably necessary to the exercise of the Easements. In the event FCSA is unable reasonably to exercise the right of ingress and egress over the Easements, FCSA shall have the right of ingress and egress over the land of the CirantorBrookfield adjacent to such Easements in order to access the Easements; provided, however, that this right to use such adjoining land shall be exercised only during periods of actual construction or maintenance, and further, this right shall not be construed to allow FCSA to erect any building, structure or facilities on such adjoining land. 3. FCSA shall have the right to trim, cut and remove trees, shrubbery, fences, structures or other obstructions or facilities in or new the FCSA Easements being conveyed deemed by FCSA to interfere with the proper and efficient construction, operation and 7 https://risweb.vacourts.gov/jsra/sra/#/search/record Search 7/51 2/22/23, 8:53 AM Sra CD C:) Cn maintenance of said water mains and sewer lines and appurtenant facilities; provided, however, that FCSA, at its own expense, shall restore, as nearly as possible, to their original condition all land or premises included within or adjoining said FCSA Easements which are disturbed in any manner by the construction, operation and maintenance of said water mains and sewer lines and appurtenant facilities. Such restoration shall include the backfilling of trenches and the re- seeding of lams or pasture areas, but shall not include the replacement of structures, trees and other facilities located within the area of the FCSA Easements. 4. Brookfield shall retain the right to use the Property which is subject to the FCSA Easements conveyed herein in any manner that shall not be inconsistent with the rights herein conveyed to FCSA and that shall not injure or interfere with the use and enjoyment of said rights by FCSA; provided, however, that no building, structure or fence shall be erected over or on the FCSA Easements without obtaining the prior written approval of FCSA. Brookfield's right of use shall also include the ability of Brookfield to convey easements to other utilities as shown on the Plat, provided that no other utility shall be granted the right to use (nor shall use) any part of the area within the FCSA Easements for any purpose that will conflict with FCSA's use thereof, and further provided that any such utilities shall he installed in a manner which shall not be inconsistent with the rights herein conveyed to FCSA nor injure or interfere with the use and enjoyment of the aforementioned rights of FCSA. Other than as shown on the Plat, no other utility or party shall be permitted to install any underground facilities or change existing ground elevation or be granted the right to use (nor shall use) any part of the area within the FCSA Easements for any purpose or in any manner provided that such use will not be in conflict with, injurious to, or interfere with the FCSA's use E https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 8/51 2/22/23, 8:53 AM Sra 0 C=) Cn Cn of the Easements for the purposes for which such FCSA Easements are granted herein. In the event a use of any area within the FCSA Easements is approved by FCSA, but requires the relocation and/or the adjustment of the depth of the FCSA's water mains, sewer lines and/or appurtenant facilities, all costs required to accomplish such relocation or adjustment shall be paid by Grantor/Brookficld. 5. At such time as any portion of the area(s) within the FCSA Easements is accepted by the Commonwealth of Virginia or any appropriate agency thereof for maintenance into the state highway system, all easement rights acquired by the FCSA by this instrument in such area(s) shall cease and terminate, provided that the Commonwealth of Virginia or any appropriate agency thereof concurrently grants to the FCSA all necessary permits or easements for the continued operation, maintenance, inspection, repair and replacement of its water mains, sewer lines and appurtenant facilities in said location 6. Brookfield covenants that it is seized of and has the right to convey said FCSA F,asements and related rights and privileges, that the FCSA shall have quiet and peaceable possession, use and enjoyment of the Easements and related rights and privileges, and that Grantor/Brookfield shall execute such further assurances thereof as may be required. PRIVATE DRIVE INGRESS/EGRESS EASEMENTS TIIIS I)FED FURTIiER WITNL'SSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield creates and establishes for ingress and egress and for the construction and maintenance of utilities in the locations as shown on the plat, easements designated thereon as 9 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 9/51 2/22/23, 8:53 AM Sra O O CJl Q� "20' Private Access Drive," 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 "Private Drive" which shall serve lots 48 and 49, Section 7A, Snowden Bridge. Ramie Comer 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 Ramie Corner 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 of Virginia 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 Drive. 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 Ramie Corner 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. COMMON SHARED UTILITY EASEMENTS THIS DEED FURTHER WITINESSETH, that in consideration of the premises and the sum of One Dollar ($1.00) cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto Snowden Bridge Association the common and shared utility IE https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 10/51 2/22/23, 8:53 AM Sra O Q Ln -J easements over those certain areas and in the locations shown on the Plat, identified as "5' C.S.E.," 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. WETLAND BUFFER EASEMENT TIES DIED 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, Brookfield grants and conveys unto Snowden Bridge Association a wetland buffer easement (the "Wetland Buffer") over those certain areas and in those locations shown on the Plat, identified as "Wetlands Mitigation Buffer Easement" and "100' Wetlands intermittent Ravine Channel Buffer" in compliance with wetlands permit No. 2006-7418 granted to Brookfield by the Department of the Army, Corps of Engineers on September 7, 2007 (the "Wetlands Permit"). The Wetland Buffer must remain undisturbed and must be maintained, monitored and inspected until September 2017 as required by the Wetlands Permits, SIGHT DISTANCE EASEMENT 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, Brookfield grants and conveys unto Snowden Rridge Association a sight distance casement over that certain area and in the location shown on the Plat, identified as "Sight Distance Esmt.," in accordance with the terms and conditions of the Declaration. https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 11 /51 2/22/23, 8:53 AM Sra 0 0 r.n CONVEYANCE OF OPEN SPACE m 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, Brookfield grants and conveys with special warranty of title unto Snowden Bridge Association, Open Space Parcels 1 and 5, Section 7A, Snowden Bridge, containing 345,786 square feet, to have and to hold unto Snowden Bridge Association, its successors and assigns. Brookfield further grants to Snowden Bridge Association a twenty-five foot (25') road efficiency buffer identified on the Plat as "25' Road Efficiency Buffer" for the purposes of landscaping and maintenance within Open Space Parcels 1 and 5 and being more particularly bounded and described on the Plat. Brookfield further grants and conveys with special warranty of title unto Ramie Corner Association, Open Space Parcel 4, Section 7A, Snowden Bridge, containing 5,563 square feet, to have and to hold unto Ramie Comer Association, its successors and assigns. MISCELLANEOUS Headings made 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, as applicable, and is with the free consent and in accordance with the desire of Brookfield, the owner and proprietor of the Property. Snowden Bridge Association and Ramie Comer Association shall execute this Deed for the purpose of accepting responsibility for all maintenance and other obligations assigned to or assumed by Snowden Bridge Association and/or Ramie Corner Association under this Deed. 12 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 12/51 2/22/23. 8:53 AM Sra O C) cn 1-0 The undersigned wan -ants 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 Brookfield. WITNESS the following seals and signatures: BROOKFIELD STEPHENSON VILLAGE, L.L.C. By: Brookfield Winchester, LLC, its sole member By: Brookfield WashingtM LLC, its sole member By: Kimberly S. Maekmin Its: Vice President COMMONWEALTH gF VIRGINIA, CITY/COUNTY 01 . to -wet: The foregoing instrument was acknowledged before me this 1 — day of May, 2014 by Kimberly S. Mackmin, Vice President of BROOKFIELD STEPHENSON VILLAGE, L.L.C. o blic My commission expires: • 30 � '� � NN �O •,, Registration Number: 15�oNw y� i Z * iREG.I r+o+pe ow�waaan 13 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 13/51 2/22/23, 8:53 AM Sra SNOWDEN BRIDGE COMMUNITY ASSOCIATION - z� By: Scott D. Gookin Its: President COMMONWEALTH OF VIRGINIA, CITY/COUNTY OF .fi-q.( , to -wit: t The foregoing instrument was acknowledged before me this 14 day of May, 2014 by Scott D. Gookin of SNOWDEN BRIDGE COMMUNITY ASSOCIATION. My commission expires: • �C aC Registration Number: I? RAMIE CORNER COMMUNITY ASSOCIATION By: Scott D. Gookin Its: President COMMONWEALTH OF VI G1NIA, CITY/COUNTY OF Fa to -wit: The foregoing instrument was acknowledged before me this 14 day of May, 2014 by Scott D. Gookin, President of RAMIE CORNER COMMUNITY ASSOCIATION. ..uuui�q N tart' to is My commission expires: S. - * ovweswv Registration Number: yq, • _� V, 14 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 14/51 2/22/23, 8:53 AM Sra ! "' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE o STONEWALL MAGlS7FRG4L DISTRICT, FREDERICK COUNTY, WRGINIA JULY 16, 2013 merry Old CAarks Town Rood ne o� Ro c� o A VICMM MAP SITE 1" = 2000' OWNER'S CERTIFICATE THE ABOVE AND FOREGOING SUBDIVISION, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. ALL LOT CORNER A40N ON W/LL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING Dl CE S T70 1 —30 BY COMMONW A LAND SURVEYOR LICENSED IN THE Vl 1A. 0 Abb1'•. COMMONWEALTH OF IN/A^�tyjfj}j.0J.". CITY / OU OFTO WIT.. THE FOREGOING OWNERS CER77RCA7E WAS ACKNOWLEDGED = �0 x, BEFORE ME THIS. 5 DAY pF �j.� �'' o BY � l r,(ia�d I �i`lGt I cr'I \E l c.e, �'� s d .n•f-. '•.,� � � • ' ���.; MY COMMISSION EXPIRES Selo, 2Ci 20 REGISTRATION No. 7-6l !o ( 0 (o NOTARY PUBLIC SURVEYORS CERTIFICATE I HEREBY CER17FY THAT THE LAND CONTAINED IN THIS SUBDIVISION IS A PORTION OF THE LAIVD 2004 ASINS7RUMENT No. 0400211293HAND OBY DEED D47ED JUL 28, DATED2011 AS I STRUMS T No. 110007367 AND BY BOUNDARY LINE ADJUSTMENTS RECORDED AS INSTRUMENT Nos. 07OW5227 AND 110007386, ALL OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT CLERKS OFFICE.A CONSTRUCTION BOND IS TO BE POSTED FOR LOT CORNER MONUMENT477ON OF THIS SUBDMSION. I FURTHER CER77FY THAT SHOULD MY SERVICES BE RETAINED FOR THE PURPOSE OF SETTING LOT CORNER MONUMENTS S41D MONUMENTS WILL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING ORDINANCE SEC77ON 144-30. ee- S. HOLZWOSRR L.S. 57E]°H£NSON VILLAGE, L.LC. T.M. 44 A-293 118.1076 ACRES ZONE.. R4 USE' VACANT 57EPHENSON VILLAGE; L.L.C. T.M. 44 A-292A 122.1406 ACRES ZONE- R4 USE: VACANT GREENWAY ENGINEERING 151 Windy Hill Zane Winchester, Vul,•fnia 22602 Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.gneenwayeng.com Lic. N6. 1837 w- SURI .. https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 15/51 2/22/23, 8:53 AM Sra LOTS (42) 8.5843 ACRES OPEN SPACE 8.0659 ACRES PUBLIC RIGHT-OF-WAY 2.7778 ACRES PRIVATE ACCESS DRIVE 0.0528 ACRES TOTAL SECTION 7A 19.4806 ACRES T.M. 44 A-2924 122.1406 ACRES AREA OF SEC77ON 7A FROM 44-A-2924 -3.0702 ACRES RESIDUE OF T.M. 44-A-292A 119.0704 ACRES T.M. 44-A-293 11& 1076 ACRES AREA OF SEC77ON 7A FROM 44-A-293 -16.4106 ACRES RESIDUE OF T.M. 44-A-293 101.6970 ACRES SNOWDEN BRIDGE AREA TABULATION SECTION 1 21.8444 ACRES SECTION 2 21.4010 ACRES SEC77ON 3 11.0618 ACRES SEC77ON 4 13.7710 ACRES SEC77ON 2 ADDITION i.3469 ACRES SEC77ON 5A 7.1544 ACRES SEC77ON 6A 1.2552 ACRES SEC77ON 68 8.2127 ACRES SECTION 58 8.2963 ACRES SECTION 7A 19.4808 ACRES TOTAL I13.8245 ACRES BRL = BUILDING RESTRIC770N LINE C.S.E. = 5' COMMON SHARED U77UTY EASEMENT PER ZONING ORDINANCE ESMT. = EASEMENT = CENTERLINE EX. = EXIS77NG R/W = RIGHT OF WAY S F. = SOUARE FEET O = PROPERTY CORNER INSTI = INSTRUMENT NUMBER PROFFERS 1. PROFFERS ON FILE /N FREDERICK COUNTY, VA AS REZONING APPLIC477ON f 06-03. NOTES I. THE BOUNDARY INFORMA77ON SHOWN HEREON IS S4SED ON A METES & BOUNDS DESCRIP77ON RECORDED AS INSTRUMENT No. 040021293 AND BOUNDARY LINE ADJUSTMENT PLATS RECORDED AS INSTRUMENT Nos 070005227 AND 110007386, ALL IN TH£ fREDERICK COUNTY CIRCUIT COURT CLERKS OFFICE. 2. NO TALE REPORT fVRN1SHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. 3 THE PROPERTY SHOWN HEREON UES ENTIRELY WITHIN ZONE X, AREAS OF DETERMINED TO N£ OUTSIDE THE 0.2X ANNUAL CHANCE fZOOOPLA/N, PER N.F.LP. FLOOD INSURANCE RATE MAP NO. 51069CO250D, DATED SEPTEMBER 2, 2009. 4. ALL EASEMENTS SHOWN ON THIS PLAT, OTHER THAN THOSE LABELED AS EXISTING, ARE HEREBY GRANTED. 5. NORTHUMBERLAND DRIVE, FARMHOUSE COURT AND BLACKFORD DRIVE ARE HEREBY DEDICATED FOR PUBLIC USE. 6. ALL SINGLE FAMILY LOTS ARE DESIGNATED AS TYPE 5 UNIT TYPES PER THE APPROVED SECTION 7 PLAN. 7. SEE SHEET 36 FOR SE7$4CK REOU/REMENTS. FINAL SUBDIVISION PLAT" SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, V/RGINIA S. Lic. N . 1 37 �� SCALE 1 "=40' DATE-.- JULY 16, 2013 GREENWAY ENGINEERING, w- Engineers I e. 4 Trugbda 22602 Surveyors Telephone; (540) 662-4I85 FAX (540) 722-9528 Founded in 1971 www.8neenwq)wW com 27608 SHEET 2 OF 36 Clio 17 _ nc 0 C rn N https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 16/51 2/22/23, 8:53 AM v ,I Sra U= 41 35 36 � 40 � y� C5 39 2:"(- —7 38 s -" -w FUTURE SECTIUi * SN£ET LIST TABLE SWT ! srgT 7M.E 1 COWR 2 1 N07ES 3 Nwx 4 L075 J-2 5 L07S 3-B 6 107S 7-12 7 07S 12-13 8 LOTS 66-67 9 LOPS 62-65 JO L075 58-61 11 L07S 54-57 72 LO7S 49-53 13 L075 47-48 14 L075 43-46 15 L075 J --3f 16 L07S 31-32 17 OPEN SPACE 5 1 i8 OPEN SPACE 5 2 19 OPEN SPACE 5 3 0 ''a '' • Ol ® , ', A a ;a Lao� 0 •a ,a Q v4� %J OPEN SPACE v PARCEL 5 26 27 v R Lar m 7= 28 29 _ 30 do 25 24 R 23 1 19 �+ 1v 22 i 2LOT t9 0 � LOTB 0 21 LOT,2 LOT5 J � � Q s � LOT4 � C LOTS £X. DUTCHMAN COURT E.Y. ALAMO PLACE 200 0 200 GRAPHIC SCALl_' !N FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC 77ON 7A 3 f vry CALL- -40' 7tKlAL DISTRICT, FREDERICK COUNTY, 17IRGINIA tUO-.ST��I�Lm SCALE' 1 =40' L34TF JULY 16, 2013 Li14 o. 1837 GREENWAY ENGINEERING, 151 Windy Hill Lane Engineers Winchester Vagina 22602 S`UIt Su^e)°ts Telephone. (540) 662-4185 Founded in 1971 FAX (540) 722-9528 27608 SHEET 3 L www.greenwayeng.com -- , � „� https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 17/51 2/22/23, 8:53 AM SEE SHEETS 8 & 17 OPEN SPACE PARCEL 1 28052 S.F. OPEN SPACE PARCEL 5 72992 AC. b WL z 8 eI3 LOT 2' 1 LOT I j$ "� o h �g 10443 S.F. I„ 8464 S.F. I Ilx rlll I � 1 zl l l I N 1 o`o L_..20'M J L_ 20'9RL _J �x 65.Wl 1 m00' o s 65.1?'41' w Ix.OP£N W 1 ACE PARCEL 0 I EX. ALAM0 PLACE SEC. 5e 40 0 40 40' PRIWE ACCESS DRME 6 — � GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE ��'tiT� 0 SECWN 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA u ERNEST S. H Llc. No. 1837 SCALE:1'=40DATE: JULY 16, 2013 EERING, GREENWAY ENG�INft L Sun rs Wb-hmm, Ti»gi d, �2 �"O SUItV�• Telephone (540) 662-4185 F,4X (540) M-91W Founded in 1971 1VIVW.g)gp'IIyQ qp//{ 27608 SHEET 4 OF 36 c/ /a , � ne https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 18/51 2/22/23, 8:53 AM Sra SEE SHEET 7 ` \ � \1 O FUTURE SECTION 7B 4k LOT 14 r \\ LOT O \`o 9029 IF / / OPEN E 7r•?9T�`-`o\ CE 1 I LOT 5 I 679 IF ;�I il 41 Cr I 1) 1 c4 _OT4 1496 S.F. FI N LOT 2 5_BRL_ J x o '41' E 1 f6�G0' LOT 3 8 '076 S.F. _-- 10 - BRLJ 1' E 1I&W' -- o PLACE 0 40 GWIAC SCALE AIN FFET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA _ SCALE. 1 -40' DATE: JULY 16, 2013 GREENWAY ENGINEERING, in. I51 Windy HiU Lane Engineers Winchester, Klrginia 22602 Surveyors Telephone: (S40) 662-4185 FAX (540) 722-9528 Founded in 1971 K%w_greenwayeng.com Lic. https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 19/51 2/22/23, 8:53 AM Sra FUTURE SECTION 7B N 24'47'19' W 120.00' Iq )Pip � o r---- --� o 250' 1 `f0' BRc Im LOT7I 7620 IF �I � �I I I J _N 24'47'19' W 12�t00' ' _I � 0 -- -- o FUTURE S£CRON 7B E r------5rBRL— LOT 21 LOr 20 0 8 LOTS 8 2 U ; IN 6720IF. I _ Jll 2447_19 i2aw' — I — n I I E- $ LOo O go N 24.47'19' W A, h � 9a o - y� I —N 24'47'19' W 120.Q0_ — 3'B1PL--- oto 6720 IF � 19 � V LOT 12 �1 � ' A r' 11529 S.F. I I o --___I i �� LOT 19 r — — — — — 1 LOT11 1 (N 7543 IF � I 1 0 1 " I---?O—j 1 0 3Qb1Z— N 24'47'19' W _~o��, BLACKFORD DRIVE T ig N 24.4 9 Ww 1,iIAr 0 29.00' yzgp' N 2447'19' W 0 0----0 61.00' 5G0o' 0 4.T— 0 40 LOT 3 SEE SHEET 5 LOT 5 GRAPHIC SCALE (1N FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA u ERN TH 5: SCALE- 1 =40' I DATE. JULY 16, 2013 Llc. 0. 1 37 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane SUR'� Engineers Winchester, Vug&da 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 27606 SHEET 6 OF 36 Founded in 1971 www.gmenwayeng.com olho . z_nc N-1 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 20/51 2/22/23, 8:53 AM Sra FUTURE SEC7701v 7B LOT 21 LOT 20 LOT 19 f LOT 17 N 2447'19' w % 1� I 01 1-----15' BRL ----- 7 1 1,1 I LOT 16 I-w — o I 1 •4ij ; FUTURE SEC77ON 78 I� =1 f 1 �� LOT 15 f/ w 1 o. 0 jam' C5 LOT 14 _ �o\N 2447'19' W �� _Llp7 131.82' o \ o h 0iy CN -•Q•T ..��- /+tom ��� c6��` coo L07 50 \. LOT 6 % \ 4. SEE SHEET 5 `9 N���� 1b� � o \ �o r \ 40 0 40 GRAPHIC SG4LE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A SIONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA ci �.140LZM1(f SCALE.' 1=40DATE JULY 16, 2013 Lic. No. 1 37 GREENNIAY ENGINEERING, 151 Windy HiU L we Engineers WmMester, Virginia 22602 SORV Swveyors Telephone.• (540) 662-4185 FAX.- (540) 722-9528 27608 SHEET 7 G Founded in 1971 www.greenwayeng.com Ciro 1 z nc https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 21 /51 2/22/23, 8:53 AM Sra W-Lim Of EV SPACE PAf7OM 4 556LT SF. 81.46� r. f -- �2t, FUTURE SECTION 78 LOT 30 l M -o� W z � / SEE SHEET 9 \ OPEN SPACE PARCH 5 \ 7.2942 AC LOT 65 � LOT 66 \ .'o � \fig 9672 S.F. \\ \ Oe,rG \\� \ 08 vs Pa O 1 � �. a j% LOT 67 R 9303 S.F. I w o� o I 1 $ _ a„ jig I I N I-- 5' — —I S JY04' E 12bl00' o 82 w x k; OPEN SPACE O PARCEL 5 x o 7.2942 AC. x o N 85'3143 W 7Z45' ' C66 Aa7�5o NORTHUMBERLAND DRIVE VARIABLE NW7H R/Iv •� sq o C 1 �S AjrJ5,17' E o�-- 0 0 i0 94 bip' ix I SEE SHEET 5 40 0 40 GRAPHIC SCALE (lN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL UAGISTERIAL DISTRICT, FREDERICK COUNTY, Ii1RGlNIA SCALE 1 =40' WE JULY 16 2013 GREENWAY ENGINEERING, mc. l5 r Windy Hill Lane Engineers Winchester, Virginia 22602 S e�° s Telephone: (540) 662-4185 FAX (540) 722-9528 FrnindM in 1971 www.smenwayeng.com Lic. N6. 1637 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 22/51 2/22/23, 8:53 AM Sra •� SEE SHEET 10 \ r` GOT 61 p OPEN SPACE ,% �Us PARCEL. 5 7.2942 AC. ` > Se \ LOT 62\\ COT 32 � 250 \No9416 SE _ \ 1 o�N1 1 LOT W 1 a 909 SF "31 m LOT ,51 *� IN x I 1 31'14'40 E 12L104�_—O 5� 2 r i in i — — — — 73;W ; o PAMM 4 1 LOT 64 j a OPSV 90AGLE ,? C+" I 9670 S F. V �I 5563 sF LOT 65 9671 S.F. `.sa. \moo. j •�' OPEN SPACE 40 0 40 LOT 66 C.) PARS 5 SHEET 7.2942 AC GRAPHIC SCALE (IN FEET) SEE 8`o FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, �/RGINM U NES S. H ty SCALE.1 '=40' DATE- JULY 16, 2013 Lic. No. 1837 GREENWAY ENGINEERING, mc. 151 Windy HW Lane sURv'�' EnginWu eers wh&Off,, Vuginia 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 1 2760B SHEET 9 OF 36 Founded in 1971 www.greenwayeng.com Uin I z_nc https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 23/51 2/22/23, 8:53 AM Sra GYWD MERDAN o SEE SHEET 11 VA MOR& IONS. 44061 A � o 11 �y ' LOT 57 4 LOT 35 o • N 1 0 1 250' ' LOT S$ I 2S0' 1 I 1. 9184 SF. ^j o 0. I �' �. I'a-------5BM- 3 0 0 ' I LOT 4P 8461 If. 1 l clay w) �'f I --- o on I —_----- 5— r o moo RE $ 1 I LOT 60 1 W 8698 S.F ai :+ o LOT M KS 8400 SF. y o�` SQL I �o N rr old 00'� W E1aGb�--/o 1 LOT 62 1 SEE SET 9 40 1 0 40 GRAPHIC SO4LE (IN FED) FINAL SUEDIOS/ON PLAT SNO MEN BRIDGE SECTM 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, wRG/NIA U s 1H SG f. 1-40' a47r.• JULY 16, 2013 Lic. No. 1837 GREENWAY ENGINEERING, imc. 151 Windy Hill Lane S ow Winchester, 1-uginia 22602 SUR Telephone: (540) 662-4185 FAX (540) 722-9528 27608 SHEET 10 OF 36 Founded in 1971 www.greenwayeng.com I Ciro I rvnc https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 24/51 2/22/23, 8:53 AM Sra LOT 46 i eI LOT 45 3 + I -i- ox ti h LOT 44 V LOT 43 25 0' 1 26.0' SEE SHEET 12 I LOT 5J N 436430' E 120.00'to 0 + y + LOT 54 IoN 84W SF. I I I ^------ 5, BL-- I h r- N 4334W' E 120.00 I I� 1 Oil LOT 55 j I 9271 SF. I + � 0 + � 0N 2 + `^ = + \ LOT 56 z \.a 8400 S.F. \ z 120-00 is 0� N 2\ q `t \ 0-- \ LOT 57 \\ ? Q ► \ 9210 S.F �0 _ A .� \ 5 -aP i �, \ # / C8 LOT 58 0 0 SEE SHEET 10 GRAPHIC SCAL.£ (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE �LTg °may SEC 77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, 14RGINIA SCALE.• 1 =40' 1 DATE.• JULY 16, 2013 Lic. No. 1 37 GREENWAY ENGINEERING, E eers 151 Windy Hill Lane ' Winchester, Virginia 22602 5� Telephone: (540) 662-4185 FAX (540) 722-9528 1 2760B SHEET 11 OF :i Founded in 1971 www.greenwayeng.com vin TZ n5 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 25/51 2/22/23, 8:53 AM Sra LOT 48 SEE SHEET 13 \ war ' N 1 , 2r3g't8, E t ta4�0 ale m N OL o ZO' PRIVATE 11 8780 TIF ACCESS DRNE 1 0 0� \ ���_ 5, c� ems, _,�, �\ 0 \ \ OPEN SPACE M 4PARCEL 5 '• m I a� N q;03'S� S 2374'37` DW z � L m 7294z AC 4Q5O' ` NO \ LOT 30 8493 IF \ 0 N 66'451U* W 1 5' BRA 1d 13' 1 — — byb .0 M jT3�35 ill.7151 i y j LOTS! I N �o 0-0 4 8828SF. C1 25.0' y 25.0' Ia m L-^---- 5--m--- 1 C __ O � r - LOT 47 13 U I N 4432 qp' � I I g LOT S2I 8' l� 8409 S.F. ,, ! x I N 44'32 Z?' E 12�Q25 i LOT 46 ° 0� 61 0 I lid LOT M I,, 3 IIR 8362 IF w� f9 40 0 ! 40 1_-- x x N 4334W- E 12aw' 0 GRAPHIC SCALE IN FEET SEF SHEET 11 LOT 54 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE'�'Tg SEcnON 7A _ STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA c� SCALE.- 1 "=40' DATE. JULY 16, 2013 Lic. 0. 1837 GREENWAY ENGINEERING, me. el, /� 151 Windy Hill Lane SUR Engineers Wincitester, Voginia 22602 Surr e1 °� Telephone: (540) 662-4185 PAX (540) 722-9528 27608 SHEET 12 C Founded in 1971 www.greenwayeng.com https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 26/51 2/22/23, 8:53 AM Sra .Jim , v / SEE SHEET 21 'z ° ° 3g18 N� \ v, p�oJ S2 �— g'BRL LOT 49 c� �• 20' PRIME \ 0 8000 SF. ACCESS DRIVE 1 o \ 2 "' mt gRL —moo r - j4 OPEN SPACE moo/ N PARCEL 5 LOT 49 Z2942 AC. $ im 0 o \. FARMHOUSE Z`o\ CT Cal 0 LOT 50 "S o x S 1 �? ° C �P� S 36.E 40' w 9_7.34', Cl ��' LOT 51 r °fo'' g� I c,�0 ry I a oN'gt LOT47 I� 9JJ6 SF. I �` I ti 1s_BRL_ LOT 52 ° S 44:32?2' 201W .01D' o x LOT 46 I 1 -40 0 40 SEE SHEET 14 ! I GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERAL DISTRICT, FREDER/CK COUNTY, wIRGINIA SCALE.1'=40' DATE ✓ULY 16 2013 GREENWAY ENGINEERING, imc. 151 Windy HUI Lane Engineers Winchester, Vdginia 22602 Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com Ljc. Duo. 1837 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 27/51 2/22/23, 8:53 AM Sra L;w y SEE SHEET 13 /) LOT 47 ' o S 44'3222* W 120.00' r— o �o� ; Im Ap�, ~$ I ^ LOT 46 �N 1 8405 S F. I ,P�p� L 5' -J �I Zt I I ~$ I LOT 45 �A 8450 SF. _ IZ M17— I S 44'321Y' W 121.10' _ I ti ml LOT 44 6812 SF. 1 I I ' o LOT 5,� ^\ 3 !I52 A'$ LOT 54 ZZ i� h Fk, 1 1 2210' 250' -----J .11 1 1 r S ,79 b 41' W 120.00 I 1 CA 1 1 °D \1 LOT 43 11 ' 1 12612 SF. \ 0 1 \ E 1 \ FUTURE SECTION 78 LOT 42 40 l 0 40 SEE SHEET 15 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1''=40' DATE: JULY 16 2013 GREENWAY ENGINEERING, imp. 157 Windy Hill Lane S=e,r Winchester, Virginia 22602 Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.gr>eenwayeng.com LOT 55 LOT 56 Lic. Mo. 1837 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 28/51 2/22/23, 8:53 AM Sra FUTURE SECTION 7B SEE SHEET 14 LOT 42 L07 41 GRID MER00 - .- VA NORTH ZONE NAD83V 14 11& •1� vxl,ls RIW 0 _ FUTURE SEC77ON 78 11 LOT 35 LOT 36 \ : 15 45 N m 250' 1 LOT 37 • W 1 �� ij N t7 o I of LOT 34I LOT 26 � ^ 111 9S F. ( 1 � I I S 05'3B'Ot5_t: 119 05_ 1 0 h I �q I w I LOT 3 1 I 9525 S.F. 1 LOT 27 I c E 12D 63' I LOT 32 h SEE SH 25.0' EET i3 LOT 58 1 1 I «, H � VfV LOT 59 C9 09 1 O V1 1 ,- �1 LOT 60 o 1 40 0 40 16 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE- 1'-40' DATE.• JULY 16, 2013 GREENWAY ENGINEERING, mc. ISI Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. N6, 11337 O 0 —J c.n https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 29/51 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE- 1'-40' DATE.• JULY 16, 2013 GREENWAY ENGINEERING, mc. ISI Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. N6, 11337 O 0 —J c.n https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 29/51 2/22/23, 8:53 AM Sra fir GRID MERID14N SEE SHEET 15 H VA NOR& ZONE &o83 LOT 34 t • E 119.050 4 ° N g I LOT 33 cS 3 141 9525 S.F. LOT 27 NI `►�o C~ I ; s 5e' E � — — h IP4 I o ° —_ — -- I + 3 ig c� furURE sEcroN 76 1 1 LOT ..2 SF. Iw 9008 ° LOT 18 g I i ti ►`�`+ h — S a05358' E 120.18' I o I 5' BRL — — — — — — — I NO Ow � C 8 LOT X 8652 SF. �� I LOT 29 lk S 0053'S8' E f04.OZ' O H CFEV SPACE , ?gyp, LOT 63 � MOS.F. Lor3c ;Z \ °i /� . ~ �O` C8 Cl`O� LOT 64 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A JIUNLWALL MA 1,YQKG4L L)I577?ICT, FREDERICK COUNTY, �IRGINIA cQ ERNEWS. SCALE. 1 =40' DATE' JULY 16, 2013 Lic. N0. 1 37 GREENWAY ENGINEERING, mo. e. � 151 Windy Ml I Lane � S�Brtrveyots Wmchester, Virginia 22602 Telephone: (540) 662-4.185 FAX: (540) 722-9528 2760E SHEET 16 G Founded in 1971 www.greenwayeng.com 1 cl to 0 Ad https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 30/51 2/22/23, 8:53 AM Sra SEE SHEET 18 a s �a �s f, n LOT 64 / N OPEN SPACE e.PARCH 5 �o 7n42 AC. / LOT 65 � LOT 66 r .o \ J J H \5 4 LOT 67 3 w '6k �w CO U• �` 1029, i \ _ H o o � D so o So NORM E� 1W ---- o-e--........... GRAPHIC SCALE /N FEET SEE SHEET 4 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE., 1"=50' DATE DULY 16, 2013 Lic. o. 1837 GREENWAY ENGINEERING, mr- t�/i.� I* 151 dy dull Lane SURv�O S " WiWinnchester, Vt gi„ia 22602 � Telephone. (540) 662-4185 FAX. (540) 722-9528 1 2760E SHEET 17 OF 36 Fou/uted in 1971 www.greenwayeng.com I ro rm — — https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 31 /51 2/22/23, 8:53 AM Sra 1 W SEE SHEET 19 rn N RIIOH�708E�NAW -- -- - A w LOT 0 � LOT 84 Ih Co ��ti Ua LOT ai' v c,, S PARCEL 5 7.2942 AC ---iiBLVD. n ar. j u/mm" ARABLE WD7H " FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL UAGISTERW DISTRICT, FREDERICK COUNTY, VIRGINIA t� ST S. iH � SCALE.- 1 650' DATE JULY 16, 2013 Lic. N t 37 GREENWAY ENGINEERING, utc. 151 Windy Hill Lane U R Engineers Wmchesrer, Virginia 22602 UR S�°rs Telephone; (540) 662-4185 FAX (540) 722-9528 2760B SHEET 18 OF 36 Founded in 1971 www.greenwayeng.com SUB 13-05 d Cd v 00 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 32/51 2/22/23, 8:53 AM LOT 54 • i 4 . IV h LOT m LOT 58 8 j1rr CA Cm LOT O *'+ I /o z. LOT 39 LOT 80 LOT w Sra SU SHEET 20 1 50.0' I- S51*MrEl f86.44' 1 50.0' -�D � I � O O ch c ti M1 t OO -y pi V N Rim o c, —tiz I Ion, Q � V ti OPEN SPACE PARCEL 5 ' 7.2942 AC. \ A=157w, 100' WETLANDS R=50.00' INIERUMENT R WNE CHANNEL BUFFER y 1�] Goo MERIDIAN Iw77 VA HOPZONE P� z ao v N i � � 1 N Z lg O so 0 50 SEE SHEET 18 CWH/C SC4LE (IN FEET) FINAL SUBDIWSION PLAT SNOWDEN BRIDGE SECTM 7A SluntwALL Ad4GISTERML DISTRICT, FREDERICK COUNTY, WRGIN/A SCALE- J =50' 7 04TE.• JULY 16 20IJ GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone. (540) 662-4785 FAX: (540) 722-9528 Founded in 1971 wwwgneenwayeng_co- Lic. Ko. 1 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 33/51 2/22/23, 8:53 AM Sra SEE SHEET 21 / I / GRID MZON ENADS VA NORTH, o e LOT 48 r ' 1 10 of r LOT S g moo, soo' � r Lori �y OPEN SPACE LOTa7 PARCEL 5 / c, 7.2942 AC. °o4 LOT503 4 � y yi ��A LOT S4 /t�� 41��/�' ( / 50 0 50 Cl/ ME SHEET 19 I CWHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC7M 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, YIRGINIA S. TH SCALE 1 "=50' DATE.• JULY 16, 2013 Llc. NO. 1 37 GREENWAY ENGINEERING, mm l 151 Wtndy Hill Lane Engineers Wnc1�w, Virginia 22602 SUR Surveyors Telephone: (.V5 ) 662-4185 I Founded in 1971 FAX (540) 722-9528 1 2760E SHEET 20 OF 36 www.greenwayeng.com SUB IJ-05 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 34/51 2/22/23, 8:53 AM Sra �RtD MER �N ' � G ��• " VA NOR11i 36 '� 4 �/ j4F�uu��Sp°� ell to � j OPEN SPACE Jvo, P FKX LAC W m 4 E /A LOT 4B o ' ) LOT, 10 y O g Gy' Lora �! SEE SHEET 20 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC710N 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, V/RGINM SCALE: 1 "=50' 1 DATE,- JULY 16 2013 GREENWAY ENGINEERING, iMc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX- (540) 722-9528 Founded in 1971 www.greenwayeng.com 'T 0 W �? 1 0 50 0 50 GR4PHIC SCALE (1N FEET) .T$ Lic. Wo. 1837 719/ra https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 35/51 2/22/23, 8:53 AM Sra ID ON NA 083 VA NORTH CA \'V 14 a �� LOr45 735) /' / 50 0 50 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, �IRGINIA SCALE.• l'=50' 1 DATE- JULY 16, 201J GREENWAY ENGINEERING, me. I51 WindyHiULane s W-chest- Vwp— 22602 �° Telephone: (540) 662-4.785 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.eom ,TH Lic. No. 1.837 I https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 36/51 2/22/23, 8:53 AM Sra GRID VA IdORTMMZON ��g3 5 0 / QV LOT 4f 50' RAO T��� ��`'� \ \ 0� LOT 43 A=157.0 R=50.00' FUTURE SECTION 70 LOT 42 i 50 — 0 50 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERAL DISTRICT, FREDERICK COUNTY, 19RGlNG4 SCALE.• 1 =50' DATE.• JULY 16, 2013 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 S �° s Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com !NEST S.-HQ4MDT Lic. No 1937 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 37/51 2/22/23, 8:53 AM Sra SEE SHEET 26 LOT 67 \, SIGHT DISTANCE =11.72' ESMT. 1� 0 20' STORM A' A;��� SEWER ester. ,.��, v 4 N / LOTS Nil LOTS o�---- o I EN SPACE 'AFXXL 1 L29 —eg 20' SANITARY SEWER EW.. I N. y I 1 r r w 50 crvwH1G 5G1LE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE 14am . SW77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE 1'=50' 1 DATE.• JULY 16 20IJ GREENWAY ENGINEERING, mc. 151 Windy Hill Lone Suteyo s Winchester, Vugima 22602 Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 38/51 2/22/23, 8:53 AM t � LOT 18 COT fT , 1 ' LOT 19 i LOT 20 v ' LOT 21 1 D.0' �5' C.SE i ,I LOT7 LOTS i ° -- ^-- -r STONEWALL SCALE. 1' Founded in 1971 EX. DUTCHMAN COURT Sra r• O C m \ U1 50 0 + 50 -- r- GR4PHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECWN 7A IAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA -50' DATE JULY 16 2013 GREENWAY ENGINEERING, ime. 151 Windy Ifill Lane Engineers Winchester, Vwgin ia 22602 Sn'eyors Telephone: (540) 662-4185 FAX: (540) 722-9528 www.greenwayeng.com TA Lic. No. 1 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 39/51 2/22/23, 8:53 AM Sra BUFFER. EASEM,ENT / ° EY 20' SANITARY",/ INST. ;i070004495 \� N, 4j LOT 64 OPEN DACE 1 � / N PARCELS I � � � � 4- 29.98" 20' SANITARY I / SEWER ESMT. LOT B5 10.0' �� �� ' / o J ` H2510�L5� ° 20' SANITARY1Q0' SEWER ESMT.tI mf , +a ' LOT 66 j ' 44Cn , � t ► AQ �5' C.S.E d' LOT67 1 ,w STORM SEWE74 � S/GHTA_NCE_o r f r ESMT A=10.67 ESUT I ' I L2s I 11.51' �_ 1 NORTHU�BER 50 0 50 � ~ '"�rH ,� D DRnrE SEE SHEET 24 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE ALTH °Fy SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY ORGINIA S. WOR SCALE: 1 =50' DATE.• JULY 16, 2013 Lic. o. 1 37 GREENWAY ENGINEERING, 151 Windy Hill Lane 7/� $� Engineers Winchester, Yaginia 22602 WREN 12m Telephone: (540) 662-4185 FAX (540) 722-9528 2760B SHEET 26 OF 36 Founded in 1971 www.greenwa)wng.com 4WIR f ;_ns https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 40/51 2/22/23, 8:53 AM Sra I t SEE SHEET 28 GMD MERIDIAN VA NORTH ZONE MMJ LOT4 0 1 EX. 20' SAN MT 1" 1SEWER i fo v� ��— - INST ,�'070004495�1 ' l 5 C.SE. LOT BO 111 1' e OPEN SPACE I ffr 1 o -- o PARCEL 5 1 ! 1 I I�r LOT M I 1 I � I 1 � I I l I OT 62 i 1 1 1 1 1 1 1 1 1 1 � r 0 1 ' 1 WETLANDS 1 1 1 # UMCATION BUFFER EASEMENT LOT 69 15, STORY\ \ SEWER ESMT. 7 5' LOT B4 Ex 20' SANITARY - SEWER ESMT INST. 4070004495 /M/I7GATIBUFF ON ER . / W p ''SEE SHEET 26 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERAL DISTRICT, FREDERICK COUNTY, VIRGINU SCALE.• l =50' DATE. JULY 16 2013 GREENWAY ENGINEERING, iv. S's 151 Windy Ku Lane Winchester Yuginia 22602 ��O WinTelephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 WWW.greenwayeng.co►n 5D 0 50 GRAPHIC SCALE (IN FEET) 06; Lic. N 37 ,e ;��� �" �.,�`. 5 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 41 /51 2/22/23, 8:53 AM Sra �5' C.S E. ` LOT 55 LOT 56 LOT Ij La, o STONEWALL SCALE.- 1 Founded in 1971 LOT6 5' C.S.E. SEE SHEET 29 / ' GRIO M3 VA NORTH XOWENADB, LOT 54 !! / / o � i ! I l PEN SPACE PARCEL 5 D( 20' SANITARY I i SEWER ESMT I 1 INST. %070004495 LOT W SEE SHEET 27 FINAL SUBDIVISION PLAT SNOWDEN BR/DOE SEC77ON 7A REDERICK COUNTY, VI DATE.• JULY 16. 2013 GREENWAY ENGINEERING, mc. 151 Windy HiU Lane SWinchester, Yuginia 22602 Telephone: (540) 662-4185 FAX (540) 772-9528 www.greenwayeng.com I 1 ' 1 � i I 50 0 50 G&VHIC SCALE (IN PEST) Lic. https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 42/51 2/22/23, 8:53 AM _ Sra r L 17 , T —t SEE SHEET 30 r 1 b ` o 0 / 30' WATER do I r LOT 4B ' 1� SANITARY SEWER ESMT. `--1 �--- 20' PRIVATE ACCESS DRIVE r•-11 Ir r' I � �2`� 1 1 W�Qo. G N y co I r- r 1 j LOT 49 5' C.S.E. 1 1 OPEN SPACE k PARCEL 5 1 1 1 LOr m ' 1 5' C.S.E. t � o 1 I, f Lorsr 1 1 11 I '1 t 1 1 5 1 I ' LOT 47 �� 0 I 1 i Ea ?0' SANITARY SEWER ESMT 5' C.S.E. .� I �0 i INST. tV70004495 O 4 / �0 ' LOT 57 1�' 1 I �� 1 ►'1 LOT 46 _ 1 o ' �0 IN r / I � 1 J ' LOT a9 � , 1 � ' I ' I LOT 59 �o �I SCALE. 1 Founded in 1971 SEE SHEET 28 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A DISTRICT; FREDERICK COUNTY, VIRGINIA JULY 16. 2013 GREENWAY ENGINEERING, Wc. 151 Windy Hill lane Somas Winchester, Vbginio 22602 Telephone: (540) 662-4185 FAX.- (540) 722-9528 www.greenwayeng.com 1 1 0 50 0 50 GRAPHIC SCALE (IN FEET) E+LTH OF` Lic.yNo. 11 37 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 43/51 2/22/23, 8:53 AM Sra EX. 20' SANITARY SEWER ESMT I I I BUT j4070004495 �. cam„ i.'.:.' ::'-�'. • " �P� o vc `��a. I�V� \ WETLANDS MITIGATION 4? q011 o� /M' WA SANITARY ES C.' \ R EASEMENT. :: b o 20' SANITARY ! ' 1 �9.i.' \ �• •,'. :.'. : . :..\ SEWER ESMT. / � J �.. • � �'..': •'.'. ..L� j' � 1.10' o 10.0' 2209' J i ! 6 58' � _� �\ \\ U 20' SWITARY � SEWER ESMT � 7 INST.1070004495 LOT 48 \ \\ 1 ' 20' PRIWE Mr. SEWER , ACCESS DRIVE \\ OPEN SPACE 1 \ PARCEL 5 01 SEWER ESMT 20' STORM 15.0 LOT 49 10.0' 2.000 1 1. r 7.5' .,��k-5' C.S.E. A=54.99' A=14.45' y� FARMHOUSE COURT SE£ SHEET 91 50' R/W SCALE 1 Founded in 1971 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A L DISTRICT. FREDE \ SEE SHEET 29 LOT 50 50 0 50 GRAPHIC SCALE (IN FEET) :K COUNTY, V7RGINIAI Cyr JULY 16. 2013 It Lic. GREENWAY ENGINEERING, mc. 151 Windy HiU lane E= Winchester, Vagina 22602 Telephone_ (540) 662-4185 FAX.- (540) 722-9528 www.greenwayeng.com r https:Hrisweb.vacourts.gov/jsra/sra/#/search/recordSearch 44/51 2/22/23, 8:53 AM Sra 50 0 GRAPHIC SCALE (IN FEET) `\SEE SHEET 30 i I o� o� LOT51 LOT 47 I I �I5' C.S E- LOT S2 LOTIM iI N LOT M ----� o _ x LOT45 R'a LOT 54 o � i i FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINP SCALE.- 1 =50' 1 DATE.• JULY 16 2013 GREENWAY ENGINEERING, 151 Windy Hill Lane E►+S Winchester, Vuginia 22602 Su^ 4rsrs Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 wwwgreenwayeng.com ---I i-- 5' CS.E. Lic. https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 45/51 2/22/23, 8:53 AM Sra SEE SHEET 31 GRID MERI VA NORTH ZONE NA w LOT 35 LOT 36 10/ 37 o 20' ST ,W I LOT 34 SEWER ESMF i ( LOT 26 p I0 LOT 3? i LOT 27 I g 0 o LOT 32 LOT 28 I , O p 0 h5' C.S , ICOT 29 LOT X I , , O OV SPACE LOT 30 PARCEL 4 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERML DISTRICT, FREDERICK COUNTY, wRGlN1A SCALE. 1'=50' DATEi JULY 16, ?013 GREENWAY ENGINEERING,. 151 Windy Hill ,Lane Engineers Winchester, Virginia 22602 Survcyors Telephone_ (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com LOT60 N 61 iJ LOT 67 LOT 63 50 0 50 GRAPHIC SCALE (IN FEET) A ,TH O+pSo. �837 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 46/51 2/22/23, 8:53 AM Sra CURVE R40W ARC DATA TAN" B chow C1 6550' 6.14' S'22'13' 3.07' N 35'12'15' E 6.14' C2 14.50 25.82' 102'V1 15 17.91' S 8YJI'45 W 22.54 C3 2025.00' 22.31' O'37'53' 11.16' N 454634' W 22.31 C4 225.00' 68.80' 173108 34.6 NN 54'5104' W 68.5E' C5 19.50' 24.24' 71'13'06' 1.�97 N 28W615' W 22.71 C6 19.50' 3&96' 105"39'23' 25 72' S 5 1'4955' W 31.08' C7 325.00 10042 17'42'14' 50.61 N 84'11'31 W 100! 07' C8 155.00' 56.76' 20'5851 2570' N 03'02'30' W 56.44' 9 19.00' 29.05' 8735137 1822' N 51'14 46' E 26.30' C16 19.00 30.02' 90'32'15' 19.18 N 37*4912' W 27.00' C11 229.00' 24.10' 6*0150' 1206' N 0426*00 E 24.09' C12 19.00' 29.85' 90'0000' 19.00' IN X712'4I' E 26.87' C13 1055.00' 142.31' . T4344 7126 S 182530' E 14220' C14 40:00 61.98 88'4 12' 39.16' S 56'3956' £ 5597' C15 40.00' 56.19' 802906 ,i385' S W4156' W 51.68 C16 1069.00' 208.84' 11'1136 104.75' S 00'2 18' W 2W51' C17 225.00' 1ro2' 410449' 8.02 N 48'0755' W 16.02 Cl8 1221DO, 52 1376'19' 26.51' N 56*5329' W 5 .65 C19 65.50 22.T34' 19522'02' 485.50' S 442538 E 129.82' C20 65.50 24..W 21'1727' 12.31 S 6-r54'06' W 24.20' C21 65.50' 3121' ZT 187e 15.91 ' S 88'1159, W 30 92 C22 65.50' mm 112329 &53' N 7727b8 W 1100 C2J 225.00' 40.45 1CT1758' 2Q28' N 61:5624' W 40.39' C24 225.00' 4518 1059 48 21.66 N 50'5731' W 4312 US 1975A0 21.76 0' 53' 10.88' N 45'4634' W 21.76' C26 175.00 5T51' 1T3108 ?6-96' N 545104 W 5330 C27 27500' 7510 16'1678 3931 N 71'4448 W 7784' C28 27500 7A61' 15'45'06' 38.04' N 8T4531' W 75:37' C29 82500 10.88 r 74520 544 S 844435 W C30 82500' 57.30 3'S8'47' 2a66 S 8T0B38' W C31 205.00 51.05' 1476 Gt5' 15 B6' N 8E'45 56 W C32 205�00' 64.03' 1753 43 322 NN 674102' W N6766' C33 20500' 64.02 1T5336' 32.2 N 49'4722 W C34 20500 64.02 1T5331' 322 N 31 �3'49' W 05 20500 6,01 175328 3227 N 14'00'19' W 75' C36 205.00 44.75' 173031 22.47' N OI-t 140' £ 44.67' C37 19.00, 30.83' 92 58 W. 20.01' N 39'0223' W 27.56" 08 295.00' 79.96 i331'49 40.23' S 86'4223' W 79.72' C39 65.50' 29506' 260'4329 77.06' N 170708' W 9&82 C40 225.00' 83 21'1746 4230 S 56'06'30 £ 8115' C41 ?7500 15.170 3701'27' 7592 N 79'3722 W I.51.71 C42 825.00 6518 4'44'0 34.11, N 86'43'59' E 61} 0C43 205.00 351.88 98*2054' 23728' S 41'4331' E 310:25' C44 325.00' 14.70 ?'3527' 7.35' S 85'3939 W 69 C45 775 00 64 05 4'44 07 32.04 S 86'4359 W E640E C46 155 00' 72 39' 26'45'39' 36 87 N 773109 W 71.74 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGIN4 SCALE.• N A I DATE.• JULY 16, 2013 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Fveyors Telephone_ (540) 662-4185 FAX- (540) 722-9528 Founded in 1971 www.greenwaymg.com NEST S. Lic. 0. 1 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 47/51 2/22/23, 8:53 AM Sra n rim CURVE R401US ARC TANGENT BMW Chm C47 15500' 13&90 3' 7328' N 3850'GIB' W 13250' C48 f55�00' Z66 06" 4' 179 41 S 41'43 31 E 234.58' C49 38f.80 3761' ' 18.82 N 81I5'43' E 3760 C50 26103' 100.28 0' 50.76' S 842937' £ 99.68 C51 287.22' 15.12' f W 7.56 S 75104'47' E 1512 C52 19. 10 2ll02 13' 1721 N 557549' E 25�57C53 171.00 50 4B' 4 25.43' N 01�0'31' W 5Q30 C54 17f.00 4573' 1 2�00' N 1707'39' WC55 229.00' 68.62 11' A N 071000 IVC56 229.00' 36� 1T ' 18.10, N 20'16'1W 36 08' C57 171.00 96.21 J2'14 15' 49.42' N OW40'12" W 94.95' C58 T29.00 126i85' 3T14'15' 66.18 N 08'40'12' W 127.15' C59 200.00 74.34' 21'1 46' 37.60' N 56'06'30 W 7.191 C50 20a0 00' 22.04' 0'37' 11.02 N 45'46 34 W 22.04' C61 2 00 61.15' 1731'08 30.82 N 5C51'04' W 60.91 C62 I 301E 00' 167.68 3T0127' 86.09 N 79.3722 W 16&50 C63 1800.00 66.12' 444 07' 33.08 S 86'4359 W s6e 10 C64 1180.00, 3W97' 98'2054 20534' N 414331 W 272.41' C65 3J5.00' 133.84' 2T53 5' 67.82' S 89'36 49' E 13295 C66 1000 00 122- 13 6759$0 61.14 7 S 81'40 1 E _ 122.05' C67 266.6 11253' 3T 14 15' 57.80 N WOW' W 111.05' C68 200.00 30.43 8'43'02' 15.24 N Orl r48' E 30.40 C69 10180.50 1pQ08 5'4353' 54.09 S 03'1309' £ ToN.5 C70 325.00' 115.12' 20'1 4l 5817' IN 8579 14 & W 114.52 UN£ BEARW D157"ANCE L l S 245013 E 124.02' L2 S OT55'07' W 9 12 L3 S 26'4153 E 221.23' L4 S 071826' E 31779 L5 N 67*a226 E 195.67 L6 IS 00'1826' £ 67.18 L7 S 75'33 42' E 89.45' L8 S 59'1845' E 304.06' L9 S 14'48'11, W 117.99 00 S 83'O3'l f' E 226.37' 01 S 871336' £ 224.41 L 12 IS 63'44 53 E 397.78 L13 15 6710O3 E 38876 L 14 S 42*3614' E 76.12' L 15 N 34W43' W 204.57' L 16 S 607142' E 141.64' L17 N 29'38'18' E 3R00' L18 N 602142' W 11&04' L 19 S 75'06 58" £ 50.15' L20 IS 31'14 40' W 15726' L21 IN JOU658' W 37.09' L22 N 09104 38' E 1918j, UN£ BEUM D/STAhVE L23 N 892620 E 108.14' L24 N 88'1744 E 190.20 L25 N 8702W W 149.39' L26 S 8739'10' W 38.6l' L27 IS 873910 W 151.41 L28 Is 84'O.i'38' W 1.25 L29 IS 8LT28VS' W 10.12 L30 N 3735 E 37.16 L31 N 12*32 53 £ 108.50 L32 S 75'3344' E 4aar L33 S 59'1845 E 29508' L34 S 14' 11 W 50.05 L35 N 14'4811' E 46, 16 L36 S 83' ll £ f0.48 L37 S 01'49 1' W 50.09 L38 N 26'44'04' E 7323' L39 S 67'E 188 19' L40 S 4236'14 E 86.33' L41 S 34 08'43' £ 1A.98' L42 N 8710 03 W 142.1 L43 N 608'17' E 78L96' 144 N 42-3614' W 150.01, FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, MOW ES S. SCALE: N/A I DATE.• JULY 16, 2013 Lic. N . 1 37 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane URA' Engineers Winchester, V�ginia 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 2760E SHEET 34 OF 36 Founded in 1971 www.greenwayeng.com clip O O t- https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 48/51 2/22/23, 8:53 AM v Sra UN£ BEARING DISTANCE L45 N 3470E 43' W 13U04' L46 N 6-658'17 £ 4841' L47 S 2447'19' E 199.80' L48 S 3704'05' W 2.i89 L49 N 24'4719 W 212.86 L50 N 33'45 M E 47.92' L51 S WNW' £ 34.42' L52 S 00'21'12' W 78.44' L53 S 12.28'0' W 8r 24' L54 S 16'3841' W 78.28' L55 S IX 10 07' W I.W01 L56 IS 60'2f 42 £ 126.27' 7T' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE t�Tg oFy� SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA v S S SCALE: NIA DATE.• JULY 16, 2013 Lic. No. 1 37 GREENWAY ENGINEERING, EERING, �Nc. 1 7/�/,��4 Eww mirs Winchester, Vuginw 22602 URA' Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 2760B SHEET 35 OF 36 www.greenwayeng.com STIR 1.;—/M https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 49/51 2/22/23, 8:53 AM Sra i r Z� SETBACK REQUIREMENTS INE TABLE BELOW RETZEC75 THE SE784CK REOU/R&WEAUS LISTED UNDER WMMUII DESIGN STANA405' AS SHOWN ON SHEET No. 3 OF 77C APPROVED SUBDM570N DESI&V PYAN FOR SNOWDEN BRIDGE Swnw 7. HOUSING UNIT TYPE 5 HOUSING NAME MOLNFIED SINGLE FAMILY SMALL LOT MIN. FRONT YARD SETS4CK FROM R/W OR PRNATE 20' STREET 70 DWELLING MIN. REAR YARD SETBACK 70 DWELLING 15' MIN. SETBACK DIST. BETWEEN DWELLING UN0 10' (0' FOR THE ATTACHED OP770N) MIN. SIDE YARD SE7114CK ON INTERIOR LOT UNE SIDE/ COMBINED TOTAL SIDE YARD 5%10%10' (0' A)R ZERO LOT LINE SETBACK/CORNER LOT (OR SIDE WITH A COMBINED 70TAL OF 107 END UNIT TOWNHOUSE) SIDE YARD MIN. SE734CK 70 G4RAGE 20/15' fROM STREET/ALLEY MIN SET84CK FROM GARAGE TO d1/lET4IOR LOT UNE SIDE 5110' (0' ZERO LOT UNE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT 70WNHOUSE) SIDE YARD DECK MIN SETBACK W INTERIOR LOT UNE SIDE 5%10' (0' ZERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) tWIT TOWNHOUSE) SIDE YARD DECK MIN. SE04CK REAR YARD/REAR YARD 10%3' ABUTTING OPEN SPACE FRONT PORCHES, STOOPS, AND STEPS MAY £X1END 12' INTO FRONT YARD SE MCK FINAL SUBDIVISION PLAT SNOWDEN BRIDGE ALTH p�,y SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA v T 1H SCALE: N/A I DATE• JULY 16, 2013 Lic. No. 1937 GREENWAY ENGINEERING, imc. —$— 151 Windy Hill Lane SUR`� " Engineers Winchester, Virginia 22602 SuAmyors Telephone: (540) 662-4185 FAX (540) 722-9528 1 27608 SHEET 36 OF 36 Founded in 1971 www.gneeriwayeng.com SUB 13-05 https://risweb.vacourts.gov/jsra/sra/#/search/recordSearch 50/51 <'�IZ014 0 GREENWAY ENGINEERING 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge Section 7A Final Plat & Deed [2 @ S 0 W R File No: 2760B Date: Thu, May 15, 2014 To: EC Planning Attn: Mark Cheran Copied lil MAY 1 r 2014 FRE`K COUNTY wunlr enln m:VELOPM From: Evan Wyatt GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: Fed Ex U.S. Mail Courier Pick Up Other Urgent ,- For Your Review ', As You Requested ./ Please Comment Message Hi Mark, Please find attached the Application Fee, Final Plats, Deed, and Bond for Snowden Bridge Section 7A for your signature. I will coordinate with the attorney to get the plats and deed recorded and provide you with a copy of the recorded instrument immediately. Thank you for your assistance regarding this matter, Evan I NOTES I Q G r- G 1 DT -- _ 4 r,1� ca 0 C Hand D Receive Please Print Name: ACCOUNT HOW PAID AMT. OF CASH ACCOUNT AMT. CHECK PAID BALANCE MONEY DUE ORDER BY ©2001 raFaFPM. ® 8 L8 18 GSAN 6,01 17.4 /1} O cc FREDERICK COUNTY Post Office Box 1877 Winchester Virginia 22604-8377 SANITATION AUTHORITY Brookfield Stephenson Village, LLC 3201 Jermantown Road, Suite 150 Fairfax VA 22030 PH. — (540)868-1061 Eric R. Lawrence Fax — (540)868-1429 Executive Director www.fesa-water.com September 21, 2016 REFERENCE: Snowden Bridge — Section 7 SUBJECT: Bill of Sale Dear Sir/Madam: 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. /til Enclosure Sincerely yours, yTashema L. Long/for Earl W. Wiley Engineering Assistant WATER'S WORTH IT COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 December 7, 2015 Evan Wyatt, AICP Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Final Plats — Snowden Bridge, Section 711 Property Identification Number 44-A-293 & 292A Dear Evan: This letter is to confirm that the final plats for Snowden Bridge Section 7B are administratively approved. This subdivision allows for the development of 27 single family lots. Three (3) copies of the approved plats have been provided to you for your records and distribution. Please return a copy of the recorded plats to this office and feel free to call me if you have any questions regarding this subdivision. Sincerely, Mark R. Cheran Zoning and Subdivision Administrator MRC/dlw cc: Charles S. DeHaven, Jr., Stonewall District Supervisor Gary Oates and Stan Crockett, Stonewall District Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue Patrick Fly, GIS Brookfield Stephenson Village, LLC, 8500 Executive Park Ave., Ste. 300, Fairfax, VA 22031 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 150012136 DEED OF DEDICATION, SUBDIVISION, EASEMENT AND CONVEYANCE THIS DEED OF DEDICATION, SUBDIVISION, EASEMENT AND CONVEYANCE is made this day of December, 2015, by and between BROOKFIELD STEPHENSON VILLAGE, L.L.C., a Virginia limited liability company, its successors and assigns (`Brookfield"), party of the first part, and the COUNTY OF FREDERICK, VIRGINIA (the "County"), the FREDERICK COUNTY SANITATION AUTHORITY, a body corporate and politic ("FCSA"), SNOWDEN BRIDGE COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Snowden Bridge Association"), and RAMIE CORNER COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Ramie Corner Association"), patties of the second part. WITNESSETH WHEREAS, Brookfield is the owner of the property known as Tax Map Nos. 44-A-292A and 44-A-293, by Instrument Taos. 040021293 and 110007387 and by Boundary Line Document prepared without the benefit of title examination by: Thomas Moore Lawson, Esquire P. O. Box 2740 Winchester. VA 22604 Tax Map Nos. 44-A-292A, 44-A-293 Consideration: $1.00 Return to: Thomas Moore Lawson, Esquire P. O. Box 2740 Winchester, VA 22604 Grantees' Address: County of Frederick, Virginia 107 N. Kent Street Winchester, VA 22601 Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 Snowden Bridge Community .Association 3201 Jermantown Road, Suite 150 Fairfax, VA 22030 Ramie Comer Community Association 3201 Jermantown Road, Suite 150 Fairfax, VA 22030 CD 0 Cil Adjustments at Instrument Nos. 070005227 and 110007386, located in Stonewall Magisterial District, Frederick County, Virginia and recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia (the "Property"); and WHEREAS, it is the desire and intent of Brookfield 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 dated October 1, 2015, entitled "Final Subdivision Plat Snowden Bridge Section 713" and prepared by Greenway Engineering, certified land surveyors, (the "Plat") which is attached hereto as and incorporated herein by reference as "Exhibit A"; and WHEREAS, it is the desire and intent of Brookfield to grant and convey unto the County, and unto FCSA, the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield to grant and convey unto Snowden Bridge Association and Ramie Corner Association, the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield 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; and WHEREAS, it is the desire and intent of Brookfield to convey a portion of the Property into Snowden Bridge Association and Ramie Corner Association; and WHEREAS, the Property is, or will be, subject to the terms and conditions of the Declaration for Snowden Bridge, a declaration for a property owners association formed pursuant to the Virgiia nonstock corporation act and recorded in the aforesaid Clerks Office as Instrument No. 070018836, and the Declaration for Ramie Corner, a declaration for a property 2 CD O C_n owners association formed pursuant to the Virginia nonstock corporation act and recorded in the tp aforesaid Clerk's Office as Instrument No. 120006743 (collectively the "Declaration"). 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, Brookfield hereby subdivides that portion of the Property containing 6,188 acres into lots and parcels to be known as Lots 14 through 30, inclusive, Lots 35 through 42, inclusive, and Open Space Parcels 2 and 3, Section 713, Snowden Bridge in accordance with the Plat which is expressly incorporated herein and made a part of this Deed as well as one (1) private drives shown and depicted on the Plat as "Manila Place" 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, Brookfield dedicates unto the County the 1.0098 acres for public street purposes as so designated on the Plat. This dedication is made in accordance with the statutes made and provided therefore. EMERGENCY INGRESS AND EGRESS EASEMENTS THIS DEED FURTHER WI"fNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, 3 L� PTT V N CD Brookfield grants and conveys unto the County, its successors and assigns, 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 desirable to perform, including, but not limited to, police and fire protection, over and across all public and/or private access easements, and ingress and egress easements, as shown on the Plat. 'Notwithstanding the foregoing, in the event any of such 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 public or private access easement, or ingress and egress easement, shall be subject to these easements. STORM DRAINAGE 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, Brookfield grants and conveys unto the County, its successors and assigns, several twenty foot (20') storm drainage easements and several storm drainage easements, identified on the Plat as "20' Storm Drainage Esmt." and "Storm Drainage Esmt." which shall run with the land and be perpetual easements for the purposes 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 comeection lines, plus all necessary inlet structures, manholes, and appurtenances for the collection of stormwater and its transmission through. and across said Property of Brookfield, said easements being more particularly bounded and described on the Plat. 4 O O 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. 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 and shrubs, or other facilities located within the easements. 4. The County shall have the right to demolish all paving, curbing, and/or guttering in the easements being conveyed, deemed by it to interfere with the proper and efficient construction, installation, operation, and maintenance of said stormwater drainage lines and 5 6:1.. 0 0 rn tv appurtenant facilities; provided, however, that the County, at its own expense, shall restore all non -interfering paving, curbing, and/or guttering which are disturbed in any mariner by the construction, operation, and maintenance of said stormwater drainage lines and appurtenant facilities. 5. Brookfield 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 Brookfield shall not erect any building or other stricture, excepting a fence, on the easements without obtaining the prior written approval of the County. 6. The individual lot owners and/or Snowden Bridge 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. SIGHT DISTANCE EASEMENT 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, Brookfield grants and conveys unto the County several sight distance easements, identified as "Sight Distance Esmt.," which shall run with the land and be perpetual easements for the purposes of ensuring a clear zone of safe sight lines for vehicles traveling across said Property of Brookfield, said easements being more particularly bounded and described on the Plat. The foregoing easements are subject to the following conditions where applicable: 6 0 a w 1. Brookfield, its successors and assigns, shall not permit the construction of any structures or fences within the easements; however, Brookfield, its successors and assigns, may erect signs and install ground cover and "low growth" shrubs/plantings within the easements so long as any and all obstructions within the easements are no snore than two (2) feet in height in order to maintain the "clear zone" required by the Commonwealth of Virginia Department of Transportation's landscaping guidelines within sightline areas. 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 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. 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 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 and shrubs, or other facilities located within the easements. 4. The County shall have the right to demolish all paving, curbing, and/or guttering in the easements being conveyed, deemed by it to interfere with the proper and efficient 7 0 CD maintenance of said easements; provided, however, that the County, at its own expense, sh.Z' restore all non -interfering paving, curbing, and/or guttering which are disturbed in any manner by the maintenance of said easements. 5. The individual lot owners and/or Snowden Bridge Association shall be responsible for maintenance of the sight distance 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. SANITARY SEWER AND WATER LINE EASEMENTS THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the spun of One Dollar (51.00), cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto FCSA, its successors and assigns, with general warranty of title, a twenty foot (20') water line easement, a sanitary sewer easement and a tlurty foot (30') water and sanitary sewer easement, identified on the Plat respectively as "20' Water Line Esmt.," "Sanitary Sewer Esmt." and "30' Sewer & Water Line Esmt." The FCSA Easements are perpetual and are for the purposes of constructing, operating, maintaining, adding to, altering or replacing present or future water mains and sanitary sewer lines, including, but not limited to, fire hydrants, valves, meters, building service connections and connection lines, sanitary lateral lines, manholes and other appurtenant facilities for the transmission and distribution of water and the collection of sanitary sewage and its transmission through, upon and across the Property. Said FCSA Easements are more particularly bounded and described on the Plat, and include FCSA's right to go on, over and upon said FCSA Easements for the aforesaid purposes. 8 CD CD cn The foregoing FCSA Easements granted to the FCSA are subject to the following rights and conditions: 1. All water mains and sanitary sewer lines and appurtenant facilities which are installed in the FCSA Easements shall be and remain the property of FCSA, its successors and assigns. 2. FCSA and its agents shall have full and free use of said FCSA Easements for the purposes named herein, and shall have all rights and privileges reasonably necessary to the exercise of the Easements. In the event FCSA is unable reasonably to exercise the right of ingress and egress over the Easements, FCSA shall have the right of ingress and egress over the land of the Brookfield adjacent to such Easements in order to access the Easements; provided, however, that this right to use such adjoining land shall be exercised only during periods of actual construction or maintenance, and further, this right shall not be construed to allow FCSA to erect any building, structure or facilities on such adjoining land. 3. FCSA shall have the right to trim, cut and remove trees, shrubbery, fences, structures or other obstructions or facilities in or near the FCSA Easements being conveyed deemed by FCSA to interfere with the proper and efficient construction, operation and maintenance of said water mains and sewer lines and appurtenant facilities; provided, however, that FCSA, at its own expense, shall restore, as nearly as possible, to their original condition all land or premises included within or adjoining said FCSA Easements which are disturbed in any manner by the construction, operation and maintenance of said water mains and sewer lines and appurtenant facilities. Such restoration shall include the backfilling of trenches and the re- seeding of lawns or pasture areas, but shall not include the replacement of structures; trees and other facilities located within the area of the FCSA Easements. 9 4. Brookfield shall retain the right to use the Property which is subject to the FCSA Easements conveyed herein in any manner that shall not be inconsistent with the rights herein conveyed to FCSA and that shall not injure or interfere with the use and enjoyment of said rights by FCSA; provided, however, that no building, structure or fence shall be erected over or on the FCSA Easements without obtaining the prior written approval of FCSA. Brookfield's right of use shall also include the ability of Brookfield to convey easements to other utilities as shown on the Plat, provided that no other utility shall be granted the right to use (nor shall use) any part of the area within the FCSA Easements for any purpose that will conflict with FCSA's use thereof, and further provided that any such utilities shall be installed in a manner which shall not be inconsistent with the rights herein conveyed to FCSA not injure or interfere with the use and enjoyment of the aforementioned rights of FCSA. Other than as shown on the Plat, no other utility or party shall be permitted to install any underground facilities or change existing ground elevation or be granted the right to use (nor shall use) any part of the area within the FCSA Easements for any purpose or in any manner until after a review and a finding by the FCSA in writing that such use will not be in conflict with, injurious to, or interfere with the FCSA's use of the Easements for the purposes for which such FCSA Easements are granted herein. In the event a use of any area within the FCSA Easements is approved by FCSA, but requires the relocation and/or the adjustment of the depth of the FCSA's water mains, sewer lines and/or appurtenant facilities, all costs required to accomplish such relocation or adjustment shall be paid by Brookfield. 5. At such time as any portion of the area(s) within the FCSA Easements is accepted by the Commonwealth of Virginia or any appropriate agency thereof for maintenance 10 �s • into the state highway system, all easement rights acquired by the FCSA by this instrument in such area(s) shall cease and terminate, provided that. the Commonwealth of Virginia or any appropriate agency thereof concurrently grants to the FCSA all necessary permits or easements for the continued operation; maintenance, inspection, repair and replacement of its water mains, sewer lines and appurtenant facilities in said location 6. Brookfield covenants that it is seized of and has the right to convey said FCSA Easements and related rights and privileges, that the FCSA shall have quiet and peaceable possession, use and enjoyment of the Easements and related rights and privileges, and that Brookfield shall execute such further assurances thereof as may be required. 7. In the event the FCSA notifies Brookfield (or its successors or assigns, as applicable) of a violation of the terms of these FCSA Easements and Brookfield (or its successors or assigns, as applicable) does not cure such violation within thirty (30) days of such notice, the FCSA may take such action as necessary to cure such violation, including ingress and egress over any portion of Brookfield's (or its successors' or assigns', as applicable) property deemed necessary by the FCSA to access the FCSA Easements or to enforce the FCSA's rights hereunder. All costs and expenses incurred by the FCSA in exercising or enforcing its rights hereunder shall be paid or, at the FCSA's election, reimbursed by Brookfield (or its successors or assigns, as applicable), within thirty (30) days from the date Brookfield (or its successors or assigns, as applicable) receives a bill or invoice from the FCSA for such costs and expenses. If such costs and expenses are not paid within the thirty (30) day period referenced in the preceding sentence, all such costs and expenses shall immediately commence bearing interest at the then prevailing judgment rate of interest under the Virginia Code. The FCSA shall have the right to enforce the terms of these FCSA Easements by any remedy available at law or in equity. 11 co CD 0-1 co 8. If the FCSA is adjudicated the prevailing part in any judicial proceeding between the parties regarding enforcement of these FCSA Easements, the FCSA shall be awarded its costs and expenses, including reasonable attorney's fees. 9. FCSA and Brookfield (or its successors or assigns, as applicable) acknowledge that the agreements and covenants stated herein are covenants real running with the land which are and shall be binding upon Brookfield to the extent of Brookfield's interest in the areas represented by the FCSA Easements and are and shall be binding upon the Grantor's successors and assigns, as applicable, to the extent of such successors' and assigns' interest in the areas represented by the FCSA Easements. PRIVATE DRIVE INGRESS/EGRESS 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, Brookfield creates and establishes for ingress and egress and for the construction and maintenance of utilities in the locations as shown on the Plat, easements designated thereon as "20' Private Access Drive," 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 "Private Drive." Manila Place shall serve Lots 19 through 25, inclusive, Section 7B, Snowden Bridge. Ramie Corner 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 Ramie Corner Association, pursuant to the terms and conditions of the Declaration. The construction, 12 iD CD �1 maintenance and repair of the easement areas shall not be the responsibility of the County or the Commonwealth of Virginia. These easements shall include the irrevocable right of each owner of a benefited lot, their successors, assigns, tenants, guests and invitees to have vehicular and pedestrian access, as necessary, to and from their respective lots over the respective Private Drive. 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 Ramie Corner 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. COMMON SHARED UTILITY EASEMENTS THIS DEED FURTHER WINESSETH, that in consideration of the premises and the sum of One Dollar ($1.00) cash in hand paid, receipt of which is hereby acknowledged, Brookfield grants and conveys unto Snowden Bridge Association the common and shared utility easements over those certain areas and in the locations shown on the Plat, identified as "5' C.S.E.," 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. 13 CONVEYANCE OF OPEN SPACE 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. Brookfield grants and conveys with special warranty of title unto Snowden Bridge Association, Open Space Parcels 2 and 3, Section 7B, Snowden Bridge, containing 0.7566 acres, to have and to hold unto Ramie Comer Association; its successors and assigns. MISCELLANEOUS Headings made 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; as applicable, and is with the free consent and in accordance with the desire of Brookfield, the owner and proprietor of the Property. Snowden Bridge Association and Ramie Comer Association shall execute this Deed for the purpose of accepting responsibility for all maintenance and other obligations assigned to or assumed by Snowden Bridge Association and/or Ramie Corner 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 Brookfield. [remainder of page intentionally left blank] 14 0 0 WITNESS the following seals and signatures: —t BROOKFIELD STEPHENSON VILLAGE, L.L.C. A i) By: kimberly S. Mackmin Its: Vice President COI`1MONWEALT F VI}GII�TIA, CITY/COUNTY OF to -wit: The foregoing instrument was acknowledged before me thisD day of 1 I w 2015 by Kimberly S. Mackmin, Vice President of BROOKFIELD STEPHENSON VILLAGE, L.L.C. k-Acury P bl My commission expires. Registration i\Tumber: Paula Lynn Johnson NOTARY PUBLIC Commonwealth of Virginia Reg. 8 7391295 My Commission Expires Sept. 30, 2019 . 15 0 N SNOWDEN BRIDGE COMMUNITY ASSOCIATION , k By: Scott Gookin Its: President COMMONWEALTH OF VIRGINIA, CITY/COUNTY OF FO�V A4 , to -wit: The foregoing instrument was acknowledged before me this 44 day of � W , 2015 by Beap,944k- President of SNOWDEN BRIDGE COMMUNITY ASSOCIATION. Scott Geok�� r ary is tt 21,,.� PNOTARYPUBLICn My commission expires: T . jo OV `" 1 . Commonwealth of Virginia Registration Ntunber: Reg. # 7391295 My Commission Expires Sept. 30, 2019 RAMIE CORNER COMMUNITY ASSOCIATION 114e - By: Cott Gookin Its: President COMMONWEALTH pQF VIR,�INIA, CITY/COUNTY OF t V0VA-" to -wit: The foregoing instrument was acknowledged before me thiscA day of _ 2015 by D@w; � President of RAMIE CORNER COMMUNITY ASSOCIATION. EReg. ula Lynn Johnson NOTARY PUBLIC 1^ monwealth Of Virginia My commission expires. r , 7J .1 # 7391295 Registration Number: ssion expires Sent' 30, zo19 16 FREDERICK COUNTY SANITATION AUTHORITY /�_; -4 -_ By: what i I� tNt i n Its: ASslstan--"inmr- 61r-CiON STATE/����I�T OWEALTH OF Ylr 1 ri 1 CE CITY/C 1111 N l xOF rt to -wit: The foregoing instrument was acknowledged before me this 41YI day of , 2015 by PIChQ ,t R ,1NW , Emirrcr—Z>"rC Frederick County Sanitation Authority. _ ToTlavanamm RON Pr��� My commission expires: V ` 1 . Registration Number: TASHEMA LAVONNE IONG NOTARY PUBLIC �V REGISTRATION # 7265287 COMMONWEALTH OF VIRGINIA MY COMMISSION EXPIRES AUGUST 31, 2017 17 FINAL SUBDIVISION PLAT` BRIDGE `D SNOWDEN SEC77ON 7e STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA OCTOBER 1, 2015 ID 'RpOa 7S0 o. Old Charles Town Rood P Mcco83e � Snowden �a � R000'Co C, v .a SITE VICEIM MAP I" = 2000' OWNER'S CERTIFICATE THE ABOVE AND FOREGOING SUBDIVISION, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. ALL LOT CORNS MONUMENTATION WILL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING O NC SECTION 144-30 BY A LAND SURVEYOR LICENSED IN THE A. COMMONWEALTH VIRGIACE `«nnrrr� COMMONWEALTH OF VIRGINIA ' on :' ✓�CO'� 9c . ; CITY / COUNTY OF P "ze-k_, TO WIT. THE FOREGOING OWNER'S CERTIFICATE W S ACKNOWLEDGED - '• O s s°� `LFq GBC rC BEFORE ME THIS �,— DAY OF D b , 20 ' ...... ' BY Sl477r C b(i MY COMMISSION EXPIRES 20J-5—. �iePUBLIC REGISTRATION No. — SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS SUBDIVISION IS A PORTION OF THE LAND CONVEYED TO BROOKFIELD STEPHENSON VILLAGE, L.L.C. BY DEED DATED OCTOBER 15, 2004 AS INSTRUMENT No. 040021293 AND BY DEED DATED JULY 28, 2017 AS INSTRUMENT No. 110007387 AND BY BOUNDARY LINE ADJUSTMENTS RECORDED AS INSTRUMENT Nos. 070005227 AND 110007386, ALL OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT CLERK'S OFFICE. A CONSTRUCTION BOND IS TO BE POSTED FOR LOT CORNER MONUMENTATION OF THIS SUBDIVISION. I FURTHER CERTIFY THAT SHOULD MY SERVICES BE RETAINED FOR THE PURPOSE OF SETTING LOT CORNER MONUMENTS, SAID MONUMENTS WILL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING ORDINANCE SECTION 144-30. � g �0, 24 4 L 6 r?iLLt� ERNEST S. HOLZWORT , L.S. PARENT TAX PARCEL ENTIF ATION BROOKFIELD STEPHENSON VILLAGE, L.L.C. T.M. 44—A-293 101.6970 ACRES ZONE- R4 USE: VACANT BROOKFIELD STEPHENSON VILLAGE, L.L.C. T.M. 44—A-292A 119.0704 ACRES ZONE: R4 USE. VACANT APPROVALS'�u�•/ [���� �- t j0 �IS �LTH 0�' � L FRED.. OU NITARON AUTHORITY DATE v iT I tots VIRGI lA P RT OF TRAN RTATION DATE i 112? G />- U ERNEST H RTH a FREDERICK COUNTY SUBDIVISION ADMINISTRATOR .;.-- DATE Lic, No. 837 e GREENWAY ENGINEERING /j7,N 151 Windy Hill Lane _KP SURF Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 F77,50R SHEET 1 OF 13 FAX.- (540) 722-9528 r SUB 13-06 Founded in 1971 www.greenwayeng.com �XHI�U1" SECTION 7B AREA TABULATION. LOTS (25) 5.2049 ACRES% OPEN SPACE 0.7566 ACRES PUBLIC RIGHT-OF-WAY 1.0098 ACRES o PRIVATE ACCESS DRIVE 0.2265 ACRES ___s TOTAL SECTION 7B 7.1978 ACRES cn T.M. 44-A-292A 119.0704 ACRES AREA OF SECTION 7B FROM 44-A-292A -2.1467 ACRES RESIDUE OF T.M. 44-A-292A 116.9237 ACRES T.M. 44 A-293 101.6970 ACRES AREA OF SECTION 7B FROM 44-A-293 -5.0511 ACRES RESIDUE OF T.M. 44 A-293 96.6459 ACRES SNOWDEN BRIDGE AREA TABULA D SECTION 1 21.8444 ACRES SECTION 2 21.4010 ACRES SECTION 3 11.0618 ACRES SECTION 4 13.7710 ACRES SECTION 2 ADDITION 1.3469 ACRES SECTION 5A 7.1544 ACRES SECTION 6A 1.2552 ACRES SECTION 68 8.2127 ACRES SECTION 58 8.2963 ACRES SECTION 7A 19.4808 ACRES SECTION 78 71978 ACRES TOTAL 121.0223 ACRES LEGEND BRL = BUILDING RESTRICTION LINE C.S.E. = 5' COMMON SHARED UTILITY EASEMENT PER ZONING ORDINANCE ESMT. = EASEMENT = CENTERUNE EX = EXISTING R/W = RIGHT OF WAY S.F. = SQUARE FEET 0 = PROPERTY CORNER INST. # = INSTRUMENT NUMBER WGLC = WASHINGTON GAS LIGHT COMPANY EASEMENT PROFFERS RECORDED AS INST 11 JO010674 1. PROFFERS ON FILE IN FREDERICK COUNTY, VA. AS REZONING APPLICATION # 06-03. NOTES 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A METES & BOUNDS DESCRIPTION RECORDED AS INSTRUMENT No. 04002129J AND BOUNDARY LINE ADJUSTMENT PLATS RECORDED AS INSTRUMENT Nos. 070005227 AND 110007386, ALL IN THE FREDERICK COUNTY CIRCUIT COURT CLERKS OFFICE. 2. NO 77ILE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. 3. THE PROPERTY SHOWN HEREON UES ENTIRELY WITHIN ZONE X, AREAS OF DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE FLOODPLAIN, PER N.F.I.P. FLOOD INSURANCE RATE MAP NO. 51069CO2500, DATED SEPTEMBER 2, 2009. 4, ALL EASEMENTS SHOWN ON THIS PLAT OTHER THAN THOSE LABELED AS EXISTING, ARE HEREBY GRANTED. 5. NORTHUMBERLAND DRIVE AND VALISE WAY ARE HEREBY DEDICATED FOR PUBLIC USE. 6. ALL SINGLE FAMILY LOTS ARE DESIGNATED AS TYPE 5 UNIT TYPES PER THE APPROVED SECTION 7 PLAN. 7. SEE SHEET 13 FOR SET84CK REQUIREMENTS 8. SNOWDEN BRIDGE SECTION 7A IS RECORDED AS INSTRUMENT No. 140003652. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA ��LT� QFLj� u ERNEST S. H RTH 9 Lic. No.' 837 l9 le), 04• SUBq SCALE.•1"=40' DATE: OCT08ER 1, 2015 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 2760E SHEET 2 OF 13 FAX. (540) 722-9528 I SUB 13-06 Founded in 1971 www.greenwayeng.com v 4 SHEET LIST TABLE SHEET No. SHEET TITLE 1 COVER 2 NOTES 3 INDEX 4 LOTS 21-19 5 LOTS 14-18 6 LOTS 26-30 7 LOTS 35-38 200 0 200 GRAPHIC SCALE (IN FEET) 8 LOTS 39-42 9 LOTS 22-25 10 OPEN SPACE 2 11 TABLES 12 TABLES 13 SETBACKS. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 78 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: 1 "=200" DATE. OCTOBER 1, 2015 lo GREENWAY ENGINEERING,1Nc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.green;va),eng.com Z c's O CQ __j cj"'% as OPEN SPACE PARCEL 5 OS = OPEN SPACE PARCEL TH ERNEST S. H /ORTH Lic. N 1%183_7l®rpl'�I" 3 OF I SEE SHEET 5 1 LOT 17 CD 10.0' LOT 18 20' STORM � DRAINAGE ESMT 4i _` 80.67' =- LOT 16 �- 0 1 -o S 69'42 58' W 144,20' 63.52' - - LOT 23 i m 10.0' 10 BRL I t--. jm LOT 19 5 '0, 9886 S. F. ml I �I 10. D' i I j 10.0' 1 5 aa,---� ° IL--------- ° SECTION 74 5' C.S.E. I--------------- I I S 65'1241' W 149.20' 5' BRL ` LOT 13 �a' i jlm LOT20 LOT 22 1D444 S.F. ( o 3 �EX. WGLC ESMT. I °' INST 30010674_ W o -- �� S a I II------ 5' BRL------I � �- W 21 � N J I 65_'12'4l___ ' W J49.20_'__S_' BR_L J �a LOT 21 m I o ✓ �EcrroN 7A I" 11936 S.F. h I °tip LOT 12 e � I Call, 5,' C.S.E. _5' BRL ------ c`", a I N 65'12'41' E 149.20' o I Z SECTION 7A OQ�e 5 0' tip i LOT 7 LOT 8 LOT 9 p�p� T, l L i � --] N 65'1241' E 93.73' 30' SEWER & WATER JQ 20.0' LINE ESMT , 30 0' 50' R/W 40 0 40 EX. DUTCHMAN COURT INST. 1140003651 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA i SCALE.- 1'=40' 1 DATE.- OCTOBER 1, 2015 GREENWAY ENGINEERING, mc. /tI.-N 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 PAX: (540) 722-9.528 2 Founded in 1971 www.greenwayeng.com TH LIC. Net 37 4 OF 1 "'OPEN C /� 0 PARCELSPACESEE SHEET 9 0 INST. # 01 i 6" I -` GRID MERIDIAN CD 8 IJ0010674 // N,16_ 1 VA NORTH ZONE NAD83 '-I ` ` 5 BRL of co LOT 18 \ 8756 S.F. 1 Z co\� 1 O 20' STORM 129' \`n \ DRAINAGE ESMT \; N 11'49'45 =�! 0 m o \N 5' BRL — �\ � — —5' BRL 11 1 � ►p � � 1 �C� \� NI I LOT Js a t� LOT 17 N` � \ 8280 S. F. AI g \ I " d � N f0,0' I N I 10.0' RL N OT36'29' W i 17 39 � — ------ o 0 J 5' 8RL I I � I � j LOT 16 m 8066 S.F. I v / TORM I 20 Egg i5 BRL N 03'23'13' W 122.24'� f D �O�O3652 A— I -- — — — — — ° o I051. #, �o 5T BRL i on'o SECTION 7A ^ ^ Im LOT 15 1 LOT 13 t"; `D I 8251 S.F. „1 A=22.62� o, I 9JWG h I 15 l �I a' V '9 ---o5BRLT 0LOT 141' SIGHTDISTANCE 8977 S.ESMT5'CSE.A=704' r1 pN INST 114000J651 o j CP BLACKFORD DRIVE >>s9' sroRM 40 0 44 R/W DRAINAGE ESMT nDeaurn cner c /inr eeerl FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE. 1'=40' 1 DATE.- OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Vuginia 22602 Surveyors Telephone: (540) 662-4185 FAX- (540) 722-9528 Founded in 1977 www.greenwayeng.com TH o�,'L a Lic. No. 1837 f SURv_� 12760B SHEET 5 OF 13 1 GRID M�RD, VA NORTH ZONE III NAD83 z; I 7 LOT 38 LOT 37 0 I N 12'55 54 W 141.68'~ 5' BRL 1 O Im lQ0 �rr�� LOT26 mf ^m� f IN 9874 SF. hr LOT 34 5' S 09'06 on, E 128.93' — 5' BRLJ _ J------- 5' 8RL ; g� Im r �0 10.0' 3 LOT 27 m 1 ti� LOT 33 c� I 9095 S.F. ^ rl ^' S I 05'16'46' £ RL J 121.52' I c,o �'----- 5-- B --- o-----�_ EX. 20' STORM I 5' BRL f o DRAINAGE ESMT. ry I� r INST. 114000J652 LOT 28 8445 S.F. o SECTION 7A r I 10.0' LOT 32 a 1 o �S 0134'f0_£ 118.48' S•�Rlr - -� f r� fm LOT29 �m frti 8002 S.F. � k " LOT 31 L, ° 5'SRL 0 —"'--� a�W 7lg'43� f LOT 30 fN 9400 SF. OPEN SPACE / \ 7 ^ PARCEL 4 / OARttTT `\ r / i10 ?656�E 0�� R/x'7NST. U8 C 06, C7 � 0 � 40 '�0p36S?O URT GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE �'�'T �'� SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA c, ERNEST S. SCALE: 1"=40' DATE: OCTOBER 1, 2015 Lic. No 1837 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane b SURv� Engirieeis Winchester, Virginia 22602 Surveyors 'Telephone: (540) 662-4185 FAX- (540) 722-9528 2760E SHEET 6 OF 13 Founded in 1971 www.greenwayeng.coni I SUB 13-06 SECTION 7A 1� so' 0 LOT 43 1 4' 1? 4" \ SECTION 7A O LOT 58 co STORM i70U i�000 c:) EX. ESMTLC , DRAINA E ESMT.� INST. k- \UST 130010674 � G5 o O o A=7.90' � � N LOT 42 i �1 ^ L7 !/ BRL \ �\ \ 5' C.S.E. � LOT35 �I I i 9 I^ m 8947 S.F. L — — — — — —— 5'BRL 25.0' — — — SECTION 7A i73'S9'44' W 124.91 5' BR ' LOT 34 I' LOT 41 I o I ml �' � LOT 36 ^ I , = Ex. 20 sroRM r-i h 8006 DRAINAGE ESMT '4 1 ' ( Ih S F. I INST 14000J652 5' BRL -- oil L-----------� 73'59T44' W i21.42T 5' W I ! LOT 40 o o I J LOT 37 ml o I� I 7779 S.F. hl -- b� L----S BRL 5' C.SE. FS 73'59'44" W 117.93' S' BRL y' LOT 26 LOT 39 ig h I LOT 38 1 m 8640 S.F. ml h z � 7.06' I I o I / IN � `� DRAINAGE SMT c�� \ N 73'59 44' E 39.17' 015F ° NORTHUMBERLAND 44.50' 83.67' DRfVE'---40 0 40 !� N 73'S944" E 128.17' VARIABLE WIDTH R/DI GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE p,LTH 0 SECTION 7B C, STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA u RNEST O OR "5 LIC. No. 1837 'A 04 SCALE: 1 =40' 1 DATE.- OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane SURN�,`L Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 1 2760E SHEET 7 OF 13 FAX: (540) 722-9528 Founded in1971 www.greenwayeng.com I STIR 1.3—tM � EX. STORM � SECTION 7A DRAINAGE ESMT. LOT 43 INST. 114DOOJ652 �f ' Co 13 � 1134-E -- —� 5' BRL— EX WGLC '�. �� O 3 = I ESYT I A=7. 41 ' �_ W o I INST. / ti I 1 J0010674 I o� ! ° LOT 42 12410 S.F. I I I 25.0 I LOT 35 L----5' BRL--, — J o -- -- 25.0' 15' BRL N 7J'59 44" E 120.00'I v o I h LOT 41 8400 S.F. cd LOT 36 z 0 0 •• LQ N I I a oW W --- 5'BRL --- 1 0 o z a i5 BRL N 7J'59 44' E 120.00 (- 55 o U3. Im 1 2 Ko LOT 40 o I 8400 S.F. of ^ W LOT J7 L----5'BRL ---� F5" BRL N 7J'59744" E 120.001 I I I I al �m LOT39 �I , LOT 38 9989 S. F. I� I NI I I �° c14S 16'00'16° E NORTHUMBERLAND 40 0 40 58.00' DRIVE GRAPHIC SCALE IN FEET SEE SHEET 9 VARIABLE WIDTH R/W FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA v ERNEST S. TN y SCALE 1 "=40' 1 DATE: OCTOBER 1, 2015 Lic. No 1837 GREENWAY ENGINEERING, INC. l9 /o /�✓J o4' 151 Windy Hill Lane 11 s RN'�,� Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 1 27608 SHEET 8 OF 13 Founded in1971 www.greenwayeng.com I SUB 1J-06 SEE SH ET 8 LOT 39 , LOT 38 0 r� O co �¢50' NORTHU B D N 7�59, e�67' DRIVE 73*59'14 r479' °�T— 17' B63 F 20.Q;' i : 54.Z' SIGHT EX. EX. WGLC DISTANCE ESMT I ESMT I INST. ( N� , 20.0 5 C.SE. 130010674 LOT 25 Ij 20' STORY , 1 DRAINAGE ESMT. 0 m{ 10143 S.F. Aj 6PEN SPACE ,PARCEL 3 ^I 5 BRL _,_, �,� 7118 S.F. h =120.00� LOT 18 . \ N\ 5 gRl N 5729�� \ LOT 24 \ \ U 8340 S.F. \ 20' STORM 0 SO DRAINAGE ESMT. 120. 44 1 N� N °RL N j , `T N 69'4258' E rs. U j LOT 23 19 1 '` { 8554 S.F. LOT ° Nm N { 130' SEWER & m _5' BRL_ _ _ _ K�ATER LINE ESMT. w w° fN 65'12 41 ° E 120.00' S' BRL I 30.0' I I EX. WGLC 5' C. S.F. ESMT LOT 22 mf $ ' Q2 I 1130010674 7705 S.F. NI ` I I I LOT 20 \ 20' PRIVATE A--VI A� S 51'0822' E \ 5' BRL _ _ _ _ _ _ I ACCESS ESMT 21.81' 0N 65-12'41' E 110.32' 40 1 10 40 SEE SHEET 10 JQ I GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE ALTH oF�f SECTION 78 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA u ER EST S. WORTH a SCALE.- 1 --40' DATE.• OCTOBER 1, 2015 Lic. N . 1837 GREENWAY ENGINEERING, INC. /0 i�f� 151 Windy Hill Lane d SURF Engineers Winchester, Yrginia 22602 Surveyors Telephone: (540) 662-4185 ,FAX.- (540) 722-9528 1 2760E SHEET 9 OF 13 Founded in 1971 www.greenwayeng.cwn I SUB 13-06 RESIDUE OF T.M. 44-A-293 BROOKRELD STEPHENSON VILLAGE, L.L.C. INST # 110007387 0 ZONE.- R4, USE VACANT 5' C.S E. 16.75' to SEE SHEET 9 ; LOT 23 LOT 19 -o ifl ( rii II c) rns C) z 00 Q I I ca ti o j w EX. WGLC RE , I � ESMT INST. 0 o z z LOT 22 I A I I IJ0010674 N W o I w W I LOT 20 m S 51'08'22' E o 21.81' N 65'12'41' E 110.32W 42.03' Z L J 20' WATER LINE ESMT. L5 , W /,fie LOT 21 L3 20.0' OPEN SPACE 5.0' 0PARCEL 2 h 25840 SF JQ C13 30' SEWER & N WATER LINE ESMT. 3 a 5' CSE. P0' STORM 5' C.S.E. ;� SECTION 7A DRAINAGE ESMT. 'vim LOT 7 o iN f C` I2 30.0' 50.64 20.0' — 4 0 N 65'1241' E 73.73' EX. DUTCHMAN COURT 50' R/W - - - - INST. 114000J651 r _ 40 0 40 LOT 53 SECTON 58 LOT 51 { LOT 50 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE p,LTH OF y SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA U ERNEST S. N R Lic. N� 37 q�d / S'UR� SCALE: 1 `40' DATE. OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. Z.51 Win HiII Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 27608 SHEET 10 OF 13 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com SUB 13-06 =v c7 CURVE RADIUS ARC DELTA TANGENT BEARING CHORD C1 1000.00' M..70' 20'50'19" 183.88' N 847454' E 361.70' C2 200.00' 69.61 ' 19'56 ;i3' 35.16' S 06'02'00' E 69.26' C3 200.00' 107.76' 30'52'20" 55.22' N 34'3724' W 106.47' C4 200.00' 88.21' 25'16'14' 44.83' N 3725'26' W 87.50' C5 19.50, 35.96' 105'3923" 25.72' S 51'4955" W 31.08' C6 325.00' 100.42' 1742'14" 50.61' N 84'1171' W 100.02' C7 155.00' 56.76' 20'56 51 ' 28.70' N OX02 30' W 56.44' C8 19.00, 29.05' 873.5'37' 18.22' N 51'14'46' E 26.30' C9 19.00, 30.02' 9t732'15' 19.18' N 3749'12' W 27.00' C10 229.00' 24.10' 6'0150' 12.06' N 04'26'00' E 24.09' Ci 1 15.00' 21.66' 8243'03' 13.21 ' S 73'2546' E 19.82' C12 56.00' 99.80' 102'0639' 69.29' S 83'07'36" E 87.11' Ci3 306.00' 83.99' 15'43'33' 42.26' S 66'07'57' W 83.72' C14 364.00' 101.82' 16*0 1J9' 51.25' N 65'5855' E 101.49' C15 1029.00' 377.99' 21'02'49' 191.15' N 8431'09' E 375.87' C15A 1029.00' 54.94' 3'03 34' 27.48' S 86'29'14' E 54.94' C15B 1029.00' 63.80' 33309' 31.91, S 89'4735' E 63.79' C 15C 1029.00' 66.63' 342 36' 33.33` N 8634 32" E 66.62' C15D 1029.00' 66.72' X4934' 34.37' N 824827" E 68.70' C15E 1029.00' 68.72' 3'49'34" 34.37' N 78'58 53' E 68.70' C15F 1029.00' 55.18' 3'04 22" 27.60' N 7573155" E a 18, C16 19.50' 30.63' 90'00'00' 19.50' S 61'00'16" E 27.58' C 17 175.00' 45.84' 15'00 29' 23.05' S 08'30101' £ 45.71' Cie 19.50' 30.63' 90100 00" 19.50' S 28'59 44' W 27.56' C19 225.00' 92.72' 23'36'43' 47.03' S 04*11'54" E 92.07' C20 671,00' 87.70' 729'18' 43.91' S 86'4958' E 87.63' C20A 671.00' 63.54' 5'2533' 31.79' S 85'48'05' E 63.52' C206 671.00' 24.16' 2'03'45' 12.08' S 89'32 44' E 24.15' C21 971.00' 261.45' 15'2539' 131.52' N 81'4234" E 260.66' C21A 971.00' 47.62' 2'4836' 23.82' N 88'0105" E 47.62' C21B 971.00' 71.54' 4'13'16' 35.78' N 84'30'09' E 71.52' C21C 971.00' 71.54' 4'13'16' 35 78' N 80'16'53' E 71.52' C21D 971.00' 70.76' 4'10'31 ' 35.39' N 76'04 59' E 70.74' C22 210.00' 113.77' 31'01 '26' 58.29' N 34'32 51 ' W 112,32' C224 210.00' 67.73' 18'28'49" 34.16' N 28'16'32' W 67.44' C22B 210.00' 45 97' 123237' 23.08' N 4X47'15' W 45.88' C23 190.00, 83.80' 25'16'14' 42.59' N 372526' W 83.12' MA 190.00' 16.51, 4'5848' 8.26' N 4734'10' W 16.51' C238 190.00, 67.29' 20'17'26' 34.00' N 3456'03' W 66.94' C24 190.00' 101.82' 30'42'16" 52.16' N 34'4226W 100.61' C25 210.00' 92.62' 25'16'14" 47.08' N 372526" W 91.87' C25A 210.00' 47.49' 12'5721 ' 23.84' N 43'34'53' W 47.38' C25B 210.00' 45.14' 1218'53' 22.66' N 30'5646' W 45.05' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE ��LT� o�Lr� SE'C77ON 7B STONEWALL MAGISTERIAL DISTRICT, fREDERICK COUNTY, VIRG!NIA E�La u RNE T S. W RTH Lic. N . 1837 tq�l�/� ' d SUR'N SCALE.- N/A DATE. OCTOBER 1, 2015 GREENWAY ENGINEERING, Mc. 157 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 1 2760E SHEET 11 OF 13 FAX.- (540) 722-9525 SUB 13-06 Founded in 1971 www.greenwayeng.com L/NEE LINE BEARING DISTANCE L 1 S 32'29'02" E 24.60' L2 S 23'14 24" E 28.65' L3 N 65'12'33" E 10.57' L4 S 24'4727" E 20.00' L5 S 65'12'33" W 10.57' L6 N 3715'09" W 157.08' L7 N 4636'14" W 24.78' L8 N 62'50'21' E 116.88' L9 N 61'00'16" W 37.56'. L 10 N 5 1'5043" E 40.70' L l l S 30'36 58" E 37.09' L12 S 37'49'13" E 36.91' L 13 N 8354 43' W 124.69' L14 N 71'0153' E 42.30' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE.• N/A DATE.' OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. I51 Windy Hill Lane Engineers Winchester, llit*nia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Pounded in 1971 www.greenwayeng.com TH Lic. No 1837 SUO'.ar' SETBACK REQUIREMENTS THE TABLE BELOW REFLECTS THE SETBACK REQUIREMEMS LISTED UNDER 'MINIMUM DESIGN STANDARDS" AS SHOWN ON SHEET No. 3 OF THE APPROVED SUBDMSION DESIGN PLAN FOR SNOWDEN BRIDGE SECTION 7. HOUSING UNIT TYPE 5 HOUSING NAME MODIFIED SINGLE FAMILY SMALL LOT MIN FRONT YARD SETBACK fROM R/W OR PRIVATE 20' STREET TO DWELLING MIN. REAR YARD 15 SETBACK TO DWELLING MIN. SETBACK DIST 10' (0' FOR THE ATTACHED OPTION) BETWEEN DWELLING UNITS MIN. SIDE YARD SETBACK ON INTERIOR LOT LINE SIDE/ COMBINED TOTAL SIDE YARD 5%10%10' (0' FOR ZERO LOT LINE SETBACK/CORNER LOT (OR SIDE WITH A COMBINED TOTAL OF 10) END UNIT TOWNHOUSE) SIDE YARD MIN. SETBACK TO GARAGE 20%15' FROM STREET/ALLEY MIN. SETBACK FROM GARAGE TO INTERIOR LOT LINE SIDE 5110' (0' ZERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT TOWNHOUSE) SIDE YARD DECK MIN. SETBACK TO INTERIOR LOT LINE SIDE 5110' (0' ZERO LOT TUNE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT TOWNHOUSE) SIDE YARD DECK MIN. SETBACK REAR YARD/REAR YARD 10 /3' ABUT LING OPEN SPACE FRONT PORCHES, STOOPS, AND STEPS MAY EXTEND 12' INTO FRONT YARD SETBACK FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 78 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE: N/A I DATE: OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane 41-V F:'ngineers Winchester, rirginia 22602 Surveyors 1 elephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.g?eenwayeng.corn TH OF Lic. Nel' 1837 12760B SHEET 13 OF 13 -n c� 0 0 00 Y ii-"(AMA: Fk-DGRICK COUNT Y.SC1. This instrument of writing was produced to me on 1,2,—q-15 at �/'SI/ /s P?. and with certificate acknowledgement thereto annexed was admitted to record. far imposed by Sec. 58.1-802 of SAVk, and 58.1-801 have been paid, if assessable. e �� , Clerk FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA OCTOBER 1, 2015 00� Ro Pp °. �o Rt P Old Charles Town Road S�Owde/) 00 G •o co CD a SITE VICINITY MAP 1" = 2000' , 0WNER'S CERTIFICATE THE ABOVE AND FOREGOING SUBDIVISION, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. ALL LOT CORNER MONUMENTATION WILL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING O DINANCE SECTION 144-30 BY A LAND SURVEYOR LICENSED IN THE COMMONWEALTH VIRGI lA. yCO�''� COMMONWEALTH OF VIRGINIA Z CITY / COUNTY OF�rzE8e-,c TO WIT. ' Q 36��649>> THE FOREGOING OWNER'S CERTIFICATE AS ACKNOWLEDGED%?�F9�eLiC .• G����,; BEFORE ME THIS �_ DAY OF NIQyiffibw20 ''�,; TH O F BY MY COMMISSION EXPIRES , 201S . REGISTRATION No. 3 4:11 A TAR P lC SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS SUBDIVISION IS A PORTION OF THE LAND CONVEYED TO BROOKFIELD STEPHENSON VILLAGE, L.L.C. BY DEED DATED OCTOBER 15, 2004 AS INSTRUMENT No. 040021293 AND BY DEED DATED JULY 28, 2011 AS INSTRUMENT No. 1 10007387 AND BY BOUNDARY LINE ADJUSTMENTS RECORDED AS INSTRUMENT Nos. 070005227 AND 110007J86, ALL OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT CLERK'S OFFICE. A CONSTRUCTION BOND IS TO BE POSTED FOR LOT CORNER MONUMENTATION OF THIS SUBDIVISION. I FURTHER CERTIFY THAT SHOULD MY SERVICES BE RETAINED FOR THE PURPOSE OF SETTING LOT CORNER MONUMENTS, SAID MONUMENTS WILL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING ORDINANCE SECTION 144-30. ERNEST S. H LZW H, L. S. PARENT TAX PARCEL IDEV SICA TION BROOKFIELD STEPHENSON VILLAGE, L.L.C. T.M. 44—A-293 10 1. 69 70 ACRES ZONE. R4 USE' VACANT BROOKFIELD STEPHENSON VILLAGE, L.L.C. T.M. 44—A-292A 119.0704 ACRES ZONE.- R4 USE' VACANT APPROVALS: /r , FREDER �' F UN TY NITATION AUTHORITY DATE A VIRGIN E ART OF TRANSPO DATE •- FREDERICK COUNTY SUBDIVISION ADMINISTRATOR DATE s _ s ERNEST S. 0 TH a Lic. No: 1837 GREENWAY ENGINEERING 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors SURV-007 F Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 12760E SHEET 1 OF 13 www.greenwayeng.com SUB 13-06 SECTION 7B AREA TABULATION: LOTS (25) 5.2049 ACRES OPEN SPACE 0.7566 ACRES PUBLIC RIGHT-OF-WAY 1.0098 ACRES PRIVATE ACCESS DRIVE 0.2265 ACRES TOTAL SECTION 78 7.1978 ACRES T.M. 44-A-292A 119.0704 ACRES AREA OF SECTION 7B FROM 44-A-292A -2.1467 ACRES RESIDUE OF T.M. 44 A-292A 116.9237 ACRES T.M. 44-A-293 101.6970 ACRES AREA OF SECTION 7B FROM 44-A-293 -5.0511 ACRES RESIDUE OF T.M. 44 A-293 96.6459 ACRES SNOWDEN BRIDGE AREA TABULATION SECTION 1 21.8444 ACRES SECTION 2 21.4010 ACRES SECTION 3 11.0618 ACRES SECTION 4 13.7710 ACRES SECTION 2 ADDITION 1.3469 ACRES SECTION 5A 7.1544 ACRES SECTION 6A 1.2552 ACRES SECTION 6B 8.2127 ACRES SECTION 5B 8.2963 ACRES SECTION 7A 19.4808 ACRES SECTION 7B 7.1978 ACRES TOTAL 121.0223 ACRES LEGEND BRL = BUILDING RESTRICTION LINE PER ZONING ORDINANCE = CENTERLINE R/W = RIGHT OF WAY 0 = PROPERTY CORNER PROFFERS 1. PROFFERS NOTES C.S.E. = 5' COMMON SHARED UTILITY EASEMENT ESMT. = EASEMENT EX. = EXISTING S.F. = SQUARE FEET INST. # = INSTRUMENT NUMBER WGLC = WASHINGTON GAS LIGHT COMPANY EASEMENT RECORDED AS INST. # 130010674 ON FILE /N FREDERICK COUNTY, VA. AS REZONING APPLICATION # 06-03. 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A METES & BOUNDS DESCRIPTION RECORDED AS INSTRUMENT No. 04002129J AND BOUNDARY LINE ADJUSTMENT PLATS RECORDED AS INSTRUMENT Nos. 070005227 AND 110007386, ALL IN THE FREDERICK COUNTY CIRCUIT COURT CLERK'S OFFICE. 2. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. 3. THE PROPERTY SHOWN HEREON LIES ENTIRELY WITHIN ZONE X, AREAS OF DETERMINED TO BE OUTSIDE THE 0.27. ANNUAL CHANCE FLOODPLA/N, PER N.F.I.P. FLOOD INSURANCE RATE MAP N0. 51069CO250D, DATED SEPTFMBER 2, 2009. 4. ALL EASEMENTS SHOWN ON THIS PLAT, OTHER THAN THOSE LABELED AS EXISTING, ARE HEREBY GRANTED. 5. NORTHUMBERLAND DRIVE AND VALISE WAY ARE HEREBY DEDICATED FOR PUBLIC USE. 6. ALL SINGLE FAMILY LOTS ARE DESIGNATED AS TYPE 5 UNIT TYPES PER THE APPROVED SECTION 7 PLAN. 7. SEE SHEET 13 FOR SETBACK REQUIREMENTS & SNOWDEN BRIDGE SECTION 7A /S RECORDED AS INSTRUMENT No. 140003652. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE N- 0 SEC77ON 7B C �� G STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA c, ERNEST S. H ORTH SCALE. 1" 40' DATE.• OCTOBER 1, 2015 Lic. No. 1837 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane �1� •�0 Engineers Winchester, Virginia 22602 8UP-'q ' Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 Founded in 1971 www.greenwayeng.com 27608 SHEET 2 OF SUB 13-OR 13 JA �0 a SHEET LIST TABLE SHEET No. SHEET TITLE 1 COVER 2 NOTES 3 INDEX 4 LOTS 21-19 5 LOTS 14-18 6 LOTS 26-30 7 LOTS 35-38 200 0 200 GRAPHIC SCALE (IN FEET) 8 LOTS 39-42 9 LOTS 22-25 10 OPEN SPACE 2 11 TABLES 12 TABLES 13 SETBACKS FINAL SUBDIVISION PL.A T SNOWDEN BRIDGE SECTION 78 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE 1 " 200' DATE OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.com OS = OPEN SPACE PARCEL p,LTH 0; i P ERNEST S. HbRTH Lic. No. 1837 SURV�_j 2760E SHEET 3 OF 1 SUB 13-06 rn tz i W 0 Iz X W m SEE SHEET 5 1 � 10.0' LOT 18 ° 80670 LOT 17 ; 20' STORM DRAINAGE ESMT LOT 16 _ \ S 69'42 58"- 0 6352 � cl 10.0' W 144.20' - °moo 1 LOT 23 UI 10' BRL I m LOT 19 ml h 'o. 9886 S. F. �I ' 10. D ao ! I I I 10.0' --— _----- 5' BRL — — w I (--------------- ° SECTION 7� 5' C.S.E. I I S 65' 12'41 " W 149.20' 5' BRL O cor22 �a Iim LOT20 i o Ilo 10444 SF ml o N U EX. WGLC ESMT I h 3 INST. J0010674 I ^ m — — 5' BRL E -� ^ ~— L- i I— — —S 65'12'41 " W 149.20' 5' BRL = N z N I I Qo � oo Im ,, I , CQ 00o Fo LOT 21 m I o SEC7707Al ',I IN 11936 S.F. I LOT %? N I N I I w �N I I � U 5' C.S.E. I 3 -----5------� J BRL 0.' °' ° N 65'12'41 " - - ' ° E 149.20 z o I - I SEC, TION^.' 71 O\��Q L N 65'12'41 " E 93.7J' 20.0' LOT 7 30' SEWER & WATER LINE ESMT LOT 8 LOT o C�o� _Z I EX. DUTCHMAN COURT 40 0 40 iiiii INST. 114000J651 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE. 1 =40' DATE• OCTOBER 1, 2015 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.com 'TH OF Lic. No."1837 _SUP.-4 13 .11 OPEN SPACE SEE SHEET 9 1 . - EXESMTLC / i PARCEL 3 INST.00-16" W 135.86 _ -AA GRID MERIDIAN 130010674 // N_� I _ — ` VA NORTH ZONE _ _ 1BRL of \ LOT 6 �1 v o \ 8756 S.F. 'Z 1 O� 20' STORM v \ � " 129 DRA/NAGS ESMT. 11'49'45 W 04 J o a 1 x 1 r 0 r---5 BRL C LOT 19 \�W LOT 17 8 N C� 8280 S.F. �� n i r N 10. D' � 10.0' �� . gRL N 07-36'29" W 117 39' � o W )N0 __------1 5 BRL I W I ml �/ Im LOT 16 NI N 8066 SF. I � /STORM I " I 5 C. S E. EX �1#140 p' GE ESMT 52 L BRL N 03'2313 W 122.24 A p 60 -- p3-------- o INST' 5-r-BRL------- i Q i N Im I SECTION 7A I, LOT 15 I LOT 13 R ' � I" 8251 S. F. A-22.62' 6 I ml hl I of i �o= 0 to 0 m o I ^ LOT 14 I SIGHT DISTANCE 8977 S.F. I ESMT `4 5' I C.S E. EX. WGLC NI v v I ' 10 BRL ESMT. 1 A= N 4 i o INST. 1140003652 NOT?656-� 6 .?j• F BLACKFORD DRIVE 7159' F 0 c9 0 58' R/W �� _ STORM --_ DRAINAGE ESMT. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC 77ON 7B STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SCALE. 1 =40' DATE OCTOBER 1, 2015 -A ej7\ GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Vrginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.com ,TH p;Y Lic. No. •l 837 -•M.� SURV�;� 13 MD8,3 114 w E,4 JLL I JI "� LOT 38 LOT 37 � - - — O� N 12'55'5e W 141.68S' BRL I I 4i 1, LOT 26 m 1 ,� 9874 S.F. I LOT 34 �I 5' C.S E I I oI S 09'06'20" E 128.9J' — 5' BRLJI -- o N r ------ ' 5—BRL � I� i m I o I N 10.0' 3 ,v LOT27 �I - for; v 9095 S.F. LC) I I �I � I q)o �S 051646- -E 121.52_ 5' BRL I I 4 I 5' BRL -7 EX. 20' STORM W I v I $ DRAINAGE ESMT. LOT 28 I ►� INST. 114000J652 8445 S.F. o , SEC,'lt�;t/ 7A I `r 10.0 t O1 JG 6 __ —E 11848' S• BRy l o LOT 29 I I N 8002 S. F. ° BRIOr I h Cl) - - ¢`3 F LOT 30 9400 S.F. �I ml OPEN SPACE a ` )/ ^ PARCEL 4 7 o \ � 1/0' BRL I i )�E s� 06• E o o �¢ CO C7 0 40 0003652 GRAPHIC SALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE. 1 =40' DATE• OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.com .LTH OF Lic. No.101837 ��t �vi � 13 SECTION 7A LOT 43 O , %y, \ ; St_CTION 7A y r-- M. / �1kVl �'sl LOT j8 STORY O EXESMT. C!�6�.DRAINAGE ESMT �S�i sr000�6s? �- INST 1{ 1 JO010674 G� 0 - T � o N LOT 42 I - 1 � BRL \ C6 5' C.S.E. o 0.- Z Q LOT 35 0 i � m 8947 S.F. m l O -- 25.0' L------- 5' BRL—� 25.0 I _-- _ _ _ _ _ - S—03 St Cr`l iaf /7 73'59744" W 124.91' ' BR i LOT 74 y LOT 41 f cW h 0 8�6 36 ml i = EX. 20'STORM a I �, DRAINAGE ESMT. INST. #14000J652 L-------- 5'BRL J N 0 —0 7.3'59 — -W 121.47 5' BR 1 ........... - I LOT 40 g o I J LOT 37 ml o :o I m 7779 S.F. ^► -- ^� L----S BRL ---J _ _ _ _ _ _ _ _ 5' C.S E. rS 7.3'59'44" W 117.93' S' BRLI LOT 26 I LOT 39 I J LOT 38 m 8640 S. F. h I h I 7.06' I o ^ I 'Zt �I I / STORM — DRAINAGE SMT � to N 73'5944" E 39 17' C15F 0 11 0- NORTHUMBERLAND —� ,3 ao, 44_50' 867' _DR_j`TE - " , VARIABLE WIDTH R/W -40 0 4 v, N 7.3'59 44 E 128.17 GRAPHIC SCALE IN FEET FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA ERN S 0 0 9 SCALE. 1 "=40' DATE. OCTOBER 1, 2015 LIc. N 1837 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 SUPN Surveyors Telephone: (540) 662-4185 FAX. (540) yeng. co 2760B SHEET 7 OF 13 Founded in 1971 www.greenwayeng.com SUB 13-06 EX. STORM SECTION 7A DRAINAGE ESMT-,, LOT 4.3 INST. 1140003652 N 69-11'34_ E 139.33' _ _ — r 5' BRL EX. WGLC G ESMT. INST. # I 1JO010674 1 I� I m LOT 42 41 T- , s \11'- 0,A='� os�sO�� o -- I 12410 S.F. cVl 1 I I I L2�5.0' LOT 35 _ I -- — 5' BRL---- __ -1 25.0' 5' BRL N 73'5944" E 121.00 �o Im LOT41 jI 8400 S. F. o N I N I LOT 36 W W L--- 50 BRL -----j - `�i W to h o 5' BRL N 73'59'44" E f20 00 W LOT 40 8400 S.F. mol o Fro LOT 37 I 5' BRL 0 (5' BRL N 73'59'44" E 120 00'1 o � I� I m LOT 39 I o � A 9989 S F. m 1 LOT 38 I )o 10, BRL— — — — — - i / C14 S 16.00'16" E NORTHUMBERLAND 40 0 40 W.00' DRIVE - 1 GRAPHIC SCALE (IN FEET) SEE SHEET 9 VARIABLE WIDTH R/W FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 78 STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA i SCALE. 1 "=40' DATE.• OCTOBER 1, 2015 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane 44T� Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX.- (540) 722-9528 2 Founded in 1971 www.greenwayeng.com ,NI.TH OF Lic. No, 1837 suRv�� 8 OF 13 � SEE SH ET 8 , LOT 39 � ►�+ � a - - ............... '0 ��;' LOT 38 RESIDUE OF T.M. 44-A-293�— BROOKFIELD STE.PHENSON VILLAGE, L. L. C. o 0 44 5 p NOR TH UM - INST # 110007387 ZONE. R4, USE. VACANT h N 7s.59. " 8� 67' DRI BERLAND CO)5' C.S E. C1.3 44 E' 12817— A gB--- - N 7X59'44" WIDTH R/W�� 0 128.17' 96 16.75' — `34 79 `�', 011-11, 20.03' 54..35, BRL LS L 14 - I EX. WGLC SIGHT o I ESMT. DISTANCE ESMTINST i c� W , 1 1 JO010674 01 " 1 �1 20. of 20' STORM 5 C. S. E. oo' 1 LOT 25 4 , i DRAINAGE ESMT. ml 10143 S. F. 9� 1 i,� 6PEN SPACE N _ o i `PARCEL 3 w h I 5' BRL — _ J i N 7118 S. F. 3 1 Q� 1 z LOT 18 --- o tn 1 RL N 52029 �' \ w � ,00 0 \ LOT 24 8340 S.F. 20' STORM w \ 71 DRAINAGE ESMT. LL BRL- Q�Q \ 5�� �1-20.00\ o -- �-�55 0 0 z •- 0 ao , 78 a N 69'4258" E i 9 19.20' LOT 23 I 8554 S.F. ml LOT 19 130' SEWER & L _5' BRL____ N g WA TER LINE ESMT w LAJ g __--_____ --__ N 65' f2'4 f " E 120.00' S' BRL 1 30.0' 1 1 EX. WGLC 5' C.S ESMT - W f r INST. LOT22 ml Q I 11JO010674 O9b �o \7705 S.F. co i LOT 20 `'20' PRIVATE S 5108 22 E A _ \ 5 BRL _ 1 ACCESS ESMT. o _ _ _ 1 V �0� 21.8f ° N 65'12'41 " E 110.32' 40 ! I 0 40 JQSEE SHEET 10 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE�p,LTH SECTION 7B G STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA c, ERNEST S. H TH SCALE.- 1 "-40' DATE. OCTOBER 1, 2015 Lic. No. 837 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 SjJRV�' Surveyors Telephone: (540) 662-4185 Founded in 1971 FAX.- (540) 722-9528 2760E SHEET 9 OF www.greenwayeng.com I SEE SHEET 9 LOT 23 i I V U) W �ti LOT22 fA� U S 51'08'220E� 21.81' N 65'12'41 " E 110.32' W 42.03' d z� 20' WATER LINE ESMT. L5 h � h 144 L3 it ,�; OPEN SPACE 5. o' PARCEL 2 O� 25840 S F. 1 30' SEWER & WATER LINE ESMT. E EX. 20' STORM 5' C.S E. DRAINAGE ESMT 20.0' . LOT 19 EX WGLC ESMT. I INST. # I I130010674 i i LOT 20 I i LJ �. W W LOT 21 SLAC 11ON 7A L j T ; i ` 50.64' 20.0 4 i C�\0 ------ o N 65'12'41 " E 73.73' EX. DUTCHMAN -COURT _ 50' R,4 - - \� INST. 114000J651 40 0 40 LOT 53 10T 52 ` --_ mmmi LOT 1 i LC + .50 GRAPHIC SCALE (IN FEET) SECTiOA 58 i FINAL SUBDIVISION PLAT SNOWDEN BRIDGE �p,LTH pF� SECTION 7B STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA NEST S. H TH y SCALE- 1 =40' DATE: OCTOBER 1, 20 55 Llc. N0. 1837 GREENWAY ENGINEERING, INC. 1��j' �. -/tN 151 Windy Hill Lane / Engineers Winchester, Virginia 22602 S`URV�'� Surveyors Telephone: (540) 662-4185 Founded in 1971 FAX' (540) 722-9528 2760B SHEET 10 OF 13 www.greenwayeng.com SUB 13-06 CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 CIO C11 C12 C13 C14 C15 C15A C15B C15C C15D C15E C15F C16 C17 C18 C19 C20 C20A C208 C21 C2M C218 C21C C21D C22 C224 C228 C23 C23A C23B C24 C25 C254 C258 RADIUS 1000.00, 200.00' 200.00' 200.00' 19.50' 325.00' 155.00' 19.00' 19.00' 229.00' 15.00' 56.00' 306.00' 364.00' 1029.00' 1029.00' 1029.00' 1029.00' 1029.00' 1029.00' 1029.00' 19.50' 175.00' 1 19.50' 225.00' 671.00' 671.00' 671.00' 971.00' 971.00' 971.00' 971.00' 971.00' 210.00' 210.00' 210.00' 190.00' 190.00' 190.00, 190.00, 210.00' 210.00' 210.00' ARC 363 70' 69.61' 1OZ76' 88.21' 35.96' 100.42' 56.76' 29.05' 30.02' 24.10' 21.66' 99.80' 8.3 99' 101.82' 377.99' 54.94' 63.80' 66.63' 68.72' 66.72' 55.18' 30.63' 45.84' 30.63' 92.72' 87.70' 63.54' 24.16' 261.45' 47.62' 71.54' 71.54' 70.76' 113 71' 67.73' 45.97' 83.80' 16.51 ' 67.29' 101.82' 92.62' 47.49' 45.14' DELTA 20'50'19' 19'5633" 30'52'20" 25'16'14" 105'3923' 1742'14' 20'58'51 " 8735'37" 90'32'15" 6'0 1'50" 82'43'03" 102'06'39" 15'4333' 16*01'39" 21'02'49" 3'03'34" 3'33'09" 3'4236" 3'49340 3'4934" 3'04'22' 90'00'00' 15'00'29" 90'00'00" 23'3643" 7'29'18' 525'33" 2'0345' 15'2539" 2'48'36" 4'13'16" 4'13'16' 4'10'31 " 31'01'26" 18'2849" 12'3237" 25'16'14" 4'5848' 20'17'26" 30'42'16" 25' 16'14" 12'57'21 " 12'18'53' TANGENT 183.88' 35.16' 55.22' 44.83' 25.72' S0.61' 28.70' 18.22' 19.18' 12.06' 13.21' 69.29' 42.26' 51.25' 191.15' 27.48' 31.91' 33.33' 34.37' 34.37' 27.60' 19.50' 23.05' 19.50' 47.03' 43.91 ' 31.79' 12.08' 131.52' 2.3 82' 35.78' 35.78' 35.39' 58.29' 34.16' 23.08 42.59' 8.26' 34.00' 52.16' 47.08' 23.84' 22.66' BEARING N 84'2454" E S 06'02'00" E N 34'3724" W N 37'25'26" W S 51'4955" W N 84'11'31 " W N 03 02'30" W N 51'14'46" E N 3749'12" W N 04'26'00" E S 73'2548" E S 83'07'36" E S 66'07'57" W N 65'56'55" E N 84'31'09" £ S 86'29'14-NE S 894735" E N 86'34'32" E N 82'48'27' £ N 7858'53" E N 75'31'55" E S 6100'16" E S 08'30'O1 " E S 285944" W S 04' 11 '54" E S 864958" £ S 85'48'05" £ S 89'3244" E N 814234" E N 88'01'05' E N 84'30'09' E N 80'16'53" E N 76'04'59" E N 3432'51 " W N 28'16'32" W N 43'47'15" W N 3725'26' W N 4734'10" W N 34'56'03' W N 344226' W N 372526' W N 4334'53' W N 30'5646" W CHORD 361.70' 69.26' 106.47' 87.50' 31.08' 100.02' 56.44' 26.30' 27.00' 24.09' 19.82' 87.11' 83.72' 101.49' 375.87' 54.94' 63.79' 66.62' 68.70' 68.70' 55.18' 27.58' 45.71' 27.58' 92.07' 87.63' 63.52' 24.15' 260.660 47.62' 71.52' 71.52' 70.74' 112.32' 67.44' 45 88' 83.12' 16.51 ' 66.94, 100.61' 91.87' 47.38' 45.05, FINAL SUBDIVISION PLA T SNOWDEN BRIDGE SECTION 7B STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, i/lRGINIA SCALE.• N/A DATE OCTOBER 1, 2015 _/tN GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 14-;r Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 Founded in 1971 www.greenwayeng.com p,LTH OF LRNEST S. HOL207 Lic. No. 837 sURv�� 760B SHEET 11 OF 13 L SETBACK REQUIREMENTS THE TABLE BELOW REFLECTS THE SETBACK REQUIREMENTS LISTED UNDER "MINIMUM DESIGN STANDARDS' AS SHOWN ON SHEET No. 3 OF THE APPROVED SUBDMSION DESIGN PLAN FOR SNOWDEN BRIDGE SECTION 7. HOUSING UNIT TYPE 5 HOUSING NAME MODIFIED SINGLE FAMILY SMALL LOT MIN. FRONT YARD SETBACK FROM R/W OR PRIVATE 20' STREET TO DWELLING MIN. REAR YARD SETBACK TO DWELLING 15, MIN. SETBACK DIST10' BETWEEN DWELLLINGG UNITS (0' FOR THE ATTACHED OPTION ) MIN. SIDE YARD SETBACK ON INTERIOR LOT LINE SIDE/ COMBINED TOTAL SIDE YARD 5110110' (0' FOR ZERO LOT LINE SETBACK/CORNER LOT (OR SIDE WITH A COMBINED TOTAL OF 10) END UNIT TOWNHOUSE) SIDE YARD MIN. SETBACK TO GARAGE FROM STREET/ALLEY 20/15' MIN. SETBACK FROM GARAGE TO INTERIOR LOT LINE SIDE 5/10' (0' ZERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT TOWNHOUSE) SIDE YARD DECK MIN. SETBACK TO INTERIOR LOT LINE SIDE 5110' (0' ZERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT TOWNHOUSE) SIDE YARD DECK MIN. SETBACK REAR YARD/REAR YARD 10 /3' ABUTTING OPEN SPACE FRONT PORCHES, STOOPS, AND STEPS MAY EXTEND 12' INTO FRONT YARD SETBACK STONEWALL SCALE. N Founded in 1971 FINAL SUBDIVISION PLA T SNOWDEN BRIDGE SECTION 7B MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA ADATE.• OCTOBER 1, 2015 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 www.greenwayeng.com NLTH p7� P r Lic. No. �837 SURvs:!�i ^T 13 OF 13 13-06 l ,:�not-o & rL `76 \ C COUNTY Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 May 16, 2014 Evan Wyatt, AICP Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Final Plats — Snowden Bridge, Section 7A Property Identification Number 44-A-293 & 292A Dear Evan: This letter is to confirm that the final plats for Snowden Bridge Section 7A are administratively approved. This subdivision allows for the development of 42 single family lots. Three (3) copies of the approved plats have been provided to you for your records and distribution. Please return a copy of the recorded plats to this office and feel free to call me if you have any questions regarding this subdivision. Sincerely, Mark R. Cheran Zoning and Subdivision Administrator MRC/dlw cc: Charles S. DeHaven, Jr., Stonewall District Supervisor Gary Oates and Stan Crockett, Stonewall District Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue Patrick Fly, GIS Brookfield Stephenson Village, LLC, 8500 Executive Park Ave., Ste. 300, Fairfax, VA 22031 107 North Kent Street, Suite 202 9 Winchester, Virginia 22601-5000 �L- GREENWAY ENGINEERING 151 Windy Hill Lane Founded in. 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 7A Subdivision Plat File No: 2760B Date: Tues, July 16, 2013 To: EC Planning Attn: Mark Cheran Copied Delivery: ❑ Fed Ex ❑ Other_ ❑ U.S. Mail J U l_ 1 6 2013 Pt n^; From: Ernie Holzworth/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 0 Courier ❑ Pick Up ❑ Urgent 0 For Your Review ❑ As You Requested 0 Please Comment Message Mark, Attached is the following for your review and comments: -1 "Draft" copy of the Final Subdivision Plat Snowden Bridge Section 7A dated July 16, 2013 NOTE: Once we receive approval signatures from VDOT and FCSA and obtain owner's signature, we will forward to your office for final approval signature when we receive verbal approval from your office. Thank you for your assistance. Hand Delivery and Pick Ups Only: Received by: Yo Date: 1 1 1 (9 l 1 3 Please Print Name: L0+ Document Approval Farm J U L 16 2013 Fr, u..,,.�.,i� i;v J,'dTV P; ANIr. �..., :r, j PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE BATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT 1tfEET YOUR APPROVAL, PLEASE PROVIDE COMMENTS AS TO WHA T YO U WO ULD LIKE TO HA VE COMPLETED. Initials Bate &i Time Candice (Mari) Dana Eric Mike John COMMENTS: Deceived by Clerical Staff' (Bate & Time): (S:0fffce on Bfackbox orniODocurnent Approval Form — 09/15/12) ` If . m I FINAL SUBDIVISION PLAT SNOWDEN BRIDGE o SEcnON 7A STONEWALL MAGISTERdML DISTRICT, FREDERICK COUMY, WRGINIA JULY 16. 2013 �Dii1,► G3 VICDaW MAP OWNER'S CERTIFICATE THE ABOVE AND FOREGOING SUBDMSION, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH 7H£ DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. ALL LOT CORNER MON T ON WILL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING DIVA CE S 7T0 1 —30 BY A LAND SURVEYOR LICENSED IN THE COMMONW Vl LA. cl COMMONWEALTH OF GINL4 �. J�IDt/� •. y CITY / OUN OF iei-i k- To WIT - THE FOREGOING OWNERS CER77F7C47F WAS ACKNOWLEDGED = as , 0 o BEFORE ME 7HI5 15 +-6 DAY OF 1 ' .o •r •.. �ti ' �' 20 s MNQy •: `O. BY ��c�nalzl�_ 'ta \Ji 1' 1/p�v;P �- •,����• .,����,; MY COMMISSION EXPIRES Feb. ZA , 20J to, REGISM477ON No. 2A (o ( 0 (o i i URVEYOR S CERTIFICATE I HEREBY CERTIFY THAT 7H£ LAND CONTAINED IN THIS SUBDMSION IS A POR77ON OF THE LAND CONVEYED TO BROOKnELD STEPHENSON VILLAGE, L.L.C. BY DEED DATED OCTOBER 15, 2004 AS INSTRUMENT No. 040021293 AND BY DEED DA7FD JULY 28, 2011 AS INSTRUMENT No. 110007367 AND BY BOUNDARY LINE ADJUSTMENTS RECORDED AS INSTRUMENT Nos. 070005227 AND 110007386, ALL OF RECORD IN THE FREDERICK COUNTY CIRCUIT COURT CLERKS OFFICE. A CONSTRUC77ON BOND /S TO BE POSTED FOR LOT CORNER MONUMENTA770N OF 7HIS SUBDMSION. I FURTHER CER77FY THAT SHOULD MY SERVICES BE RETAINED FOR 7HE PURPOSE OF SETTING LOT CORNER MONUMENTS, SAID MONUMENTS WILL BE SET IN ACCORDANCE WITH FREDERICK COUNTY ZONING ORDINANCE SEC77ON 144-30. L.S. BROOKnELD S7EPHENSON VILLAGE; L.L.C. T.M. 44 A-293 11& 1076 ACRES ZONE R4 USE' VACANT BROOKF7ELD STEPHENSON VILLAGE; L.L.C. T.M. 44 A-292A 122.1406 ACRES ZONE: R4 USE: VACANT FRED COUNTY SANlT�AVWORITY D4 73 V! ! P .��' /Z OF 177AIY RTAl70N Fl4EDER/GK COUNTY SUBDMSION ADMlNlSM4IDR DOTE r GREENWAY ENGINEERING 151 Windy hill Lane Sry Winchester, Virginia 22602 Telephone: (540) 662-4185 FAX- (540) 722-9528 Founded in 1971 N,ww-8reenyyaeng com p- NL TH o- S S. H Lic. N . 1837 7%/0 - LOTS (42) 8.5843 ACRES OPEN SPACE 8.0659 ACRES PUBUC RIGHT—OF—WAY 2.7778 ACRES PRIVATE ACCESS DRIVE 0.0528 ACRES TOTAL SEC17ON 7A 19.4608 ACRES T.M. 44—A-2924 122.1406 ACRES AREA OF SEC77ON 7A FROM 44—A-2924 —3.0702 ACRES RESIDUE OF T.M. 44 A-292A 119.0704 ACRES T.M. 44—A-293 118.1076 ACRES AREA OF SEC77ON 7A FROM 44 A-293 —16.4106 ACRES RESIDUE OF T.M. 44—A-293 101.6970 ACRES SECTION 1 21.8444 ACRES SECTION 2 21.4010 ACRES SECTION 3 11.0618 ACRES SECTION 4 1J.7710 ACRES SECTION 2 ADDITION 1.3469 ACRES SEC77ON 5A Z 1544 ACRES SEC77ON 6A 1.2552 ACRES SECT70N 6B 8.2127 ACRES SECTION 58 8.2963 ACRES SECTION 7A 19.4808 ACRES TOTAL 113.8245 ACRES LEGEND BRL = BUILDING RESTRIC77ON UNE C.S.E. = 5' COMMON SHARED UAL/lY EASEMENT PER ZONING ORDINANCE £SMT. = EASEMENT = CENTERUNE R/W =RIGHT OF WAY EX. = EXISTING S.F. O =PROPERTY CORNER =SQUARE FEET INST.J = INSTRUMENT NUMBER PROFFERS 1. PROFFERS ON FILE IN FREDERICK COUNTY, VA. AS REZONING APPLICATION i 06-03. NOTES I. THE BOUNDARY INFORAM77ON SHOWN HEREON IS BASED ON A METES & BOUNDS DESCRIP770N RECORDED AS 107RUMENT No. 040021293 AND BOUNDARY LINE ALUUSTUENT PLATS RECORDED AS 107RUMENT Nos 070005227 AND 110007386, ALL IN THE FREDERICK COUNTY CIRCUIT COURT CLERKS OFFICE. 2. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN. 3. THE PROPERTY SHOWN HEREON LIES ENARELY W77H1N ZONE X, AREAS OF DETERMINED TO NE OUTSIDE THE 0.2Z ANNUAL CHANCE FZOODPLAIN, PER N.F.I.P, fL00D INSURANCE RATE MAP NO. 5106902500, DRIED SEPIEMBER 2, 2009. 4. ALL EASEMENTS SHOWN ON THIS PLAT, GRAMED. OTHER ITfAIV (HOSE LABELED AS EXISTING, ARE HEREBY 5 NORTHUMBERLAND DRIVE, FARMHOUSE COURT AND BLACKFORD DRIVE ARE HEREBY DEDICATED FOR PUBLIC USE. 6. ALL SINGLE FAMILY LOTS ARE DESIGNAMD AS TYPE 5 UNIT TYPES PER THE APPROVED SEC77ON 7 PLANN, 7. SEE SHEET 36 FOR SETBACK REQUIREMENTS FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA v S.. Lic. N . 1 37 SCALE' l'=40' LATE- JULY 16, 2013 GREENWAY ENGINEERING,. 151 WindyMZULaw su sngin ors N*whester, Vulbsia 22602 Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 wiyK;greenwayeng.com 2760E SHEET 2 OF 36 STIR 1_;-n5 0 0 m N .r it SHEET LIST TABLE gw / SHEP7 MLE 1 COVER 1 NOIES 3 INOEX 4 L07S l 1 5 L07S 3-6 6 L07S 7-12 7 L07S 12-1J B L07S 66-67 9 L07S 62-65 10 LOTS 56-61 11 LOTS 54-57 12 LOIS 49-53 13 L07S 47-48 14 L07S 4J-46 15 L01S 33-J4 16 LO1S J1-32 l7 OPDV SPACE 5 1 18 OPEN SPACE 5 1 19 ap"M SPACE' 5 J v bg � pt 64 tof 40 42 fry,' v& �v 35 F� '�E v �C 401 36 �•r0 y0 39 J8 26 27 v 3 w LOB FUTURE SECTION 7= 28 29 Q 30 a 25 24 N q Z 23 i 19 c ` 22 ' 20 LOT B� 21 LOT 12 LOTS K go � Q L0T4 ti g LoraJ EX DUTCHMAN COURT EQ; ALAMO PLACE 200 0 200 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE L SEC7ION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINL4SCALE 0-40' DATE JULY 16, 2013 GREENWAY ENGINEERING,151 WindyHill Lane SWinchesterYuginia 22602 Telephone; (540) 662-4185 11 PAX (540) 722-9528 Founded in 1971 ,,,,,,w o,,,o,,,,,,,, e,,,, OPEN SPACE PARCEL 5 ILMTH 1837 I t'^ SEE SHEETS 8 & 17 J�. 0 OPEN SPACE � PARCEL 5 7.2992 AC. \0 d%tA\ � o �15 F to 41 h N o� '`►�' OPEN SPACE PARCEL 1 �• 28052 S.F. o� 4 � it ! o r, I i ��o I$ I I s \ e W 8 LOT � j$ 03 2 w LOT I '= v0 1044J S.F. 8464 S F. � N I I w IIZ `rlil 14 L _ — BRL _ _ J L _ I — BRL _ J I o 65Ob' 0 a00' 0 52.0 S 65'1241' W IX. OPEN SPACE PARCEL D EX. ALAMO PLACE SEC. 58 40' PRIVATE ACCESS DRNE FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECT ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCAM 1 640' 1 DATE- JULY 16 20IJ GREENWAY ENGINEERING, urc. 151 Wmdy MU Lone Engineers Winchester, Fn*:la 22602 Surveyors Telephone: (540) 662-4185 FAX (540) M-9528 Founded in 1971 yyµ,w,fflvnK,ayen&Qom 40 0 41 GRAPHIC SCALE (IN FEET) ERNEST S. HO R' Lic. No. 1837 Coll `O SEE SHEET 7 0 FUTURE SEC77ON 7B ALOT 14 : �1� • �� C52 LOT 1J LOT 12 �o F IN LOT 6 �� o / 9029 SF 5, ' OPEN SPCE ' 29.0' � 29.0' I i3 y N O;8 LOT 11 LU x 5 6612141' W EX. DUTCHMAN' COURT _ �, RIM' -� LOT5 8579 SF.I I _ 5' BA � I N 6512 4r1 �E�116�q'!T I iz► H Im LOT4 91 I� g, Z, 6496 SF 91 2 I ( N LOT 2 ---- — 5-8PM_-j I2 o o g i � N 6512'41' E• 11500' � I -I j LOTS Og 8� 1� 7076 SF. g 104 BRLl o N 65'12'41' E I M00' o X. 1-0' ALAMO PLACE 0 40 PRfl�A>F ACCESS ME GWHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEcnON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, vIRGIN/A SCALE.' 1 =40' DATE 5my 16, 201,i GREENWAY ENGINEERING, wc. 151 Windy Hill Lane Engineers Wgwhester, Pul*da 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.grvenwayev.corn Lic. FUTURE SECTION 78 N 2447'19' W 120.00' l'q �, Foo I i !m LOT 7 �I N 7620 SF �I I I _N 24'47'l9' W 12Ll00' I i -- '� — ON FUTURE SECTION 78 -----5r. RL— LOT 21 LOT 20 Im LOT 8 ml 8 Ic 6720 S.F. , x n � , 7' I I I I_�1J�447i19'W I �i 1� i — — — — — 5. � --° 67 0 S g° N 2447'19' w 0 <n 9a I — 0 ,S. _ I 5 BRL I I l ( IO � I' �•( _ i� � LOT 12 1 ` 11529 S.F. I I 0 -- ----- 0 I-`! ( LOT 1J ' 5,— ---I i ('( j z( LOTH �N 754J SF. Ix 0 I I �- -- —20� j i 101_00' 30.82' C56 o--- --- . ° N 244 19 W BLACKFORD DRIVE "� 3, N N 244� 131.82' h b 29.00' ,SOD' N 24ON' W o-----0 61.00' 56.00' l0�-- -40 0 40 LOT 3 � 0SMET 5 j LOT 5 WMMME GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA ERN S R1H Lic. 0. 1 37 SCALE- 1''=40' DATE- JULY 16, 2013 GREENWAY ENGINEERING, INC. 151 uiy Hill bane Wunchester, Engineers su WiVvgmw 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 1 Founded in1971 www.greenwayeng.com 1 2760E SHEET 6 OF 36 ciia f;_ng 10. tiR _. 0 FUTURE SECTION M LOT 21 LOT 20 LOT 19 I LOT 17 N 2447'19' W o o -- ---o -- 115.90 ll-----15' --- BRL — — — — — 7 0 1 e 1 / 1 1 LOT 16 I , 1 1 , LOT f2 T 11529 SF. �� 14784� I FUTURE SECTION 78 ��" i? =1/ LOT 15 L� 7 O- ►4.4r19' W 131.82' a N LOT 5 LOT 14 moo`'..........................., o yo `. 0 y LOT 6 .; 1 0 k� Jw y o 40 0 40 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC 77ON 7A MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINN SCALE.•1"=40' 1 DATE ✓ULY 16, 2013 GREENWAY ENGINEERING, um 151 Windy .Mi Lane Engineers Winchester, Vi,gmw 22602 Su^'e1 °rs Telephone: (540) 662-4185 FAx (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. No. 1 37 ZI / SEE SHEET 9 \ OPEN SPACE PARCEL 5 `\ 7.2942 AC. / LOT 65 0 S� \o LOT 66 9672 IF PARCEL 4 � O 5563 S.F. _ e. \ - tA 84.66'19 I �t LOT 67 ' IN 9303 S.F. I FUTURE SECTION 78 LOT JO i i `N I — — — — —5, WL- 4+ s Q2'VO4' £ 12z1L10' o h Z I OPEN SPACE o o PAqOEL 5 ox 7.2942 AC. 2 _ C36 0 N � 1 & T 72- 0 ' C66 ti —� z�7&�� NORT MBERLAND ►� V DRIVE 4,10 �ARlABI£ WDIH R/IY • �1 0-moo al o G' S 76.J5'17` E �1 `-----� l c 24 tV' SEE SHEET 5 40 0 40 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE 1 =40' I LUTE.• JULY 16, 20IJ GREENWAY ENGINEERING, mc. 151 Wmdy Hill Lane Engineers Wmeheaer, Vuginia 22602 s �° s Telephone: (540) 662-4185 FAX •(540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. oar 1$37 0 o Wg LOT 32 SEE SHEET 10 LOT of p OPM SPACE ER�aN3 '" PARCEL 5 Z2942 AC. LOT 62 `� \ 9416 SE ' 1 I I ZM� LOT 31 *� I E 1 1 0 N �SZp�4 1 1 1 1 LOT 63 ml 9669 SF I 1 r - — — — — 75 BRL -7 5 r j 1 PMCa 4 O 1 b LOT 64 OPM STPAC E 9670 SF. mi 556J S F go 0 a`:S:5 o. J. � OD ° lLOT659671 SE .0 /& ,y %?��� / OPEN SPACE 40 0 40 LOT ss •/ / h PARiCM 5 7.2942 AC SEE SHEET 8 GRAPHIC SCALE (IN FEET) ,o FINAL SUBDIVISION PLAT SNOWDEN BRIDGE -Tg 3EC77ON 7A STONEWALL MAGISTERML DISTRICT, FREDERICK COUNTY, VIRGIN14 U NES S. H 5: SCALE. 1 =40' DATE JULY 16, 2013 Lic. No. 837 GREENWAY ENGINEERING, wa: 151 Windy Hill Lane Engineers Winchester, ;-ugi w 22602 SUR Surveyors Telephone: (540) 662-4185 FAX.• (540) 722-9528 2760E SHEET 9 OF 36 Founded in 1971 www.greenwayeng.cont c1110 I z_nsz GRID M/ERIOIw 0 VA NOR7N IONS' 40,U LOT 35 r 25.0' L5� ASir SMEET 11 � LOT 57 v/ A' 4 /C11 r 0 rm I W LOT68 I 9184 S:F. _ - -JQaL_ 3 i N OSJ9'0' W 12Q—oor-- I ' LOT 6P y 8461 S.F hl ;h 010 I — — — — — — — 5— 2 � V I r N 04-5?�SrW 12Q -' iv�W�v1 j j �N �� Im LOT60 ml W 8698 S.F I r �i 0 i t I N 0 I I r � _ 3 I N A9'SJ51' N' 1gmov, o ^ill 3 I LOT 6! W 8400 S.F ; i 1 LOT 62 r i r 7a � FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISIR/CT, FREDERICK COUNTY, WRGIN14 SCALE 1'=40' QATE JULY 16, 2013 GREENWAY ENGINEERING, iNc. 151 Windy Hill Lane Engineers WurcheaTer, Vugmw 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com 40 0 40 GRAPHIC SCAI£ (IN F>7 Lic. No. 1 %T c�3 � LOT 46 vl IE- --- o iA- 0 LOT 45 3 3 W .. R O ►� x w LOT 44 ! 280' 25.0' LOT 43 i� SEE SHEET 12 I o LOT 53 N 4354W' E 120.00' � °g Go��ti I � �g �m LOT54 mI ks N 8" SF. I i `LQ � ------ 5• M —� y L N 41 ww& E 12AU0' -1 I °y o �N LOT 55 I 9271 SF. I I � , E 12Q �, \\ 10-4 ° \ LOT 56 \ z � z z \ 8400 SF. \ 120-00 \ 9210 SF 0A xx �Cs N \'ooex LOT 58 %° ° \ 40 0 40 e3`o SEE SHEET 10 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE �'T $ °may SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE. 1 640' 1 DATE. JULY 16, 2013 Lic. No. 1 GREENWAY ENGINEERING, Mr. 151 Windy Hill Lane SURa� Engineers Winchester, Vup= 22602 Surveyors Telephone: (540) 662-4185 FAX: (540) 722-9528 1 2760E SHEET 11 Founded in 1971 www.greenwayeng. com cl is I :—n N LOT 48 SEE SHEEN 13 \ O rn ► — 5 \ cl nle LOT 4f9 20' PRIVATEN 1 8780 SF. ACCESS MW 1 044 CA - 51.E 1f�' \ �� OPEN SPACE ✓ �. PARCH_ 5 1 $: 7.2942 AC. S 2X 14'Xlp w c 0 \ m\ O \ LOT 50 \ \I 1 I '0 CA N W45?vm W 1 5' SRL- — -o 3 . 0 E 11 f.71 I cn I 1 1 lc*LOT Sl 00 48828 S.F. n, Cf 25.0' �+ 0 25.0' ; H 1 w LOT 47 w U I N 44122?" E 12150' 1 3 I I !m LOT52 ml 8 I H 8409 SF. ^I i a LOT 46 N 44'32 w O 3 O F LOT M $ II 8J62 SF. 1 2 w� I --- 5, M 40 ----� 0 40 1 z_ -- o I N 4, N130' E 12R00' O CRAPHIC SCALE IN FEET 2 SEE SHEET 11 LOT 54 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC 77ON 7A d-"' DISTRICT, FREDERICK COUNTY, VIRGINIA DATE.• JULY 16. 2013 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Engineers Winchester, Vuginta 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.cam 37 5 V / echo°O�03080rW `��• A p- Ah 20' PRNAIE bzACCESS D)W SEE' SHEET 21 N LOT48 m� S o 8000 IF E 118. 4r OPEN SPACE m 70� PAFiCM 5 _ 7.2942 AC. g � o c 1 I N FARMHOUSE COURT % o s Rto 50' R& `p S� 2 00 irg I 2 n � 2 0 � �z W .An'40• W 9_" ' C1 25.0' �a�J�� ram~—� � 10 BjpL I ' o 2S0 m —I aoN'glm LOT479-V6 IF o I I H o BRL— I h L5' — — — — — — — x S 44 3212' W 12Q00' 2 LOT 46 �! I SEE SHEET 14 FINAL SUBDIVISION PLAT ab 10 LOT 49 LOT 50 LOT 52 _� 0 40 GRAPHIC SCALE (lN Fes) SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, �1RGINN SCALE.' 1 =40' 1 DATE:• JULY 16, 2013 11 GREENWAY ENGINEERING, im 151 Wuuly M Lane Engineers Wmchmter, Virginia 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. LOT 47 SEE SHEET 13 0 S 44'3222• W 120.008 0 I � LOT 46 0 8405 SF.i'n yP�o I i �o 0 LOT 53 L5, BR[ ----- __ -J a� r S 443222• W 120j' ,0 I o --- I"$ Im LOT 45 I $ X W� 3 hw 8450 SF. I q ^ cn ak 5t LOT 54 5' BILL ( S 44'3222• W 121.15 z - Q�'rn�c� Q �I I LOT 44 c� o� I� 8812 S.F. 25.0' 25.0' LOT 55 j � Z 2 CA; 1 1 1 LOT 43 1 ► 0/ Im 1 0 P 12612 S.F. \ , LOT 56 0 1 \ Z t p \g s s rn FUTURE SECTION 717 LOT 42 / 40 0 40 SEE SHEET 15 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, �IRGINL4 NE T S. SCALE- 1 =40' 1 DATE.• JULY 16, 2013 Lic. o. 1837 GREENWAY ENGINEERING, INC. t �� V 151 Windy MU Lane � Q�� Engineers Winchester, Vuginia 22602 stilt Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 27608 SHEET 14 OF 36 Founded in 1971 www.greenwayeng.com ciia I T_na; FUTURE SECTION 78 SEE SHEET 14 LOT 42 LOT 41 GRID MERIDIAN VA NORTH ZONE NAD83. 1c %RIB+ 0 FUTURE SECnoN 7B LOT 35 t25o' LOT 36 LOT 37 H 17• W 1g I 0 5 ( i of Im LOT 34 �( y I+o 9111 S.F ; �".I t LOT 26 ; I I I I S 0558'05_E t 19.05_ • c�---lam —^ —'7 5, _ — -- — i y 19 LOT 03 Pin 9525 S.F. m LOT 27 I c ( � I �11 0 I S 711 Ob'5�i'S8' E f2aar I ig r--I -ra -o LOT32 �h SEE SHEET 15.0' r t 16 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISIFRIAL DISTRICT, FREDERICK COUNTY, VIRGINIA SCALE. 1 =40' DATE DULY 16 2013 GREENWAY ENGINEERING, wc. 151 Windy Hill Lane Engineers Winchester, Ruginia 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in Ml www.gmenwayeng.com ilu LOT 58 1 A !� o H� Z h 1 �1 LOT 59 n O NI 1 LOT 60 0 1 40 0 40 GRAPHIC SCALE (IN FEET) Lic. GRID MERIDIAN LOT 34 3EE SHEET 15 h VA NORTH ZONE NAD83 I 1 S OS38 05 E19.05+� o m LOTS I I w 9525 SF. �I I of LOT 27 4 ( NI t o 3 5ri'S8' E 120 6�i' I w ab I R FUTURE SECTION 7B Im LOT 32I o i� 9008 SF LOT 28 h g I I — S 00W 58' E 120.18' I I I LOT 31 8652 S.F. LOT 29 k I o I I ---5' BRL - - S 010W58' E 104.02'- h OPM SPACE PARS. 4 556J S.F. LOT 30 / 0000/ C8 / o \ LOT 65 40 0 40 _0 C33 GRAPHIC SCALE (IN fEET) LOT 64 LOT 63 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINL4 Lic. NO. 1 37 SCALE.' 1 =40' I DATE' JULY 16, 20IJ GREENWAY ENGINEERING, 151 Windy Ktll Lane Engineers Winchester, Yngfnia 22602 � $UR�'� s e1 �rs Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayengcom I 2760E SHEET 16 DF 36 Clio 1 _ na a LOT 64 / �s F i `lp�r / LOT 65 SEE SHEET 18 OPEN SPACE PARCEL 5 7.2942 AC. \ LOT 66 .. .o J LOT 67 CO rn , I It 7 ,� � � �� N a?;�ia 1W 2QQ0'� E p N N .160 4 " o Gig o _ DRT� NVN ORTR�E��� 50 -/. 0 50 -- c�.7cu a r%0AOtJV. CI AI C* /III !T!"rl .7CC l�IEET 4 at FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTER4L DISTRICT, FREDERICK COUNTY, vIRGINIA T Lic. o. 1837 & 4 SCALE.- 1 650' DATf DULY 16, 2013 GREENWAY ENGINEERING, mc. 151 Windy HiM Lane Winchester, Vup=22602 Su �� 3UR Telephone: (540) M2-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayen8.com 27608 SHEET 17 OF 36 can 1 i_na 'y SEE SHEET 19 11 M b -- -- GRID RI VA NORTH Nr 0 Lordv W CO 0 Lor84 A. LOT B5 OPEN SPACE PARCEL 5 7.2942 AC s 12'28'09• w _ s 16'fy1• w s MOW IV 50 o—` —aa is mi 4564 o -- EX. SNOWDEN BRIDGE BLVD. INST. f 07000M GRAPHIC SCALE IN FEET YAR[AB[ f MR R1* FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC 770N 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, �IRGINM ST S. SCAM 1'=50' DATE: JULY 16, 2013 LIC. N . 1 37 GREENWAY ENGINEERING,. 151 Windy Hill Lane Engineers chester, Vuginia 22602 SUR Surveyors WinTelephone: (540) 662-4185 FAX (540) 722-9528 2760E SHEET 18 OF 36 Founded in 1971 www.greenwayeng.com ciin 17_na a� 0 O v CD ors LOT 454 X , LOT M 41' y �o y 141 LOTH l� 7 W Al k LOT S7 H i� LOTS �^ LOTS r/ LOT w r LOT 61 SEE SHEET 20 1 50.0' S 512927' E I ' 50.0' I y w i I � 1 L OPEN SPACE PARCEL 5 72942 AC. A=157.08' 100' WETLANDS R=50.0 INIERMITTOVT RAVINE CHANNEL BUFFER N 1� 1 v MZON NAD0 VA � so P� z 1 Ni Z 10 Q o 50 0 50 qF SHEET 18 GRAPHIC SCALE (IN FEET) FINAL SUBDIKSION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGIN/A SCALE-1=50' I DATE JULY 16, 2013 GREENWAY ENGINEERING, mc. 151 Windy WtU Lane Engineers Winchester, Vuginia 22602 Sun'eyo s Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayengcom Lic. No. 1 i," " N?y.,, .E SEE SHEET 21 / 14lre o ID M7GRNN�B3 1 V4 LOT48 LOT 49its o CO a ' 1 Oy/ o� i r W e LOT SD J L s0.0' S0.0' W i �R4�i / C.) o W / LOTS •� o � d OPEN SPACE LOT:l�7 ° PARCEL 5 ; c, \ / 7.2942 AC. ti � LOT53 0X& /c e Q LOTse 8 o h/ SEF SHEET 19 , FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, ORGINIA SCALE. 1'650' 1 DATE.• JULY 16, 2013 GREENWAY ENGINEERING, itc. 151 Tandy Hill Lane Engineers Winchester, Vuginia 22602 Surveyors . Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com 50 0 50 GRAPHIC SCALE (IN FEET) ;NEST SiH Lic. No. 1,837 c GAD oNV,0s3 VA NORTH 6Rpp�40 .� rj / 1��25• � � � / nr 1 / N � OPEN SPACE Sp0. PARCEL 5 moo' 7.2942 AC. k W 112g7• w / �� Nam. I LOT 48 0 �5^a ' aO O � O W LOT419 �p o m i 0 h LOT so 50 0 50 / SEE SHEET ZO GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGIN14 v Lic. 0. 1837 SCALE.- 1=50' I DATE: JULY 16, 2013 GREENWAY ENGINEERING, ipc. 151 Windy Hill Lane Engineers Winchester, Vuginia 22602 Surveyors Telephone. (540) 662-4185 FAX (540) 722-9528 1 Founded in 1971 www.greenwayen&cant I 2760E SHEET 21 OF 36 clIQ f ;_ns IL J NORTHMERIDAN ZONE N / N 135J. 8'' W VA 9 6� 0 \ N 9��\�o \�s� ��, /�5 Pao, w �� NO \ /9" •� y FINAL SUBDIVISION PLAT SNOWDEN BRIDGE `r SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WGIM c� Lic. No. 1837 SCALE1 650' DATE JULY 16, 2013 GREENWAY ENGINEERING, me 151 Windy Hill Lane Engineers SUIi��~ Winchester, Vuginia 22602 Surveyors Telephone: (540) 662-4185 FAX(540) 722-9528 Founded in 1971 www.gmenwayeng.com 2760E SHEUV OF 36 ciic , i_nc V" vim ,'. I � r• GR�O MZpN ""' VA NORTH G• D S /O0� / i LOT 45 Q��. / oJ� cRAD A=157.06' R=50.00' LOT 44 LOT 49 FUTURE SECTION 78 LOT 42 .� 50 0 50 ` GRAPHIC SCALE (IN FEM FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A . STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, KRGINM SCALE. 1 =50' WE, JULY 16, 2013 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Ersginee>s Winchester, Vugiaria 22612 S e1 °rs Telephone: (540) 662 4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. Not 37 #la_ sC \� 'O� � SEE SHEEP 26 /CD LOT 67 / j / SIGHT DISTANCE \ 0 A=11.72' ESMT. Qzp 0 19.44' N / LOT 6 L28 L29` T ���� SE SANITARY 0 ��- SEWER ESMT.OPEN SPACE \`0 PARCEL I P I o LOTS 1 \ /15o o 2S�TrQ � ,I I 1 W W 5' C.SE LOT4 LOT2 I II I 11 + 0 j � LOT ; i3� 9 ' 5.0' 50' I � —0 LOT 9 5. C.SE I I 1 0 19.70' W EX. M"O PLACE -- 50 0 50 GWHIC SG4LE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE'S SECWN 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINM SCALE 1 =50' 1 DATE.• JULY 16, 2013 Llc. N . 1 37 GREENWAY ENGINEERING) iNQ 151 Windy Hill Lane ,p Survna' Winchester, Vugini 22602 Su e1 Telephone: (540) 662-4185 FAX (540) 722-9528 2760B SHEET 24 OF 36 Founded in 1971 www.greenwayeng.com SUB 13 05 Li i -\\ 0 a t LOT 18 \ LOT 17 ��o? LOT 16 i Q , LOT A LOT 19 I 1 I!. 20' STORM SEWER ESIII.' LOT V LOT 20 of LOT 21 LOT n 10.0' 5' C.S.E 5' rr O O Co cn 15 C.SE L0T7 i L0T8 ; LOTB LOTb LOTH 1 5' CS.E ' I DfIWTED KM i SMION 59 EX. DUTCHMAN COURT 50' RA - - ii FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC770N 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE.• 1 =50' I DATE: JULY 16 2013 GREENWAY ENGINEERING, imc. 151 Windy Hill Lane S ae Winchester, Pruosia 22602 ey Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com LOT 14 it N 50 0 50 GRAPHIC SCALE (IN FEET) 42L) QH;: Lic. No, 1537 SEE SHEET27 WETLANDS MIMAAON ::. . BUFFER EAS'rmENT VINV � � l EX. 20' SANITARr SEWER ESMT INST. 1070004495 LOT 64 ° OPEN SPACE \ \ PARCEL 5 29.98' 20' SANITARr ` SEWER ESMT. LOT 65 10.0' — I , f I o ' 2510 _ 1 + 20' SANITARY I 1 lo.o' SEWER ESMr�,I m� LOT 66 i I id + otj A�Cie � 0 o i� j r W -No �0 aI LOT 67 I y �� + I 1 STORM f l W ti I SEWER ° SIGHT DISTANCE I If + ESMT. I �� A=10.67' z ESMT. I' 11.51' l I A=1172' ° NORTH UMB q�50 0 50 - Y�atLT' yg �RLAND DRIVE ' SEE SHEET 24 GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, KRGINIA S. V40R SCALE. 1 650' 1 DATE.• JULY 16, 2013 Lic. o. 1 37 GREENWAY ENGINEERING, mc. E151 WtndyHiMLane suliv ngineers Wmche&er, Voginia 22602 Swveyots Telephone: (540) 662-4185 FAX. (540) 722-9528 1 2760B SHEET 26 OF 36 Founded in 1971 www.gmenwayeng.com city i i_na IL 0 ISEE SHEET 28 GRID MERIDIAN 1 VA NORM ZONE NAD83 LOT 5 1 1 I _ U. 20' SANITARY SEWER ESMT 0 - INST. 1070004495 / 1 5' C.S.E. 1 1 LOT 60 ! r 1 I o l -- OPEN SPACE r J, 1 0 0 PARCEL 5 �1 r rjl ILOT M I r 01 i rfr i r�l If r ro I LOT M r I I 1 , 1 1 1 !' 1 r , t r�r 0 LOT 63 15' STORM SEWER ESMT 7�5' LOT 64 / WEruwDs MITIGATION BUFFER /� U. 20' SANITARY SEWER ESMT / ........ . -: WETL4NDS EASEMENT INST.070004495 / 0 0 50 / / I: SEE SHEET 26 :. GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SEC77ON 7A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, WGINIA EST S. 5: SCALE 1 =50' DATE DULY 16, 2013 LIc. N . 1 37 GREENWAY ENGINEERING)1Nc. i �/� 151 Windy HiM Lane ' Engrneers Wmchesur, ;-&gusia 22602 SUR S �'o's Telephone: (540) 662-4185 FAX (540) 722-9528 1 2760E SHEET 27 OF 36 Founded in 1971 www.greenwayeng.com I vin t;_ns L � 5' C.S.E. It LOT 60 \ SEE SHEET 29 ' GRID MZONE�Nop,, VA NORTH LOT 54 a I / / O / I / f II I OPEN SPACE 1 I PARCEL 5 I I o III ICI JI I I`I j I I I�I I EX. 20' SANITARY 1 I SEWER ESK j INST. 1070004495� � I I I 50 0 50 SEE SHEET 17 GRAPHIC SCALE (IN fEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, �IRGINIA SC4LE:1'=50' DATE JULY 16. 2011 GREENWAY ENGINEERING, mc. 151 Windy Hill Lane Engineers Winchester, Virginia 22602 Surveyors Telephone: (540) 662-4185 F.9X.• (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. TH o� I a� ri 1° / 30' WATER & I SWffARY SEWER I ,T ENT. �— 1 I C GRR� - 0 .1P d i 0.0 o ' O �' ' LOT47 f 1 5' C.S.E. C 1 II SEE 8HE£r 30 Y LOT 48 I , 1 �- - 20' PRIVATE ` I ACCESS DRIVE 1 t 11 { LOT 49 ' I V5' C.S.E. t ` 1 I OPEN SPACE I PARCEL 5 0 0 1 LOT M ' { 11 I �5'C.SE. ( I o -- of i � t ' LOT 6r { 1 I ICI Sff SHEFT 28 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A 1 1 ± I EA: 20' SANITARY , SEWER ESMT 0 i ` I INST. 1070004495 I I{ t 1 I -o ' { I {�I1 � III I'I I I I MAGISTERIAL DISTRICT, FREDERICK COUNTY. VIRGINIA SCAM • 1 650' 1 DATE. -MY 16, 2013 GREENWAY ENGINEERING, wc. 151 Windy Hill Lane Engineers Winchester,y„g� 22602 Swveyors Telephone; (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com 50 0 50 GRAPHIC SCALE (IN FEET) Lic. No 37 D( 20' SANITARY SEWER ESMT I 1 I INST. 1070004495 I 10.99'•.. •:. •.. P3 4-za o r p / N C ICD Zv WETLANDS MITIGATION 11 l BUFFER EASEMENT, ! ! Imo,'-.'.•...�..�..�.•,�.._�\..:....�,�.:..•...•,•...'...�•...�,•.•:• 20' SANITARY :\ SEWER ESMT :j ?6r 1.10' 10.0' 22.09' 1 16.58' , �' \\ EX 20' SANITARY �SEWER £SMT INST. 1070004495 LOT 48 \ \ SANITARY SEWER 20' PRNATE w` \ E5MT �-\ \ ACCESS DRNE \. / \ \ OPEN SPACE ``\ \\ PARCEL 20' STORM ` \ 15.0' . LOT 49 10 0' p \ � SEWER ESMT. , 75, 20. i \ = A54.99' ` \ SEE SHEET 29 ' C.S E. , A=14.45' LOT 60 FARMHOUSE COURT o 50 0 50 SEE SHEET 31 �\ GRAPHIC SCALE (IN FEET) FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA T S TH Lic. No. 1 37 SCALE' 1 =40' 1 DATE- ✓ULY 16, 2013 GREENWAY ENGINEERING,. 151 Wuuly Hill Lane Engineers Winchester, Virginia 22602 SURF Suh'e)vrs Telephone: (540) 662-4185 FAX (540) 722-9528 1 Founded in 1971 www.gmenwayen&corn I 2760B SHEET 30 OF 36 VIR I z_na ILI SIT SHEET 30 1 l0 i LOT 47 I� 5' C.S.E. o-- o I a � LOT 4B 1 0 LOT lu x a 50 0 / 50 GRAPHIC SCALE (IN FEET) I ' LOT 44 t LOT 43 STORM SEWER ESMT. --\\ LOT 42 / SEE SHEET 32 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTER14L DISTRICT, FREDERICK COUNTY, vIRGINL4 SCALE:1=50' I DATE.- JULY 16. 2013 GREENWAY ENGINEERING, imt En • eers 151 Windy Hill Lane Su v, ors Winchester, Krginia =602 Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in1971 wwwgreenwayeng.com I I LOT b1 i itLOT 52 0J III N LOT m h LOT 54 �Ii Lic. 31 SEE SHEET 31 GRID MERIDIAN VA NORTH ZONE NA083 ` LOT 35 LOT 37 20' STOk1., SEWfT7 ESMT. I LOT 26 f---10.0' LOT ay it ILOT 3di LOT M a i o O m LOT 27 10.0' I U o � --�o W c LOT 32 LOT 28 I -- o LC4 5' C.S E LOT 29 LOT WI i i � !2t 76J , l OFEV SPACE 1 LOT 30 PAACM 4 �5' C.SE LOT W LOT 63 50 0 50 GRAPHIC SCALE (IN MV FINAL SUBDIVISION PLAT SNOWDEN BRIDGE 85070N 7A STONEWALL MAGISTERML DISTRICT, FREDERICK COUNTY, WRGINIA S. SCALE1'650' DATA: JULY 16, 2013 Lic. 0.)837 GREENWAY ENGINEERING, 151 Windy HiU Lane SUR Engineers Winchester, Vagina 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 27608 SHEET 32 OF 36 Founded in 1971 www.greenwayeng.com 01110 q T—na CURVE R401US ARC Da A GEM BEARING CHORD Cl 6550' 6.14' 5'22'13' 7' N 35'12'15' E & 14' C2 14.50' 25.82' f0?01'15' 1' rJ4.6 S 83'3145 W 2254' C3 2025.00' 2231' O'3753 6' N 45'46'34' W 22.31' C4 22500' 6&80' 1T310B 7 N 54'51'04' W 68.53' C5 19.50' 24.24' 71'13'06' .97' N 28'00'05' W 22.71' C6 19.50 3&96' IW3923' 25.72' S 51'4955' W 31.08' C7 M..00 100!42' 17*42'14' 50.61' N 847171' W 101&02 C8 155.00 56.76 2175851 2&70 N 03'0230' W 56.44' C9 1900' 29.05' 873537' two N 51'14'46' E 26.30' C10 19.00' 3002' 90'3215' 19.18' N 3749'12' W 27.00' Cll 229 00 24. f0' 7015 11206 N 04'26'00 E 24.09' C12 19.00' 29.85 90'00 00' 19.00' N 20-12141' E 26.87' C13 1055.00' 14231' 74344' 7126' S 1875 ' E 14220 C14 40.00 61.98 ff4 12' 39.16' S 56'3956' E 5597' C15 40.00 p56.19' 8029 06 3185' S 3941 W W 51.68' C16 1069.00' 206W 11711:i6' 104.75' S 007718' W 20&51 C17 225.00' 16.02' 4'04'49' 8.02' N 48t?755' W IS /6.02 C18 225.00' 52 13'16'19' 26L.51' N 56'5329' W 52.65 C19 6550 22334 195'22'02' 48550' 44'25'38' E 129.82' C20 65.50' 24.34' 21'1727' 12.31' S 63'54 06' W 24.20' C21 65.50' 31.21' 27*18'18' 15 91 S 88'1159' W 30.92' C12 65.50' 13.02' 1113'29' &5i' N 7727'08W 13.00' C23 225.00' 40.45' 10'1758' 20.28 N 613624' W 40.39' C24 225.00' V.18 10'59 48 21.66 N 505731' W 43.12' C25 1975.00' 21.76 O'3753 tam' N 45 4634' W 21.76' C26 175.00 53.51 1T3f 08 26.96' N 3F5104 W 5330 C27 275.00' M 10' 16'16'18' 39.31' N 71'4448' W 77.84' C28 275.00 75.61' 15'4506 3QO4' N 8745 l' W 75.0 C29 825.00' f0.88 O'45'20' 5.44 S 84,4435' W 10.88' cm 825.00' 5730 3'58'47' 2,66 S 870638' W 5729 01 20500 5145' 14'16'O5' 2566' N 8345'56 W 50.92' C32 206FO 64.03 1753'43 . 8 N 674102' W 6377 C33 205.00 64.02 1T5336 3227 N 49.4722 W 63.76 04 205.00 64.02' 175331' 3227 N 315349' W 6376 C35 2015.00 64.01 175326 32.27' N 14*0019" W 6,175 06 205.00 44.75' 12'30'31 22.47' IN On1,40' £ 44.67 C37 19.00 r 92'5838 20.01' N 39'02'23 W 27.56' 08 295.00 79.96' 15'31'49 40.23' S 86'422i' W 79.72' C39 65.50 29&06' 260'4329 77.06' N 17.0709' W 96t82 C40 22500' 83. 21'1746 4230' S 56'0630 £ &Y 15' C41 27500 15370 32'012 7dU N 79'3 22 W 151.71' C42 825.00, 68.18' 4'44 0 A I I' N 86'43 ' £ 68.16' C43 205.00 351.88 98'20 54' 23728' S 41'031 E 31025 C44 325.00 14.70 ?'3527' 7.35' S 85'3939 W /4.69 C45 775.00 64 05' 1444 0 3204' S WON W 03'C46 15500' 72.39' 26'4539 36.87' N 7T3109' W !71.74 FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, �IRGINM R Lic. 0. 1 37 SCALE MIA DATE JULY 16, 2013 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane,`t Engineers Winchester, 1 uginia 22602 UR Surveyors Telephone; (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 2760E SHEET M OF 36 SUB 13--05 www.greenwayeng.com CURVE ROW AfdC DATA TAN" BEARING CHORD C47 15500 13&90' S0'36'23' 7328' N 3B'50'OB' W 132 50' C48 15500' 266 06' 98'20 54 179.4f' S 41'4331 E 234 58 C49 381.80 37.61 5'.38'40' 18.82' N 81'4543' E 37.60 C50 25103 100.28' 2150'40' 50.76' S 8429'37' £ 99.68 C51 28722' 15.12' X0101 7.56' S 75 U4'47' E 1512 C52 19.10 28.a2' 84'02'13' 1721 N 55'2549 E 2557 C53 171.00 50.48 16'5454' 25.43' N 01'00'31' W 50:.30' C54 171.00 45.73' 15'1921 a 2.100' N 1707'39' W 4559' C55 229.00 68.62 171011' 34.5 NN 071000' W 6 J737' C56 22900' Al2' 9'02'13' 18.10' N 20'16'13' If 3f08' C57 171.00 9621 32'14'15' 49.4 NN 08-40*12' W 94.95' C58 229.00 128.M' 32'14'15' 6918 V 08.4012 W 127 W C59 200.00 74.34 21'1 46' 37.60' N 56 0630' W 7391' C50 2000.00' 2204 O'37'S3' 11.02 N 45'4634 W 22.04 C61 200.00 61.15 1731018' 30.82' N 54'5104 W 60.91 C62 300.00' 167.68 37012 86.N N 79*3722 W 1am C63 800.00' 912' 4'44'07' 33 08' S 86'059 W 6& 10 C64 180.00' 308.97' 987054' 208.34' N 4/V3'Jf W 27241 C65 335.00 13384' 22'5325' 67.82' S 89'3649' E 132.95 C66 1000.00 122.13' 6.59*50 6L14 S 8140'01' E 12205 C67 200.001 112.53' U 1415' 57.80 N WOW W 111.05' C68 200.00 30.43 743'02' 15.24 N OW 17 48' E J 40' 069 1080.50' 10808' 5'43' 3709 S 0TlJ'09 E IM04' C70 3250 1115.12' 20'17'41' 581 N 8.57914 W 114.52 LINE BEARING DISTANCE L 1 S 24'5013 E 124.02' L2 S 02*55'07N W 98.12' L3 S 264153 E 221.23' L4 S 00'1826 E 317.79 L5 N 6T0226 E 1956 L6 S 0018 26' £ 67.18 L7 S 75*33*42 E 89 45 L8 S 5T I8'45 E 304.06' L9 S 14'48'11 0 W 117.99 00 S 83'03'11 E 226.0 01 S 871336' E 224.41 L 12 S 6X44 53 E 397.78 L13 S 6T10'03' E 38876 L 14 S 42'3614' E 76.12 L 15 N 34b8'43' W 204.57' L16 S 6071'42' E 141.64' L 17 N 29'38'18' E 30.00' L18 N 6021'42' W 118.04' L 19 IS 75'06 58' E 50.15' L20 S 31'14 40' W 157.26' L21 N 37J658' W 37.09' L22 N OM 38" E 9383' LINE BEARING DISTANCE L23 N WNW E 108.14' L24 N 88'17'44' E 190.20' L25 N 870236 W 149.39' L26 S 8T3910' W .38.61' L27 S 873910 W 151.41 L28 S 84'03'38' W 125' L29 S M28'06m W 10.12' Li0 N 3735 £ 37.1 L31 N 12'325i' E 108.50 L32 S 75'33'44' E 40 L33 S 59'18'45' E 295.06' L34 S 14'4811 W 50.05 L35 N 14'48'11' E 4d 16 L36 S U0311 E f0.48 L37 S 01'4931' W 50.09' L38 N 26.44'04 w E 7323' L39 S 6710'03' £ 18 119' L40 S 42'36'14 E 86.33' L41 S 34 U8'43' £ 1A398' L42 IN 67*10' W 1421 L43 IN 66'S8'17' E 78.96' L44 IN 42'3614' W 50.01' FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGINIA SCALE. N/A DATE JULY 16, 2013 GREENWAY ENGINEERING, INC. 151 Windy Mill Lane Engineers yymchester, yp„ is 22602 Surveyors Telephone: (540) 662-4185 FAX (540) 722-9528 Founded in 1971 www.greenwayeng.com Lic. N . 1837 SEMCK REOU/REMEM THE TABLE MOW ROUCIS ME SETBACK REOU/REMENIS LOW UNDER IMMMUM DESIGN STANMROr AS SHOWN ON SHEET No. 3 OF 7HE APPROVED SUBDMSION DESIGN PLAN FOR SNOWDEN BRAXE S&MON 7. HOUSING UNIT TYPE 5 HOUSING NAM£ MODIFIED SINGLE FAMILY SMALL LOT MIN. FRONT YARD SEI54CK FROM R/W OR PRIME 20' SMUT 70 DWELLING MIN. REAR YARD 15' ZMCK TO DKWNG M/N. SETBACK DIST. BETWEEN DWELLING UNI7S 10' (0' FOR THE ATTACHED OP770N) MIN. SIDE YARD SETBACK ON INTERIOR LOT LINE SIDE/ COMBINED 70TAL SIDE YARD 5110%f0' (0' FOR ZERO LOT LINE SETBACK/CORNER LOT (OR SIDE WI7H A COMBINED TOTAL OF 10) END UNIT TOWNHOUSE) SIDE YARD MIN. SETBACK TD GARAGE 20%15' FROM STREET/ALLEY MlAC SE184CK FROM GARAGE 70 1MERIOR LOT LINE SIDE 5%10' (O' ZERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UN? TOWNHOUSE) SIDE YARD DECK AI/N. SEWCK TO A'VMFR/OR LOT UNE SIDE 5110' (0' 2ERO LOT LINE YARD/CORNER LOT (OR END OR ATTACHED SIDE) UNIT TOWNHOUSE) SIDE YARD DECK MIN. SETBACK REAR YARD/REAR YARD 10/3' ABUTTING OPEN SPACE FRONT PORCHES, STOOPS, AND STEPS MAY MEND 12' IN70 FRONT YARD SEMCK FINAL SUBDIVISION PLAT SNOWDEN BRIDGE Q`I'TH °may sEC77ON 7A STONEWALL MAGISTERIAL DISTRICT, FREDERICK COUNTY, WRGIN14 u ERN T S TH SCALE. N/A I DATE? JULY 16, 2013 Lic. N0. 1937 GREENWAY ENGINEERING, ice. l' 151 Windy Hill Lane EnBvteers SUR Winchester, Kuginia 22602 Surveyors Telephone: (540) 662-4185 FAX. (540) 722-9528 Founded in 1971 www.greenwayeng.com 1 2760B SWUM OF 36 I lzl m 1 ;_ns IL CD 0 va J VIRGINIA: FR—MERICK COUNTY.SCI. This instrument of writing was produced to me on •�-lb - 2OL' at JA-*2 i AAf . and with certificate acknowledgement thereto annexed was admitted to record. Tax imposed by Sec. 58.1-802 of L-A , and 58.1-801 have been paid, if assessable. e!�! , Aerk 140003652 DEED OF DEDICATION, SUBDIVISION, EASEMENT AND CONVEYANCE 0 0 r THIS DEED OF DEDICATION, SUBDIVISION, EASEMENT AND CONVEYANCE is made this _ day of May, 2014, by and between BROOKFIELD STEPHENSON VILLAGE, L.L.C., a Virginia limited liability company, its successors and assigns (`Brookfield"), party of the first part, and the COUNTY OF FREDERICK, VIRGINIA (the "County"), the FREDERICK COUNTY SANITATION AUTHORITY, a body corporate and politic ("FCSA"), SNOWDEN BRIDGE COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Snowden Bridge Association"), and RAMIE CORNER COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Ramie Comer Association"), parties of the second part. WITNESSETH WHEREAS, Brookfield is the owner of the property known as Tax Map Nos. 44-A-292A and 44-A-293, by Instrument No. 040021293 and by Boundary Line Adjustments at Instrument Document prepared without the benefit of title examination by: Thomas Moore Lawson, Esquire P. O. Box 2740 Winchester, VA 22604 Tax Map Nos. 44-A-292A, 44-A-293 Consideration: $1.00 Return to: Thomas Moore Lawson, Esquire P. O. Box 2740 Winchester, VA 22604 Grantees' Address: County of Frederick, Virginia 107 N. Kent Sheet Winchester, VA 22601 Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 Snowden Bridge Community Association 3201 Jermantown Road, Suite 150 Fairfax, VA22030 Ramie Corner Community Association 3201 Jermantown Road, Suite 150 Fairfax, VA 22030 co Nos. 070005227 and 110007386, located in Stonewall Magisterial District, Frederick County, Virginia and recorded in the Office of the Clerk of the Circuit Court of Frederick County, Virginia (the "Property"); and WHEREAS, it is the desire and intent of Brookfield 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 dated July 16, 2013, entitled "Final Subdivision Plat Snowden Bridge Section 7A" and prepared by Greenway Engineering, certified land surveyors, (the "Plat") which is attached hereto as and incorporated herein by reference as "Exhibit A"; and WHEREAS, it is the desire and intent of Brookfield to grant and convey unto the County, and unto FCSA, the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield to grant and convey unto Snowden Bridge Association and Ramie Comer Association, the easements in the locations as shown on the Plat and as hereinafter provided; and WHEREAS, it is the desire and intent of Brookfield 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; and WHEREAS, it is the desire and intent of Brookfield to convey a portion of the Property unto Snowden Bridge Association and Ramie Comer Association; and WHEREAS, the Property is, or will be, subject to the terms and conditions of the Declaration for Snowden Bridge, a declaration for a property.owners association formed pursuant to the Virginia nonstock corporation act and recorded in the aforesaid Clerk's Office as Instrument No. 670018836, and the Declaration for Ramie Corner, a declaration for a property 2 CD 0 kD owners association formed pursuant to the Virginia nonstock corporation act and recorded in the aforesaid Clerk's Office as Instrument No. 120006743 (collectively the "Declaration"). 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, Brookfield hereby subdivides that portion of the Property containing 16.6502 acres into lots and parcels to be known as Lots 1 through 13, inclusive, Lots 31 through 34, inclusive, Lots 43 through 67, inclusive and Open Space Parcels 1, 4 and 5, Section 7A, Snowden Bridge 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, Brookfield dedicates unto the County the 2.7778 acres for public street purposes as so designated on the Plat. This dedication is made in accordance with the statutes made and provided therefore. EMERGENCY INGRESS AND EGRESS 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, Brookfield grants and conveys unto the County, its successors and assigns, an easement for ingress and egress, for construction and maintenance of utilities, for County and other emergency 3 CU O CJ1 O vehicles, and for, the purpose of performing any governmental functions which the County may find necessary or desirable to perform, including, but not limited to, police and fire protection, over and across all public and/or private access easements, and ingress and egress easements, as shown on the Plat. Notwithstanding the foregoing, in the event any of such 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 public or private access easement, or ingress and egress easement, shall be subject to these easements. STORM DRAINAGE 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, Brookfield grants and conveys unto the County, its successors and assigns, several twenty foot (20') storm sewer easements, a fifteen foot (15') storm sewer easement and a storm sewer easement, identified on the Plat as "20' Storm Sewer Esmt.," "15' Storm Sewer Esmt.," and "Storm Sewer Esmt." which shall be easements for the purposes of constructing, operating, maintaining, adding to, altering or replacing present or future stormwater management facilities, storm drainage lines, storm sewer lines, or other drainage structure, including building connection lines, plus all necessary inlet structures, manholes, and appurtenances for the collection of stormwater and their transmission through and across said Property of Brookfield, said easements being more particularly bounded and described on the Plat. The foregoing easements are subject to the following conditions where applicable: 4 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. 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. The County shall have the right to demolish all paving, curbing, and/or guttering in the easements being conveyed, deemed by it to interfere with the proper and efficient construction, installation, operation, and maintenance of said stormwater drainage lines and appurtenant facilities; provided, however, that the County, at its own expense, shall restore all 5 CD rs tV non -interfering paving, curbing, and/or guttering which are disturbed in any manner by the construction, operation, and maintenance of said stormwater drainage lines and appurtenant facilities. 5. Brookfield 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 Brookfield shall not erect any building or other structure, excepting a fence, on the easements without obtaining the prior written approval of the County. 6. The individual lot owners and/or Snowden Bridge 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. SANITARY SEWER AND WATER LINE 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, Brookfield grants and conveys unto FCSA, its successors and assigns, several twenty foot (20') sanitary sewer easements, a ten and a half foot (10.5') water easement, a water easement and a thirty foot (30') water and sanitary sewer easement, identified on the Plat as "20' Sanitary Sewer Esmt.," 1110.5' Water Esmt.," "Water Esmt.," and "30' Water & Sanitary Sewer Esmt." (collectively the "FCSA Easements"). The FCSA Easements are for the purposes of constructing, operating, maintaining, adding to, altering or replacing present or future water J CD CJt C..) mains and sanitary sewer lines, including, but not limited to, fire hydrants, valves, meters, building service connections and connection lines, sanitary lateral lines, manholes and other . appurtenant facilities for the transmission and distribution of water and the collection of sanitary sewage and its transmission through, upon, and across the Property. Said easements are more particularly bounded and described on the Plat, and include FCSA's right to go on, over and upon said FCSA Easements for the aforesaid purposes. The foregoing FCSA Easements granted to the FCSA are subject to the following rights and conditions: 1. All water mains and sanitary sewer lines and appurtenant facilities which are installed in the FCSA Easements shall be and remain the property of FCSA, its successors and assigns. 2. FCSA and its agents shall have full and free use of said FCSA Easements for the purposes named herein, and shall have all rights and privileges reasonably necessary to the exercise of the Easements. In the event FCSA is unable reasonably to exercise the right of ingress and egress over the Easements, FCSA shall have the right of ingress and egress over the land of the Grantor/Brookfield adjacent to such Easements in order to access the Easements; provided, however, that this right to use such adjoining land shall be exercised only during periods of actual construction or maintenance, and further, this right shall not be construed to allow FCSA to erect any building, structure or facilities on such adjoining land. 3. FCSA shall have the right to trim, cut and remove trees, shrubbery, fences, structures or other obstructions or facilities in or near the FCSA Easements being conveyed deemed by FCSA to interfere with the proper and efficient construction, operation and 7 U cn maintenance of said water mains and sewer lines and appurtenant facilities; provided, however, that FCSA, at its own expense, shall restore, as nearly as possible, to their original condition all land or premises included within or adjoining said FCSA Easements which are disturbed in any manner by the construction, operation and maintenance of said water mains and sewer lines and appurtenant facilities. Such restoration shall include the backfilling of trenches and the re- seeding of lawns or pasture areas, but shall not include the replacement of structures, trees and other facilities located within the area of the FCSA Easements. 4. Brookfield shall retain the right to use the Property which is subject to the FCSA Easements conveyed herein in any manner that shall not be inconsistent with the rights herein conveyed to FCSA and that shall not injure or interfere with the use and enjoyment of said rights by FCSA; provided, however, that no building, structure or fence shall be erected over or on the FCSA Easements without obtaining the prior written approval of FCSA. Brookfield's right of use shall also include the ability of Brookfield to convey easements to other utilities as shown on the Plat, provided that no other utility shall be granted the right to use (nor shall use) any part of the area within the FCSA Easements for any purpose that will conflict with FCSA's use thereof, and further provided that any such utilities shall he installed in a manner which shall not be inconsistent with the rights herein conveyed to FCSA nor injure or interfere with the use and enjoyment of the aforementioned rights of FCSA. Other than as shown on the Plat, no other utility or party shall be permitted to install any underground facilities or change existing ground elevation or be granted the right to use (nor shall use) any part of the area within the FCSA Easements for any purpose or in any manner provided that such use will not be in conflict with, injurious to, or interfere with the FCSA's use 8 C:) C-n 01 of the Easements for the purposes for which such FCSA Easements are granted herein. In the event a use of any area within the FCSA Easements is approved by FCSA, but requires the relocation and/or the adjustment of the depth of the FCSA's water mains, sewer lines and/or appurtenant facilities, all costs required to accomplish such relocation or adjustment shall be paid by Grantor/Brookfield. 5. At such time as any portion of the area(s) within the FCSA Easements is accepted by the Commonwealth of Virginia or any appropriate agency thereof for maintenance into the state highway system, all easement rights acquired by the FCSA by this instrument in such area(s) shall cease and terminate, provided that the Commonwealth of Virginia or any appropriate agency thereof concurrently grants to the FCSA all necessary permits or easements for the continued operation, maintenance, inspection, repair and replacement of its water mains, sewer lines and appurtenant facilities in said location 6. Brookfield covenants that it is seized of and has the right to convey said FCSA Easements and related rights and privileges, that the FCSA shall have quiet and peaceable possession, use and enjoyment of the Easements and related rights and privileges, and that Grantor/Brookfield shall execute such further assurances thereof as may be required. PRIVATE DRIVE INGRESS/EGRESS 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, Brookfield creates and establishes for ingress and egress and for the construction and maintenance of utilities in the locations as shown on the Plat, easements designated thereon as C- ut am "20' Private Access Drive," 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 "Private Drive" which shall serve Lots 48 and 49, Section 7A, Snowden Bridge. Ramie Comer 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 Ramie Corner 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 of Virginia. 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 Drive. 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 Ramie Corner 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. COMMON SHARED UTILITY 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, Brookfield grants and conveys unto Snowden Bridge Association the common and shared utility 10 I- C:) to easements over those certain areas and in the locations shown on the Plat, identified as "5' C.S.E.," in accordance with the tenons 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. WETLAND BUFFER EASEMENT 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, Brookfield grants and conveys unto Snowden Bridge Association a wetland buffer easement (the "Wetland Buffer") over those certain areas and in those locations shown on the Plat, identified as "Wetlands Mitigation Buffer Easement" and "100' Wetlands Intermittent Ravine Channel Buffer" in compliance with wetlands permit No. 2006-7418 granted to Brookfield by the Department of the Army, Corps of Engineers on September 7, 2007 (the "Wetlands Permit"). The Wetland Buffer must remain undisturbed and must be maintained, monitored and inspected until September 2017 as required by the Wetlands Permits. SIGHT DISTANCE EASEMENT 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, Brookfield grants and conveys unto Snowden Bridge Association a sight distance easement over that certain area and in the location shown on the Plat, identified as "Sight Distance Esmt.," in accordance with the terms and conditions of the Declaration. 11 O O C.JI CONVEYANCE OF OPEN SPACE too 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, Brookfield grants and conveys with special warranty of title unto Snowden Bridge Association, Open Space Parcels 1 and 5, Section 7A, Snowden Bridge, containing 345,786 square feet, to have and to hold unto Snowden Bridge Association, its successors and assigns. Brookfield further grants to Snowden Bridge Association a twenty-five foot (25') road efficiency buffer identified on the Plat as "25' Road Efficiency Buffer" for the purposes of landscaping and maintenance within Open Space Parcels 1 and 5 and being more particularly bounded and described on the Plat. Brookfield further grants and conveys with special warranty of title unto Ramie Corner Association, Open Space Parcel 4, Section 7A, Snowden Bridge, containing 5,563 square feet, to have and to hold unto Ramie Corner Association, its successors and assigns. NUSCELLANEOUS Headings made 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, as applicable, and is with the free consent and in accordance with the desire of Brookfield, the owner and proprietor of the Property. Snowden Bridge Association and Ramie Comer Association shall execute this Deed for the purpose of accepting responsibility for all maintenance and other obligations assigned to or assumed by Snowden Bridge Association and/or Ramie Corner Association under this Deed. 12 0 0 cn Q0 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 Brookfield. WITNESS the following seals and signatures: BROOKFIELD STEPHENSON VILLAGE, L.L.C. By: Brookfield Winchester, LLC, its sole member By: Brookfield Washingtqp, LLC, its sole member By: Kimberly S. Mackmin Its: Vice President COMMONWEALTH F VIRGINIA, CITY/COUNTY OF P" , to -wit: The foregoing instrument was acknowledged before me this day of May, 2014 by Kimberly S. Mackmin, Vice President of BROOKFIELD STEPHENSON VILLAGE, L.L.C. R My commission expires: Registration Number: ' &a- 13 0 M cn SNOWDEN BRIDGE COMMUNITY ASSOCIATION By: Scott D. Gookin Its: President COMMONWEALTH OF VIRGINIA, CITY/COUNTY OF Fq^ . , to -wit: The foregoing instrument was acknowledged before me this 14 day of May, 2014 by Scott D. Gookin of SNOWDEN BRIDGE COMMUNITY ASSOCIATION. My commission Registration Nun RAMIE CORNER COMMUNITY ASSOCIATION fak 1� By: Scott D. Gookin Its: President COMMONWEALTH OFF_ V19GIINIA, CITY/COUNTY OF `L , to -wit: The foregoing instrument wasacknowledged before me this N day of May, 2014 by Scott D. Gookin, President of RAMIE CORNER COMMUNITY ASSOCIATION. My commission expires: T .5. Registration Number: 14 J.i'�yoNw*"''��. a�f3 's Z COUNTYMFIMN Department of Planning and Development 540/665-5651 FAX: 540/665-6395 August 22, 2013 Greenway Engineering Attention: Kurt Pennington 151 Windy Hill Lane Winchester, VA 22602 RE: Snowden Bridge Section VII- Design Plan Approval PIN #44-A-292A & 44-A-293 Dear Mr. Pennington: This letter is to confirm that the subdivision design plan for Snowden Bridge Section 7 has been approved. Enclosed are three (3) full sets of plans for your records and distribution. It is now appropriate for you to submit the final plats for this subdivision. Remember that subdivision plats must reflect the approved subdivision plans. Should you have any questions, please do not hesitate to call me at (540) 665-5651. DMJ/pd Attachments cc: Charles DeHaven, Jr., Stonewall District Supervisor Gary Oates and Stan Crockett, Stonewall District Planning Commissioners Jane Anderson, Real Estate Commission of Revenue Brookfield Stephenson Village, LLC, 8500 Executive Park Ave., Ste. 300, Fairfax, VA 22031 107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000 Dana Johnston From: Kurt D. Pennington [kpennington@greenwayeng.com] Sent: Wednesday, July 31, 2013 11:43 AM To: Dana Johnston Subject: FW: Snowden Bridge Section 7 Site Plan Approval DJ, Here is the final approval of the Section 7 Design plans from VDOT. This is the last approval that you should need. Please let me know what you need to complete you final approval of the plans. Kurt From: Rhodes, Timothy. (VDOT) [mailto:Timothy.Rhodes(o)vdot.virginia.gov] Sent: Monday, July 29, 2013 3:43 PM To: Randy Kepler Cc: Kurt D. Pennington; Smith, Matthew, P.E. (VDOT); Ingram, Lloyd (VDOT); Funkhouser, Rhonda (VDOT); Hoffman, Gregory (VDOT); Bishop, John. (VDOT); 'mcheran@co.frederick.va.us'; Evan Wyatt Subject: Snowden Bridge Section 7 Site Plan Approval DEPARTMENT OF TRANSPORTATION Staunton/Edinburg Land Development 14031 Old Valley Pike Edinburg, VA 22824 A VDOT review has been conducted for the Snowden Bridge Section 7 Plan dated July 9, 2013 that was received in our office on July 12, 2013. Based off of the review of the Drawings, all of the previous VDOT comments have been addressed and the Site Plan is approved by our office. Please ensure that all applicable agencies have the most recent set of approved Drawings. We offer the following general comments: Our review and comments are general in nature. Should details be overlooked during plan review or conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the department. • Materials used and methods of construction shall adhere to the current observed VDOT Road and Bridge Specifications, Road and Bridge Standards, Manual on Uniform Traffic Control Devices, and Land Use Permit Special Provisions. • A preconstruction conference should be held by the engineer and/or the developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to initiation of work. • 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. • Any construction related changes to the approved plan must come through the design engineer to VDOT for approval. Please allow a minimum of 5 business days for VDOT review. • Prior to VDOT's acceptance of the roads in this development, a land use permit with the associated LUP-LSP shall be completed for all Landscaping performed on VDOT right-of-way. The Landscaping shall be installed AND maintained by an entity other than VDOT. I have attached the LUP-LSP for your convenience. In addition to the Landscaping, a Land Use Permit shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and may require application fees, the salary & expenses of a State assigned inspector, and surety bond coverage. Once satisfactory application has been made, a permit will normally take 20-30 days to process and issue. In addition to the above comments, VDOT would like to note that while none of the Fraxinus pennsylvanica'Marshall's Seedless' trees are to be planted on VDOT right-of-way, our Roadside Manager humbly recommends eliminating all green ash (Fraxinus pennsylvanica) and replacing with a substitute species due to the increasing presence and threat of the Emerald Ash Borer. The Roadside Manager also recommends eliminating all Leyland cypress due to their susceptibility to bagworm infestations ... which require annual insecticide treatments. If you have any questions or need further information, please do not hesitate to contact me. Sincerely, Tim Rhodes, Permit Specialist Virginia Department of Transportation Land Development -Clarke, Frederick, Shenandoah z and Warren Counties 14031 Old Valley Pike Edinburg, VA. 22824 (540)-984-5620 COMMONWEALTH of VIR.CjINIA DEPARTMENT OF ENVIRONMENTAL. QUALITY VALLEY REGIONAL 01410E> L Preston Brvant.Jr 44€ 1 Early Road, P.O Box 3000, Harrisonburg, Virginia 22801 Secretary ol'Nawraf Resources (540) 574-7800 Fax (540) 574-7875 www deq virginia gov David R Pavlor Direcux Amy Thatcher Owens Rcg.iomd Director November 18, 2008-r;_-�.i��_ Inr flJ, r '�� Illli Richard T. Dengler { Nf.1V 0 10I]8 Brookfield Stephenson Village, LLC 8500 Executive Park Avenue, Suite 300 Fairfax, Virginia 22031 RE: Modification of VWP Individual Permit No. 05-1518 Stephenson Village Planned Residential Community, Frederick County, Virginia Dear Mr_ Dengler: Pursuant to the Virginia Water Protection (VWP) Permit Program Regulation 9 VAC 25-210-10 and § 401 of the Clean Water Act Amendments of 1977, Public Law 95-217, the Department of Environmental Quality (DEQ) has granted a modification of the VWP individual permit for this project,. The proposed project will result in the impacts specified in the enclosed permit and fact sheet_ As provided by Rule 2A:2 of the Supreme Court of Virginia, you have 30 calendar days from the date you received this notification, or the date on which it was mailed (whichever occurred first) within which to appeal this decision by filing a notice of appeal in accordance with the Rules of the Supreme Court of Virginia with the Director of DEQ. If you received this notification by mail, you have 33 calendar days instead. Refer to Part 2A of the Rules of the Supreme Court of Virginia for additional requirements governing appeals from administrative agencies. Alternatively, any land owner under §§ 611-44 16, 62..1-44,17 and 62,1-44.19 of the State Water Control Law, who is aggrieved by any action of the State Water Control Board (Board) that was taken without a formal hearing, may file a written request to the Board for a formal hearing of such owner's grievance. The request must meet the requirements set forth the Board's Procedural Rule No. 1 (9 VAC 25-230-130 B) and must be filed within 30 calendar days of receiving this notification If you have any questions, please contact Kate B. L.ago at (540) 574-7850 or kblago@deq.virginia.gov. Sincerely, Y V{ C hary M. Simmd , P.E. Deputy Regional Director Enclosures: VWP Individual Permit No. 05-1518, Fact Sheet and Approval Memo cc: Ron Stouffer, U-S. Army Corps of Engineers Elizabeth Gallup, Virginia Marine Resources Commission Brad Helmandollar, Williamsburg Environmental Group VWP Permit File MEMORANDUM DEPARTMENT OF ENVIRONMENTAL QUALITY VALLEY REGIONAL OFFICE 4411 Early Road - P.O. Box 3000 Harrisonburg. VA 22801 SUBJECT: Modification of VWP Permit No. 05-1518, Stephenson Village Planned Residential Community TO: Deputy Regional Director FROM: Regional Water Permits Manag r DATE: November 10, 2008 COPIES: VRO Permit Processing File Other Aeency Comments: VDH had no objections to the application. DGIF comments were addressed in the permit. DCR comments were addressed in the permit. VMRC had no objections to the application:. No other agency comments were received. Public Notice Comments: No comments were received. Staff Comments: None. VIRGINIA WATER PROTECTION INDIVIDUAL PERMIT MAJOR MODIFICATION FACT SHEET Department of Environmental Quality — Valley Regional Office PO Box 3000 Harrisonburg, VA 22801 SUBJECT: Modification of Virginia Water Protection Individual Permit Number 05-1518, Stephenson Village Planned Residential Community TO: B. Keith Fowler Water Permits Manager FROM: Kate B. Lago Water Permit Writer Senior DEQ-Valley Regional Office PO Box 3000 Harrisonburg, VA 22801 DATE: November 10, 2008 COPY: VWP Permit File DEQ has reviewed the subject VWP application and has determined that the project qualifies for an individual permit. Based on the information provided in the application, and in compliance with § 401 of the Clean Water Act (33 USC 1341), the State Water Control Law, and relevant regulations, DEQ has determined that there is a reasonable assurance that the proposed activity subject to this permit will protect instream beneficial uses, will not violate applicable water quality standards, and will not cause or contribute to significant impairment of state waters or fish and wildlife resources, provided the permittee complies with all permit conditions, Surface water impacts have been avoided and minimized to the maximum extent practicable. The proposed permit also addresses no net loss of wetland acreage and function through compensatory mitigation and adequately assesses compensation implementation via success monitoring and reporting. The following details the application review process and summarizes relevant information for developing the permit conditions. 1. Contact Information: Permittee Legal Name and Address: Richard T. Dengler Brookfield Stephenson Village, LLC 8500 Executive Park Avenue, Suite 300 Fairfax, Virginia 22031 Owner Legal Name and Address: Same as above Agent Legal Name and Address: 2. Processing Dates: See tracking sheet 3. Project Location: Williamsburg Environmental Group, Inc, Brad Helmandollar 7501 Boulders View Drive Suite 205 Riclunond, Virginia 2.3225 City/County: Frederick County Waterbody: Hiatt Run, UT of Hiatt Run and Opequon Creek Basin: Potomac Subbasin: Potomac River HUC: 02070004 Section: 11 Class: IV Special Standards: pH 6.5-9.5 4. Project Description: Modification of the existing Stephenson Village Planned Residential Community to include original and additional impacts as noted in Part LA.1. 5. Project Impacts: Refer to draft permit Part I.A. 6. Avoidance and Minimization Efforts (9 VAC 25-210-115.C.): Avoidance and minimization efforts were taken in the planning for the original permit. Due to changes in grading involved in the final construction plan, additional wetland and open water impacts are required, but the stream impacts associated with the project have decreased. 7. Compensation for Unavoidable Impacts (9 VAC 25-210-116.A.): Refer to draft permit Part I.H.1. 8. Site Inspection: A site visit was conducted on May 20, 2008 by Kate Lago. 9. Riparian Landowner Notification (State Water Control Law, Section 62.1-44.15:4 D): All riparian landowners located within one-half mile downstream of each distinct impact area were notified on February 4, 2008. 10. Relevant Regulatory Agency Comments (State Water Control Law, 62.1-44.15:5.C.): As part of the application review process, DEQ contacted the appropriate state regulatory agencies. Any relevant agency conunents were addressed in the V WP individual permit Part I - Special Conditions. Summary of Other Agency Comments and Actions The Virginia Department of Health (VDH), per comments received on December I9, 2007, indicated no public water supply raw water intakes are located in the vicinity of this project or immediately downstream. VDH does not object to the permit„ The Virginia Department of Game and Inland Fisheries (DGIF), per comments received on January 28, 2008, a wood turtle survey was requested. The survey was submitted by the applicant on March 12, 2008. On March 1.3, 2008, additional comments from DGIF stated that suitable habitat for the wood turtle is not present on site.. However, to minimize adverse impacts upon other wildlife resources, DGIF recommends the following which were submitted when the project was originally permitted: 1) All contractors associated with work at this site should be made aware of the possibility of wood turtles on site and become familiar, with their appearance, status and life history. If any wood turtles are encountered and are in jeopardy during the development or construction of this project, immediately remove them from danger and move them safely to suitable habitat in or near the closest perennial stream. Any relocations should be coordinated with .I.D. Kleopfer, VDGIF Wildlife Diversity Biologist, at 804-829-6580 and the attached wood turtle observation form should be completed and sent to DGIF. An appropriate information sheet to distribute to contractors and employees could include the following text below a picture of a wood turtle: "The wood turtle is a State Threatened species that may be found in or near the project area. Description: A medium sized semi -terrestrial turtle, adults are 6-8 inches long. The dull brown upper shell is very rough; each section of the shell is composed of growth rings that form an irregular pyramid. However, there can be great variation in appearance and especially in older turtles, the upper shell may appear- smooth. The bottom shell is yellow with black blotches. It has a black head and dark brown extremities. The yellow to burnt orange skin on the neck and in the leg sockets is a distinguishing characteristic.. If one of these turtles is found within the project/road area, it should be carefully removed to safety in suitable habitat (a run or deep pool with sandy or muddy bottom and submerged roots, branches, or logs) in the nearest perennial stream. It is a violation of Virginia law to harm or keep for personal possession a wood turtle. If you have any questions concerning this species, please call the Virginia Department of Game and Inland Fisheries at 804-367-6913." 2) Conducting any in -stream activities during low or no -flow conditions, using non - erodible cofferdams to isolate the construction area, blocking no more than 50% of the streamflow at any given time, stockpiling excavated material in a manner that prevents reentry into the stream, restoring original streambed and streambank contours, revegetating barren areas with native vegetation, and implementing strict erosion and sediment control measures., Due to future maintenance costs associated with culverts, and the loss of riparian and aquatic habitat, we prefer stream crossings to be constructed via clear -span bridges. However, if this is not possible, we recommend countersinking any culverts below the streambed at least 6 inches, or the use of bottomless culverts, to allow passage of aquatic organisms. We also recommend the installation of floodplain culverts to carry bankfuli discharges. 3) The applicant should avoid and minimize impacts to undisturbed forest, wetlands, and streams to the fullest extent practicable. Avoidance and minimization of impact may include relocating stream channels as opposed to filling or channelizing as well as using, and incorporating into the development plan, a natural stream channel design and wooded buffers. We recommend maintaining undisturbed wooded buffers of at least 100 feet in width around all on -site wetlands and on both sides of all perennial and intermittent streams. We recommend maintaining wooded lots to the fullest extent possible. We generally do not support proposals to mitigate wetland impacts through the construction of stormwater management ponds, nor do we support the creation of in -stream stormwater management ponds. We are willing to assist the applicant in developing a plan that includes open -space, wildlife habitat, and natural stream channels which retain their wooded buffers. 4) Stormwater controls for this project be designed to replicate and maintain the hydrographic condition of the site prior to the change in landscape. This should include, but not be limited to, utilizing bioretention areas, and minimizing the use of curb and gutter in favor of grassed swales. Bioretention areas (also called rain gardens) and grass swales are components of Low Impact Development (LID). They are designed to capture stormwater runoff as close to the source as possible and allow it to slowly infiltrate into the surrounding soil. They benefit natural resources by filtering pollutants and decreasing downstream runoff volumes. The Virginia Department of Conservation and Recreation (DCR) comments were received on .January 24, 2008. Division of'Natural Heritage. DCR's Division of Natural Heritage has searched its Biotics Data System for occurrences of natural heritage resources from the area outlined on the submitted map.. Natural heritage resources are defined as the habitat of rare, threatened, or endangered plant and animal species, unique or exemplary natural communities, and significant geologic formations. Biotics documents the presence of natural heritage resources in the project area. The Wood turtle (Glyptemys insculpta, G4/S2/NL/LT) has been documented downstream in Opequon Creels. DCR recommends coordination with the VDGIF to ensure compliance with protected species legislation, and implementation of and strict adherence to applicable state and local erosion and sediment control/storm water management laws and regulations. DCR found no indication of the presence of any State Natural Area Preserves under their jurisdiction in the project vicinity. Division of Soil and Water. Project involving land -disturbing activity 10,000 square feet or equal to or greater than 2,500 square feet in all areas subject to the Chesapeake Bay Preservation Act, must comply with the Virginia Erosion and Sediment Control Law and all applicable regulations adopted in accordance with that law. Project involving land - disturbing activity equal to or greater than one acre, or equal to or greater than 2,500 square feet in all areas of the jurisdictions designated as subject to the Chesapeake Bay Preservation Area Designation and Management Regulations adopted pursuant to the Chesapeake Bay Stormwater Management Program (VSMP) Permit Regulations adopted in accordance with the Act. If you have project specific questions please contact the Virginia Department of Conservation and Recreation Warrenton Regional Office at (540) 347-6420. The Virginia Department of Agriculture and Consumer Resources (VDACS), under a Memorandum of Agreement, DCR represents VDACS in comments regarding potential impacts on state -listed threatened and endangered plant and insect species. The current activity will not affect any documented state -listed plants or insects. The Virginia Marine Resources Commission (VMRC), per continents received December 14, 2007, no permit required. 12. Special Conditions: The following special conditions were developed to protect instream beneficial uses, to ensure compliance with applicable water quality standards, to prevent significant impairment of state waters or fish and wildlife resources, and to provide for no net loss of wetland acreage and function through compensatory mitigation and success monitoring and reporting. Part I — Special Conditions: All Part I special conditions are based on guidance provided by the VWP Permit Manual for this activity. Part II — General Condition: General Conditions are applied to all VWP individual permits, as stated in the VWPP regulation at 9 VAC 2.5-210-90. Part I.A.I. Modified to include the additional impacts of 0.3 acres PEM and 0.07 acres of open water. The modification also reduced stream impacts by 2 linear feet. Based on the Unified Stream Methodology (USM), stream impacts are now Iisted as a single number rather than as perennial and intermittent. Part L,A.2., Based on the Unified Stream Methodology (USM), stream impacts are now listed as a single number rather than as perennial and intermittent. Part I.H.1. Modified to include additional on -site mitigation for new impacts at a ratio of 1:1 for both PEM wetlands and open waters. 13. General Standard: This project may result in minimal, temporary impacts to beneficial uses related to the propagation and growth of aquatic life as defined in the General Standard. Provided the permittee abides by the conditions of the permit, no substances shall enter state waters in concentrations, amounts or combinations that would contravene established standards or interfere with beneficial uses or are inimical or harmful to human, animal, plant, or aquatic life. COMMONWEALTH of VIRCjINIA DEPARTMENT OF ENVIRONMENTAL QUALITY VWP Individual Permit No. 05-I518 Effective Date: January 5, 2007 Major Modification Date: November 18, 2008 Expiration Date: .January 4, 2022 VIRGINIA WATER PROTECTION PERMIT MODIFIED PURSUANT TO THE STATE WATER CONTROL LAW AND § 401 OF THE CLEAN WATER ACT Based upon an examination of the information submitted by the owner, and in compliance with § 401 of the Clean Water Act, as amended (33 USC 1251 et seq_), and the State Water Control Law and regulations adopted pursuant thereto, the board has determined that there is a reasonable assurance that the activity authorized by this permit, if conducted in accordance with the conditions set forth herein, will protect instrearn beneficial uses and will not violate applicable water quality standards. The board finds that the effect of the impact, together with other existing or proposed impacts to wetlands, will not cause or, contribute to a significant impairment to state waters or fish and wildlife resources. Project name: Stephenson Village Planned Residential Community Permittee: Richard J. IDengler, Brookfield Stephenson Village, LLC Address: 8500 Executive Park Avenue, Suite 300, Fairfax, Virginia 22031 Activity Location: The project is located one mile east of Rt. I 1 on Old Charlestown Road (Route 761), Frederick County, VA Activity Description: Development of a planned residential community on approximately 795 acres. The proposed project impacts are identified in Part I.A. of the permit. The permitted activity shall be in accordance with the permit application, this cover page, Part I - Special Conditions, and Part II - General Conditions. (-� 1/Lt DeputydReonal birector, Department of Environmental Quality Date VWP Individual Permit No. 05-1518 A. AUTHORIZED ACTIVITIES Part I - Special Conditions Page 1 of 22 This permit authorizes the following impacts as indicated in the application dated .tune 30, 2005, modified on November 15, 2007, and deemed complete by DEQ on July 24, 2008. The permit authorization and conditions are also based on additional submittals approved by DEQ.. 1. Permanent impacts to no more than 0.91 acre of Palustrine Emergent (PEM) wetlands, 0.16 acre of Palustrine Scrub -Shrub (PSS) wetlands, 0.23 acres of'Palustrine Forested (PFO) wetlands, 0.16 acres of open water and 2,376 linear feet of stream channel associated with Hiatt Run, unnarned tributaries to Hiatt Run and Opequon Creek.. 2. Temporary impact of 0.08 acres of PEM wetlands, 509 linear feet of stream channel for utility installation. B. REPORTING REQUIREMENTS 1.. Project status reports shall be submitted by the l Oth of each month until submittal of the pre - construction notification required in Part LGA. below. These reports shall provide an estimated date by which work at each permitted impact area is expected to commence. 2. All required notifications and submittals shall be submitted to the DEQ office stated below, to the attention of the VWP permit manager, unless directed in writing by DEQ subsequent to the issuance of this permit: DEQ Valley Regional Office, 4411 Early Road, P.O. Box .3000, Harrisonburg, VA 22801 All reports required by this pemiit and other information requested by DEQ shall be signed by the permittee or a person acting in the pennittee's behalf, with the authority to bind the permittee. A person is a duly authorized representative only if both criteria below are met. If a representative authorization is no longer valid because of a change in responsibility for the overall operation of the facility, a new authorization shall be immediately submitted to DEQ. a.. The authorization is made in writing by the permittee. b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, superintendent, or position of equivalent responsibility. A duly authorized representative may thus be either a named individual or any individual occupying a named position. 4. All submittals shall contain the following signed certification statement: "I certify under penalty of law that this document and all attaclunents were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, VWP Individual Permit No, 05-1518 Part I - Special Conditions Page 2 of 22 and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." 5. Any fish kills or spills of fuels or oils shall be reported to DEQ immediately upon discovery at (540) 574-7800. If DEQ cannot be reached, the spill shall be reported to the Virginia Department of Emergency Management (DEM) at 1-800-468-8892 or the National Response Center (NRC) at 1-800-424-8802. 6. DEQ shall be notified in writing within 24 hours or as soon as possible on the next business day when potential environmentally threatening conditions are encountered which require debris removal or involve potentially toxic substances. Measures to remove the obstruction, material, or toxic substance or to change the location of any structure are prohibited until approved by DEQ. 7. The permittee shall notify the DEQ of any additional impacts to surface waters, including wetlands; and of any change to the type of'surface water impacts associated with this project. Any additional impacts, modifications, or changes shall be subject to individual permit review and/or modification of this permit. Compensation may be required. C. STANDARD PROJECT CONDITIONS 1. The activities authorized by this permit shall be executed in such a manner that any impacts to stream beneficial uses are minimized. As defined in § 62.1-10(b) of the Code, "beneficial use" means both instream and offstream uses. instream beneficial uses include, but are not limited to, the protection of fish and wildlife habitat, maintenance of waste assimilation, recreation, navigation, and cultural and aesthetic values. Offstream beneficial uses include, but are not limited to, domestic (including public water supply), agricultural, electric power generation, commercial, and industrial uses. Public water supply uses for human consiunption shall be considered the highest priority. 2. No activity shall substantially disrupt the movement of aquatic life indigenous to the water body, including those species that normally migrate through the area, unless the primary purpose of the activity is to impound water. At crossings of streams, pipes and culverts less than 24 inches in diameter shall be countersunk a minimum of three inches, and pipes and culverts greater than 24 inches in diameter shall be countersunk a minimum of six inches to provide for the re-establishment of a natural stream bottom and to maintain a low flow channel. For multiple -celled culverts, only the bottoms of those cells situated below the limits of ordinary high water shall be countersunk. To the greatest extent practicable, other cells, pipes, or culverts shall be elevated to provide a natural distribution of flood flows. The requirement to countersink shall not apply to extensions or maintenance of existing culverts that are not countersunk, to floodplain culverts being placed above ordinary high water; to culverts being placed on bedrock, or to culverts required to be placed on slopes 5% or greater. 4. Flows downstream of the project area shall be maintained to protect all uses. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 3 of 22 5. No activity shall cause more than minimal adverse effect on navigation, and no activity shall block more than half of the width of the stream at any given time. 6.. The activity shall not impede the passage of normal or expected high flows, and any associated structure shall withstand expected high flows. 7. Continuous flow of perennial springs shall be maintained by the installation of spring boxes, French drains, or other similar structures. 8. Activities shall be conducted in accordance with any Time -of -Year restriction(s) as recommended by the Department of Game and Inland Fisheries or the Virginia Marine Resources Commission. The permittee shall retain a copy of the agency correspondence concerning the Time -of -Year restriction(s), or the lack thereof, for the duration of the construction phase of the project. 9� All excavation, dredging, or filling in surface waters shall be accomplished in a manner that minimizes bottom disturbance and turbidity,. Turbidity levels downstream of the construction site shall not exceed turbidity levels upstream of the construction site at any time. 10. All in -stream activities shall be conducted during low -flow conditions whenever practicable. 11 � All construction, construction access, and demolition activities associated with this project shall be accomplished in a manner that minimizes construction materials or waste materials from entering surface waters, unless authorized by this permit. Wet, excess, or waste concrete shall be prohibited from entering surface waters. 12. All fill material placed in surface waters shall be clean and free of contaminants in toxic concentrations or amounts in accordance with all applicable laws and regulations. 13. Stormwater runoff shall be prohibited from directly discharging into any surface waters. Best management practices (BMP) designed, installed, and maintained, as described in the Virginia Erosion and Sediment Control Handbook (Third Edition, 1992, or the most recent version in effect at the time of construction) and the Virginia Stormwater Management Handbook (First Edition, 1999, or the most recent version in effect at the time of construction), shall be deemed suitable treatment prior to discharge into surface waters. Installation of alternative practices not described in these references shall be submitted to DEQ for approval prior to beginning construction. 14. Measures shall be employed at all times to prevent and contain spills of fuels, lubricants, or other pollutants into surface waters. 15. Machinery or heavy equipment in temporarily impacted wetlands shall be placed on mats or geotextile fabric, or other suitable means shall be implemented, to minimize soil disturbance to the maximum extent practical. Mats, fabrics, or other measures shall be removed as soon as the work is complete in the temporarily impacted wetland VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 4 of 22 16. Heavy equipment is authorized for use within the stream channel during project construction or stream restoration activities when site conditions prohibit access from the streambank. The equipment shall be stationed on cobble bars and the activities conducted in the dry or during low flow conditions, whenever possible. 17. Temporary disturbances to wetlands, stream channels, and/or stream banks during project construction activities shall be avoided and minimized to the maximum extent practicable. 18. All temporarily disturbed wetland areas shall be restored to preconstruction conditions within 30 calendar days of completing work in the areas, which shall include re-establishing pre - construction contours, and planting or seeding with appropriate wetland vegetation according to cover type (emergent, scrub/shrub, or forested), except for invasive species identified on DCR's Invasive Alien Plant Species of Virginia list. The permittee shall take all appropriate measures to promote and maintain the revegetation of temporarily disturbed surface waters through the second year post -disturbance. 19. All temporarily impacted streams and stream banks shall be restored to their original elevations and contours within 30 calendar- days following the construction at that stream segment, and the banks shall be seeded or planted with the same vegetative cover type originally present along the banks, including supplemental erosion control grasses if necessary but not including invasive species identified on DCR's Invasive Alien Plant Species of Virginia list. The permittee shall take all appropriate measures to promote and maintain the revegetation of temporarily disturbed surface waters through the second year post -disturbance. 20. All materials (including fill, construction debris, excavated materials, and woody materials, that are temporarily placed in wetlands, in stream channels, or on stream banks) shall be placed on mats or geotextile fabric, shall be immediately stabilized to prevent the material or leachate from entering surface waters, and shall be entirely removed within 30 calendar days following completion of that construction activity. After removal, disturbed areas shall be returned to original contours, shall be stabilized, and shall be restored to the original vegetated state within 30 calendar days. The permittee shall take all appropriate measures to promote and maintain the revegetation of temporarily disturbed surface waters through the second year post -disturbance. 21. Temporary in -stream construction features such as cofferdams shall be made of non -erodible materials. 22. Virginia Water Quality Standards shall not be violated in any surface waters as a result of the project activities. 23. Seeds used for all project and compensation activities shall conform to the Virginia Seed Law (Sections 3.1-262 Code of Virginia) and Virginia Seed Regulations (2 VAC 5-290-10 et seq). 24. Erosion and sedimentation controls shall be designed in accordance with the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992, or the most recent version in effect at the time of construction. These controls shall be placed prior to clearing and grading activities and shall be maintained in good working order, to minimize impacts to surface waters. These VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 5 of 22 controls shall remain in place only until clearing and grading activities cease and these areas have been stabilized. 25. All non -impacted wetlands, streams, and designated upland buffers that are within the project or right-of-way limits, and that are within fifty feet of any project activities, shall be clearly flagged or demarcated for the life of the construction activity within that area. All non -impacted open water areas within the project or right-of-way limits, and that are within fifty feet of any project activities, shall be clearly flagged or, demarcated, as practicable, for the life of the construction activity within that area. The permittee shall notify all contractors and subcontractors that no activities are to occur in these marked areas. 26. AlI contractors associated with work at this site shall be made aware of the possibility of wood turtles on site and become familiar with their appearance, status and life history. If any wood turtles are encountered and are in jeopardy during the development or construction of this project, immediately remove them from danger and move them safely to suitable habitat in or near the closest perennial stream. Any relocations should be coordinated with J.D. KIepfer, VDGIF Wildlife Diversity Biologist, at 804-829-6580 and the wood turtle observation form should be completed and sent to DGIF. D. PROJECTS INVOLVING UTILITIES 1. All utility line work in surface waters shall be performed in a manner that minimizes disturbance in each area. Temporarily disturbed surface waters shall be restored in accordance with Part I.C.18, C.19, and C.20, unless otherwise authorized by this permit. 2. Material resulting from trench excavation may be temporarily sidecast into wetlands not to exceed a total of 90 calendar days, provided the material is not placed in a manner such that it is dispersed by currents or other forces. 3. The trench for a utility line cannot be constructed in a manner that drains wetlands (e.g., backfilling with extensive gravel layers creating a French drain effect). E. PROJECTS INVOLVING ROAD CROSSINGS 1. Access roads authorized by this permit shall be constructed to minimize the adverse effects on surface waters to the maximum extent practicable and to follow as near as possible pre - construction contours and elevations. Bridges or culverts, when located above the pre - construction contours and elevations in surface waters, shall be installed. 2. Installation of pipes and road crossings shall occur in the dry via the implementation of cofferdams, sheetpiling, stream diversions or, other similar structures. 3. All surface waters temporarily affected by a road crossing shall be restored to their original elevations immediately following the removal of that particular temporary crossing. Temporary access roads shall be removed entirely following activity completion.. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 6 of'22 4, If stream channelization or, relocation is required, all work in surface waters shall be done in the dry, unless authorized by this permit, and all flows shall be diverted around the channelization or relocation area until the new.channel is stabilized. This work shall be accomplished by leaving a plug at the inlet and outlet ends of the new channel during excavation. Once the new channel has been stabilized, flow shall be routed into the new channel by first removing the downstream plug and then the upstream plug. The stream channelization or relocation shall be constructed following the typical sections submitted with the application and should incorporate natural stream channel design principles to the greatest extent practicable. A Iow flow channel shall be constructed within the channelized or relocated area. The centerline of the channel shall meander, to the extent possible, to mimic natural stream morphology. The rerouted stream flow shall be fully established before construction activities in the old streambed can begin. 5. Stream bottom elevations at road crossings shall be measured at the inlet and outlet of the proposed structure and recorded prior to construction and within one week after the completion of construction to ensure that the design elevations were met. This information shall be available for review by DEQ upon request. F. PROJECTS INVOLVING STORMWATER MANAGEMENT STRUCTURES Stormwater management facilities shall be installed in accordance with best management practices and watershed protection techniques (as per the Dept. of Conservation and Recreation's Stormwater Management Handbook, First Edition, 1999, or the most recent version in effect at the time of construction), such as vegetated buffers, siting considerations to minimize adverse effects to aquatic resources, and bioengineering methods incorporated into the facility design to benefit water quality and minimize adverse effects to aquatic resources, that provide for long- term aquatic resources protection and enhancement, to the maximum extent practicable. 2. The outfall and overflow structure shall be constructed and maintained to prevent downstream sediment deposition, erosion, or scour that may be associated with normal flow and any expected storm flows. Construction shall include the use of an appropriately sized riprap outlet protection apron at the outfall site. 3. A complete stormwater facility management plan shall be submitted to the DEQ for each stormwater management facility authorized by the permit. Maintenance excavation shall follow the approved maintenance plan, and shall not exceed the original contours of the facility as constructed. 4. Compensation for unavoidable impacts shall not be allowed within maintenance areas of stormwater management facilities. 5. Maintenance within stormwater management facilities will not require compensation provided that the maintenance is accomplished in designated maintenance areas as indicated in the stormwater management maintenance plan. 6. Draining of a stormwater management facility shall be performed by a method that prevents downstream sediment deposition, erosion, or scour. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 7 of 22 G. PROJECT CONSTRUCTION MONITORING AND SUBMITTALS (IMPACT SITE) Pre -Construction Monitoring 1. The permittee shall conduct photographic monitoring of pre -construction conditions in permitted permanent and temporary impact areas covered by this permit. Photographic monitoring shall be conducted by the following method: Enumerated photo stations shall be established at each permitted impact area that shall be used for the duration of construction activities. The directional orientation of each photo station shall remain constant during all monitoring events. Photo stations shall be sufficient to represent permitted activities. Photo stations may be established via water craft or temporary floating structures.. Each photograph taken shall be labeled with the permit number, the permitted impact area, the photo station number, the photograph orientation, the date and time of the photograph, the name of the person taking the photograph, and a brief description of the photograph subject. This information shall be provided as a separate attachment to each photograph, if necessary, Pre -Construction Submittals 2. Final plans for the project construction activities authorized by this permit shall be submitted 30 calendar days prior to initiating any land disturbance or construction in permitted impact areas. Construction activities shall not be initiated until DEQ has both reviewed and commented on the plans, or until 30 calendar days have passed, during which time no DEQ comments were received regarding the plan. In the event DEQ submits comments on the final plans, construction shall not proceed until comments are resolved to DEQ's satisfaction. 3. Construction shall be performed in accordance with the final construction plans submitted to DEQ. Final construction plans shall include the location and orientation of all photo monitoring stations. Any changes to the final plans for permitted areas shall be submitted to DEQ immediately upon determination that changes are necessary. DEQ approval shall be required prior to implementing the changes. 4. The permittee shall submit written notification at least ten calendar days prior to the initiation of land disturbance or construction activities in permitted areas. The notification shall include a projected schedule for initiating and completing work at each permitted impact area.. Monitoring During Construction 5. The permittee shall conduct photographic monitoring of construction activities to document that the permitted activities are in compliance with permit conditions, and to document any events that are not in compliance with the construction -related permit conditions. The permittee shall use the same photo method and location that was used for pre -construction monitoring. 6. Photographic monitoring during activities in each permitted impact area shall be required monthly for the first three months and quarterly thereafter. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 8 of 22 7. For temporary disturbances to surface waters, the permittee shall conduct photographic monitoring after the temporary disturbance activity is complete in order to document that the area has been restored in compliance with these permit conditions. 8. Construction photographic data, except for temporarily disturbed surface waters, shall be submitted with construction monitoring reports as detailed in Part I.G.9. Construction Monitoring Reports 9. Construction Monitoring Reports shall be submitted to DEQ monthly for the first three months and quarterly thereafter. The reports shall be submitted by the 10t' calendar day of the month after the month in which monitoring takes place. The reports shall include the following, as appropriate: a. A written narrative stating whether or not work was performed during the monitoring period in each permitted impact area. If work was performed, the narrative shall include a description of the work performed, when the work was initiated, and the expected date of completion. b. A summary of activities conducted to comply with the permit conditions, including items associated with meeting specific permit conditions and a description of erosion and sediment controls used to protect water quality and any maintenance performed on the controls. c. A written summary, including photographs, of non-compliance events or problems encountered, any corrective actions taken, and any subsequent notifications to DEQ. d. A summary of anticipated work to be completed during the next reporting period, and an estimated date of construction completion at all permitted impact areas. e. A labeled site map depicting all permitted impact areas and photo stations. f. Properly labeled photographs, including those documenting the completed restoration of temporarily disturbed surface waters. The first construction monitoring report shall also include the photographs taken at each permitted impact area prior to initiation of land disturbance or construction activities in that area. Post -Construction Monitoring 10. The permittee shall conduct photographic monitoring of all permitted impact areas upon completion of construction and stabilization of the area. The permittee shall use the same photo method and location that was used for pre -construction monitoring. Post -Construction Submittals 11. Post -construction photographs of permitted impact areas shall be submitted within .30 calendar days of completing the entire construction project. VWP Individual Permit No_ 05-1518 Part I - Special Conditions Page 9 of 22 12. The permittee shall submit an annual photograph, through the second year post -disturbance, documenting the conditions at each temporarily disturbed surface water area. 13. The permittee shall submit written notification within 30 calendar days after the completion of all activities in all permitted impact areas authorized under this permit. H. ON SITE CREATION, RESTORATION, AND/OR PRESERVATION COMPENSATORY MITIGATION 1. The permittee shall provide on -site compensation at the following ratios and amounts: Wetland Type Actual Area Impacted (ac.) Mitigation Ratio Mitigation Area Required (ac.) PEM permanent 0.91 j 1:1 0.91 POW permanent 0.16 1.87:1 0.30 PSS permanent 0.16 1.5:1 0.25 PFO conversion 1 0.03 1.5:1 0.05 PFO permanent 0.20 2:1 0.40 Total 1.46 1.91 PEM. compensation will be achieved through the enhancement and preservation of approximately 4.15 acres of low value PEM wetland with a 50-foot upland buffer.. PSS compensation will be achieved through the enhancement of 1.22 acres of low value PEM wetland into 1.22 acres of PSS wetland with a 50-foot upland buffer. PFO compensation will be achieved through the enhancement and creation of 0.45 acre of'PFO wetland at the existing farm pond with 50-foot upland buffers. POW compensation will be achieved through the creation of 0.3 acre of POW. All wetland compensation activities shall be conducted in accordance with the Final Wetland Compensation Plan, upon Plan approval. In addition, the compensation sites shall be preserved in perpetuity with buffers, as described in the final wetlands compensation plan. 2. The permittee shall provide on -site stream compensation for the proposed .2,345 linear feet of intermittent stream impact and the 33 linear feet of perennial stream impact via restoration of two unnamed intermittent channels through buffer creation and enhancement, cattle exclusion, and stream bank stabilization (one channel is approximately 1,000 linear feet, the other is approximately 850 linear feet); and, the restoration of approximately 1,880 linear feet of Hiatt Run through buffer creation and enhancement, cattle exclusion, and stream bank stabilization. All stream restoration activities shall be done in accordance with the Final Stream Compensation Plan, upon PIan approval. In addition, all proposed stream compensation sites and associated 100 foot buffers shall be preserved in perpetuity. The compensation site(s) shall be preserved in perpetuity, as described in the final stream compensation. I. ON SITE COMPENSATION STANDARD CONDITIONS 1. The permittee is responsible for meeting all of the components of the compensatory mitigation requirements associated with this permit. This responsibility can only be transferred if and when the permit is transferred to another party and then only to the new permit recipient. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 10 of 22 2. The final wetlands and/or stream compensation plan (final compensation plan), as prepared in accordance with Part I.J.4 and I.K.3 of this permit, shall be approved by DEQ prior to any construction activity in permitted impact areas. The final compensation plan as approved by DEQ shall be an enforceable requirement of this permit. Any change to the approved final compensation plan must be submitted to DEQ for approval prior to implementing the change. 3. For compensation sites involving land disturbance, a site stabilization plan shall be implemented prior, to compensatory mitigation construction activities. 4. If compensation site construction has not commenced within 180 calendar days of beginning a construction activity in any permitted impact area, work in the permitted impact areas shall cease, unless otherwise authorized by DEQ.. 5. Planting of woody plants shall occur when vegetation is normally dormant unless otherwise approved in the final compensation plan. 6. Vegetation shall be native species common to the area and shall be suitable for growth in local wetland and/or riparian conditions. 7. All vegetation removal for control purposes shall be done by manual means, unless authorized by DEQ in advance. Herbicides or algacides shall not be used in or immediately adjacent to compensation areas without prior authorization by DEQ. & Point sources of stormwater runoff shall be prohibited from entering any compensation site prior to treatment by appropriate best management practices (BMPs) that are designed, installed, and maintained as described in the Virginia Erosion and Sediment Control Handbook (Third Edition, 1992, or the most recent version in effect at the time of construction) and the Virginia Stormwater Management Handbook (First Edition, 1999, or the most recent version in effect at the time of construction). Appropriate best management practices may include sediment traps, grassed waterways, vegetated filter strips, debris screens, oil and grease separators, and forebays. Installation of alternative practices not described in these references shall be submitted to DEQ for approval prior to beginning construction. 9. All non -impacted surface waters and designated upland buffers that are within the compensation site limits, and that are within fifty feet of any compensation site activities, shall be clearly flagged or demarcated for the life of the activity within that area. Open water areas should be demarcated as practicable. The permittee shall notify all contractors and subcontractors that no activities are to occur within these marked areas. J. WETLAND COMPENSATION, MONITORING, SITE CONSTRUCTION TASKS, AND SUBMITTALS Pre -Construction Tasks 1. The permittee shall conduct photographic documentation of pre -construction conditions at the wetland compensation site (compensation site). Photographic documentation shall be conducted by the following method: VWP Individual Permit No. 05-1518 Part I - Special Conditions Page I 1 of 22 Photographs shall be taken at a height of approximately five to six feet and from fixed-point stations, preferably at the same location as that of each planned monitoring well. Photographs shall be taken in each of the four cardinal directions (north, east, south, and west). Permanent markers shall be established to ensure that the same Iocations on the site are used for future monitoring events. Each photograph taken shall be labeled with the permit number, the name of the compensation site, the photo station number, the photograph orientation, the date and time of the photograph, the name of the person taking the photograph, and a brief description of the photograph subject. This information shall be provided as a separate attachment to each photograph, if necessary, 2. Photographs of existing conditions shall be taken prior to the commencing activities at the compensation site. Photographs at the compensation site shall not be required until land disturbance or construction activities are initiated on the compensation site. Pre -Construction Submittals 3. DEQ shall be notified in writing at least ten calendar days prior to the initiation of activities at the compensation site. The notification shall include a projected schedule of activities and construction completion. 4. The permittee shall submit a final wetland compensation plan, which shall include, at a minimum, the following information: a. The goals and objectives of the plan, including but not limited to classification of the existing wetlands being impacted, how the compensation is replacing/enhancing/preserving wetland functions and values, the components of the compensation expressed in acres, the proposed vegetation types, and the wetland classification; b. Discussion of associated buffers; c. The schedule for compensation site construction, including projected start date, sequence of events with projected dates, and projected completion date; d. A location map, including the compensation site boundaries, the latitude and longitude (to the nearest second) at the center of the compensation site, and the watershed name and the 8- digit Hydrologic Unit Code in which the compensation site is located; e. For riverine or stream -driven systems, a hydrologic analysis, including a water budget (for nontidal sites only) based on expected monthly inputs and outputs which will project water level elevations for a typical year, a dry year and a wet year, and the proposed location of groundwater monitoring wells; For groundwater- and precipitation -driven sites in non-riverine systems, historic groundwater elevation data, if available, or the proposed location of groundwater monitoring wells to collect these data; VWP Individual Permit No. 05-15I8 Part I - Special Conditions Page 12 of 22 f. Design of water control structures; g.. Wetland delineation confirmation, data sheets, and maps for existing wetland areas on the compensation site, and any collectible information on reference wetlands adjacent to or near, the compensation site; h. Grading and erosion and sediment control plans; i. A planting scheme and schedule, including but not limited to, suggested plant species, zonation, and acreage of each vegetation type proposed; j. A soil preparation and amendment plan addressing both topsoil and subsoil conditions; k. A surrounding land use and access plan for the compensation site; 1. A success criteria monitoring plan including: (1) the monitoring design and methodologies being used to evaluate the success of the proposed compensation site; (2) the monitoring and reporting schedule; (3) the proposed success criteria for the compensation measures, including discussion of structures and features necessary for the success of the compensation site; (4) sketch(es) depicting the location of photo stations, monitoring wells, soil sampling points (as appropriate), vegetation sampling points, and reference wetlands (if available); (5) corrective action and/or contingency plan to address compensation site problems, deficiencies, or unexpected events; m. A monitoring and control plan for undesirable plant species: the plan shall apply, at a minimum, to the species listed on DCR's Invasive Alien Plant Species of Virginia list; shall include the procedures to notify DEQ of any undesirable plant species occurrences, the methods to be used for removal and control, and the method of reporting the control results to DEQ; and shall be implemented whenever an invasive species, either individually or cumulatively, becomes a dominant species in any wetland compensation site; n. Proposed deed restriction language for protecting the compensation site, including all surface waters and upland areas that are to be preserved in perpetuity within the compensation site boundary. Protection of the compensation site shall be documented as follows: (I) The protected areas shall be surveyed or platted within 120 calendar days of feral. compensation plan approval by DEQ. The final survey or plat shall be certified by a professional engineer or licensed land surveyor and shall be submitted to DEQ for review. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 13 of 22 (2) The protective instrument shall be written so that no activity will be performed on the property in any area designated as a compensation site or non -impacted surface water, with the exception of maintenance or corrective action measures authorized by DEQ. Unless otherwise authorized by DEQ, the restrictions apply to ditching, land clearing, or the discharge of dredge or fill material. The protective instrument restrictions shall contain the phrase "ditching, land clearing, or discharge of dredge or fill material" in the limitations placed on the use of these areas. (3) The protective instrument shall be recorded in the chain -of -title to the property on which the compensation site exists_ Proof of recordation shall be submitted to DEQ within 60 calendar days, following DEQ's review and confirmation of the surveyed or platted compensation site. Monitoring During Construction 5. Photographic monitoring of compensation site construction shall be required at the end of each month, and at the end of compensation site construction. 6. Photographic monitoring shall be conducted by the following method: Photographs shall be taken at a height of approximately five to six feet and from fixed-point stations, preferably at the same location as that of each planned monitoring well. Photographs shall be taken in each of the four cardinal directions (north, east, south, and west). Permanent markers shall be established to ensure that the same locations on the site are used for future monitoring events. Each photograph taken shall be labeled with the permit number', the name of the compensation site, the photo station number, the photograph orientation, the date and time of the photograph, the name of the person taking the photograph, and a brief description of the photograph subject. This information shall be provided as a separate attachment to each photograph, if necessary. 7. For temporary disturbances to surface waters, the permittee shall conduct photographic monitoring after the temporary disturbance activity is complete in order to document that the area has been restored in compliance with these permit conditions. 8. Monitoring of water, quality parameters shall be conducted during relocation of any flowing stream through a new channel. Corrective measures and additional monitoring may be required if water quality standards are not met. The permittee shall report violations of water quality standards to DEQ within 24 hours of monitoring. All monitoring data shall be submitted to DEQ within seven calendar days of the monitoring event. The method for monitoring water quality parameters shall be as follows: a, One sampling station shall be located upstream of the relocated channel, and one sampling station shall be located immediately downstream of the relocated channel. b. At the upstream sampling station, temperature, pH, and dissolved oxygen (D.O.) measurements shall be taken immediately before opening a new channel, and every 30 minutes thereafter for at least two hours. V WP Individual Permit No. 05-1 S 18 Part I - Special Conditions Page 14 of 22 c. At the downstream sampling station, temperature, pH, and dissolved oxygen (D.O.) measurements shall be taken immediately after opening a new channel, and every 30 minutes thereafter until the measurements indicate that the site has stabilized (minimum of three hours).. Submittals for Construction Monitoring 9_ Compensation site construction monitoring reports shall be submitted within 30 calendar days of each monitoring event.. The reports shall include the following, as appropriate: a. A summary of construction progress, including any problems encountered and the proposed corrective actions or the DEQ-approved corrective actions taken. b. Properly labeled photographs as detailed in Part I.J.6. The first construction monitoring report shall include the photographs taken at the compensation site prior, to initiation of land disturbance or construction activities at the compensation site. 10. After the wetland compensation site reaches final grades, but prior to planting, the permittee shall submit a post -grading survey to DEQ. The survey shall be conducted by a licensed land surveyor and certified by a licensed surveyor, licensed professional engineer, or licensed landscape architect. The survey shall document spot elevations (in feet above mean sea level) that are within +/- 0.2 feet of the elevations indicated in the site construction grading plan. Post - grading elevations for the compensation site shall be sufficient to ensure that wetland hydrology will be achieved on the site to support the goals and objectives of the approved final compensation plan. Monitoring for Success Criteria After Construction 11. Success monitoring of the constructed wetland compensation site shall begin at the first complete growing season (monitoring year one) following compensation site construction; shall be conducted on the frequency stipulated in the approved final compensation plan; and shall continue for the time specified in the approved final compensation plan. 12. If all success criteria have not been met by November 30"' of the last monitoring year specified in the approved final compensation plan, or if visual observations conclude that the site has not met the overall restoration goals, corrective actions shall be implemented in accordance with the DEQ-approved corrective action plan. Annual monitoring shall continue until two sequential, annual reports indicate that all criteria have been successfully satisfied (e.g., that corrective actions were successful) and the compensation site has met the overall restoration goals. The permittee shall be solely responsible for ensuring that all necessary corrective actions are implemented so that the compensation site meets the success criteria, as detailed in the final compensation plan. Should any significant changes to the compensation site be necessary, the first full growing season after the changes are complete shall become the new monitoring year one. Monitoring shall continue in accordance with the DEQ-approved corrective action plan. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 15 of 22 13. Photographic documentation during success monitoring shall be conducted in accordance with the final compensation plan approved by DEQ. 14. Hydrology monitoring at a nontidai wetland compensation site shall be conducted in accordance with the final compensation plan approved by DEQ. Hydrology monitoring may not be required at tidal wetland compensation sites. 15. Wetland vegetation monitoring shall be conducted in accordance with the final compensation plan approved by DEQ. Undesirable plant species shall be identified and controlled as described in the monitoring and control plan for undesirable plant species, such that they are not dominant species or do not change the desired community structure. 16. Monitoring for the presence of hydric soils or soils under hydric conditions shall be conducted in accordance with the final compensation plan approved by DEQ. 17. Wildlife data collection shall be conducted in accordance with the final compensation plan approved by DEQ.. 18. At the completion of each monitoring year, a calculation of the acreage of each wetland type shall be made and shall be based upon that monitoring year's soils data, vegetation data, and hydrology data (if required). The acreage calculation shall be shown on the most recent version of the compensation site design plan sheet(s) and shall be submitted with that year's monitoring report. 19. Within 60 calendar days of the completion of the entire monitoring cycle, including any time extensions for corrective action, a wetland boundary survey shall be conducted by a licensed land surveyor or a licensed professional engineer, and shall be based upon the results of monitoring data for soils, vegetation, and hydrology. A calculation shall be made of the total acreage of each wetland type. The boundary and acreage per wetland type shall be shown on the most recent version of the compensation site design plan sheet(s). Submittals for Success Criteria Monitoring 20. Wetland compensation site monitoring reports shall be submitted by December 3 1 " of the years in which a monitoring report is required, including the final monitoring year, as identified in the approved final compensation plan. The reports shall include the following, at a minimum: a. A general description of the compensation site including a site location map identifying photo stations, vegetative and soil monitoring stations, monitoring wells (if applicable), and wetland zones; b. Summary of activities completed during the monitoring year; c. Description of monitoring methods; VWP Individual Permit No.. 05-1518 Part I - Special Conditions Page 16 of 22 d. An analysis of all hydrology information, including monitoring well data, precipitation data, and gauging data from streams, or other open water areas, as detailed in the final compensation plan; e. Evaluation of hydrie soils or soils under hydric conditions; f:. An analysis of all vegetative community information, including woody and herbaceous species, both planted and volunteers, set forth in the final compensation plan; g. Discussion of wildlife or signs of wildlife observed at the compensation site; h.. ProperIy labeled photographs as detailed in Part I.J.6; i. Comparison of site conditions from the previous monitoring year and/or reference site; J. The acreage calculation, shown on the most recent version of the compensation site design plan sheet(s); k. A corrective action plan, if necessary, which shall include any proposed actions or maintenance activities, a schedule, and a monitoring plan (e.g., the control of undesirable species, the repair of a damaged water control device, the replacement of damaged, planted vegetation, etc..); 21. For final monitoring year only, the report shall include all items in Part I.L20 and the most recent version of the compensation site design plan sheet(s) depicting the final wetland boundary and area calculations, as detailed in Part I.J.19. K. STREAM COMPENSATION, MONITORING, SITE CONSTRUCTION TASKS, AND SUBMITTALS Pre -Construction Tasks 1. The permittee shall conduct photographic documentation of'pre-construction conditions at the stream compensation site (compensation site) by the following method: a. Permanent photo stations, whose directional orientation shall remain constant during all monitoring events, shall be used for each monitoring event.. The photo stations shall be identified in the final stream compensation plan (final compensation plan). At each station, a sufficient number of photographs shall be taken from the center of the stream, facing downstream, so that the entire length of the restoration site is captured. b. Photographs of existing conditions shall be taken prior to the commencing activities at the compensation site. Photographs at the compensation site shall not be required until land disturbance or, construction activities are initiated on the compensation site.. c. Each photograph shall be labeled with the permit number, the name of the compensation site, the photo station number, the photograph orientation, the date and time of the photograph, VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 17 of 22 the name of the person taking the photograph, and a brief description of the photograph subject. If necessary, this information shall be provided as a separate attachment to each photograph. Pre -Construction Submittals 2. DEQ shall be notified in writing at least ten calendar days prior to the initiation of activities at the compensation site. The notification shall include a projected schedule of activities and construction completion.. 3. The permittee shall submit a final stream compensation plan, which shall include, at a minimum, the following: a. The goals and objectives of the compensation plan, including but not limited to classification of the existing stream being impacted, how the restorative measures are replacing/enhancing/preserving stream functions and values, the components of the compensation expressed in linear feet, and a summary of geomorphologic parameters of the existing stream, reference stream(s), and the proposed stream (e.g., stream width, spacing and depth of pools and riffles, entrenchment ratio, width -depth ratio, cross -sectional area, bank - height ratio, radius of curvature, belt width, sinuosity, slope, substrate, etc.); b. A detailed description of all proposed compensation measures, which may include: (1) stream channel and streambank stabilization activities; (2) bank sloping; (3) shaping and bench features, including grading; (4) bank stabilization measures (e.g., rootwads, fiber rolls, live staking); (5) instream structures (e.g., type and proposed function of cross vane, J-hook, W-weir, etc.); (6) channel alterations, which may include elevation, slope, width/depth ratio, cross - sectional area, sinuosity, and pool -riffle complexes; (7) stream channel relocation activities; (8) floodplain design; (9) riparian buffer plantings, including planting scheme, schedule, species, soil preparations, and buffer width; (10) measures limiting Iivestock access; (11) stream preservation; and VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 18 of 22 (12) removal of existing unnatural instream structures (e.g., dams); c.. PIan view, profile, and cross-section sketches, including the identification of all compensation measures; d. The schedule for compensation site construction, including projected start date, sequence of events with projected dates, and projected completion date; e. A location map, including compensation site boundaries, latitude and longitude (to the nearest second) at the center of the compensation site, and the watershed name and 8-digit Hydrologic Unit Code in which the compensation site is located; f. Grading and erosion and sedimentation control plans; g. A surrounding land use and access plan for the compensation site; h. A success criteria monitoring plan including: (1) the monitoring design and methodologies being used to evaluate the success of the proposed compensation measures, allowing comparison from year to year and to the As - Built survey detailed in Part I.K.9; (2) the proposed success criteria for appropriate compensation measures; (3) monitoring and reporting schedule, including the visual inspection schedule for bank pins and scour chains; annual compensation site survey methods, schedule, etc.; and frequency of photographic monitoring; (4) sketch(es) depicting location of all monitoring stations, including photo stations, vegetation sampling points, survey points, bank pins, scour chains, and reference streams; (5) corrective action and/or contingency plan to address compensation site problems, deficiencies, or unexpected events; i. A monitoring and control plan for undesirable plant species: the plan shall apply, at a minimum, to the species listed on DCR's Invasive Alien Plant Species of Virginia list; shall include the procedures to notify DEQ of any undesirable plant species occurrences, the, methods to be used for removal and control, and the method of reporting the control results to DEQ; and shall be implemented whenever an invasive species, either individually or cumulatively, becomes a dominant species in any stream compensation site; j. Proposed deed restriction language for protecting the compensation site, including all surface waters and upland areas that are to be preserved in perpetuity within the compensation site boundary. Protection of the compensation site shall be documented as follows: V WP Individual Permit No. 05- I 518 Part I - Special Conditions Page 19 of 22 (1) The protected areas shall be surveyed or platted within 120 calendar days of final compensation plan approval by DEQ. The final survey or plat shall be certified by a professional engineer or licensed land surveyor and shall be submitted to DEQ for review. (2) The protective instrument shall be written so that no activity will be performed on the property in any area designated as a compensation site or non -impacted surface water, with the exception of maintenance or corrective action measures authorized by DEQ. Unless otherwise authorized by DEQ, the restrictions apply to ditching, land clearing, or the discharge of dredge or fill material. The protective instrument restrictions shall contain the phrase "ditching, land clearing, or discharge of dredge or fill material" in the limitations placed on the use of these areas. (3) The protective instrument shall be recorded in the chain -of -title to the property on which the compensation site exists. Proof of recordation shall be submitted to DEQ within 60 calendar days, following DEQ's review and confirmation of the surveyed or platted compensation site. Monitoring During Construction 4. Photographic monitoring of compensation site construction shall be required at the end of each month, and at the end of compensation site construction. 5. Photographic monitoring shall be conducted in accordance with the methods detailed in Part I.K. I . 6. For temporary disturbances to surface waters, the permittee shall conduct photographic monitoring after the temporary disturbance activity is complete in order to document that the area has been restored in compliance with these permit conditions. 7. Monitoring of water quality parameters shall be conducted during relocation of any flowing stream through a new channel. Corrective measures and additional monitoring may be required if water quality standards are not met. The permittee shall report violations of water quality standards to DEQ within 24 hours of monitoring. All monitoring data shall be submitted to DEQ within seven calendar days of the monitoring event, The method for monitoring water quality parameters shall be as follows: a. One sampling station shall be located upstream of the relocated channel, and one sampling station shall be located immediately downstream of the relocated channel. b. At the upstream sampling station, temperature, pH, and dissolved oxygen (D.O.) measurements shall be taken immediately before opening a new channel, and every 30 minutes thereafter for at least two hours. c. At the downstream sampling station, temperature, pH, and dissolved oxygen (D.O.) measurements shall be taken immediately after opening a new channel, and every 30 minutes VWP Individual Permit No, 05-1518 Part I - Special Conditions Page 20 of 22 thereafter until the measurements indicate that the site has stabilized (minimum of three hours). Submittals for Construction Monitoring 8,. Compensation site construction monitoring reports shall be submitted within 30 calendar days of each monitoring event.. The reports shall include the following, as appropriate: a_ A summary of construction progress, including any problems encountered and the proposed corrective actions or the DEQ-approved corrective actions taken. b. Properly labeled photographs as detailed in Part I.K.I. The first construction monitoring report shall include the photographs taken at each photo station prior to commencing land disturbance or construction activities at the compensation site. 9. The permittee shall submit an As -Built survey, including spot elevations, of the stream compensation site within 60 calendar days of compensation site completion. A licensed land surveyor or a licensed professional engineer shall certify the survey. The survey shall include a narrative comparing the As -Built survey with the design plans or reference reach information. Monitoring for Success Criteria After Construction 10. Success monitoring of the stream compensation site shall begin at the first complete growing season (monitoring year one) following compensation site construction. Success monitoring shall be conducted on the frequency and for the time period stipulated in the approved final compensation plan. 11. If all success criteria have not been met by November 30g' of the last monitoring year specified in the approved final compensation plan, or if visual observations conclude that the site has not met the overall restoration goals, corrective actions shall be implemented in accordance with the DEQ-approved corrective action plan, Annual monitoring shall be continue until two sequential, annual reports indicate that all criteria have been successfully satisfied (e.g., that corrective actions were successful) and the compensation site has met the overall restoration goals. The permittee shall be solely responsible for ensuring that all necessary corrective actions are implemented so that the compensation area meets the success criteria, as detailed in the final compensation plan. Should any significant changes to the compensation site be necessary, the monitoring period shall be extended such that monitoring year one commences after the changes are complete, and the total monitoring period has been met. 12. Photographic documentation during success monitoring shall be conducted as specified in the final compensation plan approved by DEQ. 13. Vegetation monitoring shall be conducted in August or September of each monitoring year as detailed in the final compensation plan, Undesirable plant species shall be identified and controlled as described in the monitoring and control plan for undesirable plant species, such that they are not dominant species or do not change the desired community structure. VWP Individual Permit No. 05-1518 Part I - Special Conditions Page 21 of 22 14. Wildlife data collection shall be conducted in accordance with the final compensation plan approved by DEQ- 15. All bank pins and scour chains used to monitor, bank and channel stability shall be monitored and measured each monitoring year on the frequency detailed in the DEQ-approved final compensation plan. Maintenance on bank pins and scour, chains shall be conducted within 30 days of each inspection. 16. At the completion of each monitoring year, the stream compensation site shall be surveyed. The survey shall be certified by a licensed land surveyor or a licensed professional engineer. The survey shall include, at a minimum, the stream classification, the required stream cross -sections, a longitudinal profile (including Thalweg, bankfull, and top of'bank measurements), a pebble count, all instream structures, and other required information as detailed in the approved final compensation plan. Submittals for Success Criteria Monitoring 17. Stream compensation site monitoring reports shall be submitted by December 31" of the years in which a monitoring report is required, including the final monitoring year, as identified in the approved final compensation plan. The reports shall include the following, at a minimum: a. A general description of the site including a site Iocation map identifying photo stations, monitoring stations, vegetation sampling points, survey points, bank pins, and scour chains; b. Summary of activities completed during the monitoring year; c.. For monitoring year one, an evaluation and discussion of the monitoring methods and results in relation to the success criteria; d. For subsequent monitoring years, an evaluation and discussion of the monitoring methods and results in relation to the success criteria, and a comparison between the current year's monitoring results and site conditions and the previous year's results and conditions; e. Discussion of the stream geomorphologic parameters measured, including channel dimension, pattern, profile, and materials within defined stream type, as they relate to channel or stream bank stability; E Discussion of the establishment of vegetation, both planted and volunteers; g. Summary of wildlife or signs of wildlife observed at the compensation site; h. Discussion of macro invertebrate sampling data; i. Evaluation of instream structures; j. Discussion of'observed success of livestock access limiting measures; VWP Individual Permit No, 05-1518 Part I - Special Conditions Page 22 of 22 k. Properly labeled photographs as detailed in Part I.K.1; 1. The stream survey and classification, as detailed in Part I.K,16; m. Discussion of alterations, maintenance, and/or major, storm events resulting in significant change in stream profile or cross section; and n. Corrective action plan, if necessary, which shall include any proposed actions or maintenance activities, a schedule, and a monitoring plan (e.g., repair of instream structures due to storm event). i SUBDIVISION APPLICATION FREDERICK COUNTY, VIRGINIA - Office Use 0n1 Date 1 ([ 11-3 Application #: MDP: des no i If no, has the MDP requirement been waived by the Planning Director?: _yes no If the MDP has been waived, fill in the following public meeting dates for the final plats: PC Meeting Date BOS Meeting Date 1. Applicant: Name: Greenway Engineering, Inc Address: 151 Windy Hill Lane Winchester, VA 22602 2. Property Owner (if different than above) Name: Brookfield Stephenson Village, LLC Address: 8500 Executive Park Ave., Suite 300 Fairfax, VA 22031 Telephone: 540-662-4185 Telephone: 703-270-1470 3. Please list names of all owners, principals, and/or majority stockholders: Rick Denaler 4. Contact person if other than above Name: Kurt Pennington, Greenway Engineering, Inc 5. Name of Proposed Subdivision: 6. Number of Lots: 67 7. Total Acreage: 26.7 acres Telephone: 540-662-4185 Snowden Bridge, Section 7 Subdivision 8. Property Location: Off Old Charles Town Road (VA Route 761)-turn onto Snowden Bridge Blvd (Give State Route # and name, distance and direction from intersection) Z t 9. Magisterial District: Stonewall 10. Property Identification Number (P.I.N.): 44-A-293 and 44-A-292A (Parent Tract) 11. Property zoning and present use: R4 Residential -Vacant 12. Adjoining property zoning and use: USE ZONING North Residential R4 East Vacant R4 South Vacant R4 West Residential R4 13. Has a Master Development Plan been submitted for this project? Eyes nNo 14. If yes, has the final MDP been approved by the Board of Supervisors? MYes nNo 15. What was the Master Development Plan title? Stephenson Village 16. Does the plat contain any changes from the approved MDP? Dyes _ENO 17. If yes, specify what changes: 18. 19. Minimum Lot Size (smallest lot): 6,600 SF Number and types of housing units in this development: 67 single -Family Detached 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' y site plan. Signature: Date: S /3U //3 10 L_j REQUEST FOR SUBDIVISION PLAN COMMENTS Frederick County Department of Planning & Development Mail to: Frederick County Department of Planning & Development 107 North Kent Street, Winchester, Virginia 22601 Phone: (540) 665-5651 Hand deliver to: Frederick County Department of Planning & Development 107 North Kent Street, 2nd Floor Winchester, Virginia 22601 Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the Subdivision Design Plan with this sheet. Applicant's Name: Greenway Engineering, Inc Telephone: 540-662-4185 Mailing Address: 151 Windy Hill Lane Winchester, VA 22602 Name of development and/or description of the request: Snowden Bridge -Section 7 Subdivision Location of Property: Off Old Charles Town Road (VA Route 761)-turn onto Snowden Bridge Blvd Department of Planning & Development Comments: Date Received _ Date Reviewed _ Revision Required Signature & Date: -PLANNING DEPARTMENT USE ONLY - Review Number 1 2 3 4 5 (circle one) Date Approved ** Please Return Form to Applicant** 16 • FREDEP"-"K COUNTY SANITATION At-40RITY ,3fTE PLAN REVIEW COMMENT � PO Box 1877, Winchester, VA 22604-8377 540.868.1061 voice 315 Tasker Road, Stephens City, VA 22655 540.868.1429 fax Project ! wpwDji UT06f — %, GT• J Applicant REVIEW STATUS attention KLAf—f review number correct & resubmit(1pprovedolt number of items to be corrected approved You may submit just cover sheet and the revised sheets. DRAWINGS send me by Z 3 1. print of sheets AL- 2. two CDs: each disc shall contain the following plan sheets{ Z �U a) One CD (containing all of the above noted sheets) shall be in PDF format. Each sheet shall be in its own file and be in landscape orientation. Each file shall be titled with the project name and appropriate sheet number. b) One CD (containing all of the above noted sheets) shall be in DWG format. Each sheet shall be in its own file and each sheet shall be titled with the project name and with the appropriate sheet number. Each sheet shall (1) be in landscape orientation, (2) be without border, (3) be in state plane coordinate system NAD 83, and (4) be compatible with AutoCAD 2006. c) Each of the two CDs shall be labeled with its format and project name, and placed in its own paper CD envelope. EASEMENTS 9/ N A copy of the recorded onsite ate an Aseeasement(s) is/are required. Y v A copy of the recorded offsite water and/or sewer easement(s) is/are required. The easement document shall contain a plat and both shall be signed by the Authority. The Authority requires specific language in its deed of easement. Contact this office to obtain a copy of the form. A copy of the recorded deed(s) of easement shall be received before service will be authorized. OTHER Y /0 This project also requires DEQ - Valley Region Office approval. Y ,46�P This project also requires VDH — Lexington Field Office approval. Y gNThis project has a sewer pump station that FCSA will own. Title to the pump station site shall be granted to the Authority in fee simple absolute. Also, (1) a copy of DEQ's Certificate to Construct, (2) a copy of DEQ's Certificate to Operate, and (3) two copies of the FCSA approved O & M manual are required. These documents must be received before ice will be authorized. k7)'3 Date: Earl W. Wiley — E gineering Assistant L� REQUEST FOR SUBDIVISION PLAN COMMENTS Frederick County Inspections Department Comment Mail to: Frederick County Inspections Department Attn: Building Official 107 North Kent Street, Winchester, Virginia 22601 Hand deliver to: Frederick County Inspections Dept. 107 North Kent Street, 2"d Floor Winchester, Virginia 22601 Phone: (540) 665-5650 Applicant: It is your responsibility to complete this fonn as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the Subdivision Design Plan with this sheet Applicant's Name: Greenway Engineering, Inc Mailing Address: 151 Windy Hill Lane Telephone: 540-662-4185 Winchester, VA 22602 Name of development and/or description of the request: Snowden Bridge -Section 7 Subdivision Location of Property: Off Old Charles Town Road (VA Route 761)-turn onto Snowden Bridge Blvd Insp(�ejlctions Department Comments: A 1 9 �f )'-� V) C1 l� �( r14 I -FREDERICK COUNTY INSPECTIONS DEPARTMENT USE ONLY - Date Received 31-2, 0 15 Review Number 1 2 3 4 5 (circle one) ; DateReviewed Revision Required N\v A / Dat"pproved ��3 / i 3 ; Signature & Date: ** Please Return Forn W toApQlicant**: Cam' Dwellings shall comply with The Virginia Uniform Statewide Building Code and The International Residential 2009 Codes. Engineer Design required on slabs with greater than 8" fill or 24" clean sand/gravel. Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the top elevation of the upstream man hole cover. Basement Egress shall meet the USBC Section 310.1 and provide a direct exit to the exterior. Additional Engineering may be required due to underlying wetlands. Engineering required on foundations due to storm water drains. Note Lots 31, 63, 64, 26 Grade shall be sloped away from foundations a min 6" in 10'. Waterproofing required for basements as required per code. Sump pumps shall be discharged to daylight REQUEST FOR SUBDIVISION PLAN COMMENTS Frederick County Fire Marshal Comment Mail to: Frederick County Fire Marshal Attn: Fire Marshal 1800 Coverstone Drive Winchester, Virginia 22602 Hand deliver to: Public Safety Building 1800 Coverstone Drive Winchester, Virginia 22602 Phone: (540) 665-6350 Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please attach two (2) conies of the Subdivision Design Plan with this sheet Applicant's Name: Greenway Engineering, Inc -4185 Telephone: 540-662 Mailing Address: 151 Windy Hill Lane Winchester, VA 22602 Name of development and/or description of the request: Snowden Bridge -Section 7 Subdivision Location of Property: Off Old Charles Town Road (VA Route 761)-tum onto Snowden Bridge Blvd Fire Marshal Comments:, :.slti'S EDERICK COUNTY FIRE MARSHAL USE ONLY- . l j Date Received Z / Review Number 1 2 3 4 5 circle one) Date Reviewed Revision Required Date Approved s Signature & Date: ** Please Return Form to_Applicant** 21 Control number SD13-0003 Project Name Snowden Bridge - Section 7 Address 151 Windy Hill Type Application Subdivision Current Zoning Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments Plan Approved Tax ID Number Fire District 13 Recommendations Automatic Fire Alarm System No Requirements Hydrant Location Adequate Roadway/Aisleway Width Adequate Rescue District 13 Election District Stonewall Residential Sprinkler System Yes Fire Lane Required Yes Special Hazards No Plan Approval Recommended Reviewed By Signature Yes Kenneth Scott Title -4 REQUEST FOR SUBDIVISION PLAN COMMENTS Request for Street Name Comment Mail to: Frederick County Information Technologies, GIS Division Attn: GIS Manager 107 North Kent Street, Winchester, Virginia 22601 Hand deliver to: Frederick County Information Technologies, GIS Division 107 North Kent Street, I` Floor Winchester, Virginia 22601 Phone: (540) 665-5614 Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please attach two (2) conies of the Subdivision Design Plan with this sheet Applicant's Name: Greenway Engineering, Inc Telephone: 540-662-4185 Mailing Address: 151 Windy Hill Lane Winchester, VA 22602 Name of development and/or description of the request: Snowden Bridge -Section 7 Subdivision Location of Property: Off Old Charles Town Road (VA Route 761)-turn onto Snowden Bridge Blvd GJS Manager Comments: X!Vcl MA n i 1 U F n ; + r, -GIS MANAGER USE ONLY - Date Received � CCJ, Review Numberol 2 3 4 5 (circle one) Date Reviewed `f r jZ41 i3 Revision Required tV Date Approved14 7t� Signature &Date: FCOr-,j 7 _ __ **Please Return Form to Appli aft*e E UP.- I V E r D " APR 2 6 20,13 17 GREENWAY ENGINEERING i REQUEST FOR SUBDIVISION PLAN COMMENTS Winchester Regional Airport Comment Mail to: Winchester Regional Airport Attn: executive Director 491 Airport Road Winchester, Virginia 22602 Band deliver to: 491 Airport Road (Rt. 645 off of.Rt. 522 South) Winchester, Virginia 22602 Phone: (540) 662-5786 Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. ;Please attach one, (1) copy of the Subdivision Design.Plan with this sheet. Applicant's Na ne: Greenway Engineering, Inc Telephone: 540.662-4185 Mailing Address: 151 windy Hill Lane Winchester, VA 22602 Name of development and/or description of the request: Snowden Bridge -Section 7 Subdivision Location of.Property: Off Old Charles Town Road (VA Route 761)-turn onto Snowden Bridge Blvd Airport Comments: Proposed subdivision Section 07 for Snowden Bridge should not impact operations at the Winchester Regional Airport. We have no further comments or requirements at this time. Date Received 03/28/13 Date Reviewed 0410412013 Revision Required S.ignat u•e &, Date: -AIRPORT USE ONLY - Review Number 1 2 3 4 5 (circle one) Date Approved April 4, 2013 April 4, 2013 ** .Please Return T`orm to App.li"nt** 24 • �� �`�� WINCHESTER REGIONAL AIRPORT 491 AIRPORT ROAD s�avu� 1►fr WINCHESTER, VIRGINIA 22602 10P OF VIMMA (540) 662-5786 April 4, 2013 Kurt Pennington Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 Re: Subdivision Plan Comments Snowden Bridge Section 07 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 surfaces. Thank you for your cooperation and consideration in the continuing safe operations of the Winchester Regional Airport. Sincerely, Serena R. Manuel Executive Director Lj REQUEST FOR SUBDIVISION PLAN COMMENTS Frederick County Public Works Comment Mail to: Frederick County Public Works Department Attn: County Engineer 107 North Kent Street, Winchester, Virginia 22601 Hand deliver to: Public Works Department 107 North Kent Street, 2nd Floor Winchester, Virginia 22601 Phone: (540) 665-5643 Applicant: It is your responsibility to complete this form as accurately as possible in order to a>iencvyvliit}iiYtlP.iT.iTPV1Plx�`.�`w;'Planes"'o+lonhi'i1:se:L2.�r,.,._...,.._rw�^�n'^,_�,•,... ,,,� ia...._ ._, ,,_ _ _. Applicant's Name: Greenway Engineering, Inc Mailing Address: 151 Windy Hill Lane Winchester, VA 22602 Name of development and/or description of the request: Snowden Bridge -Section 7 Subdivision Location of Property: Off. Old Charles Town Road (VA Route 761)-turn onto Snowden Bridge Blvd Public Works Department Comments: Telephone: 540-662-41 a5 -FREDERICK COUNTY PUBLIC WORKS DEPARTMENT USE ONLY - Date Received Review Number 1 2 3 4 5 (circle one) Date Reviewed Revislon.Requlred r ate lApproved D 20 is.; the REQUEST FOR SUBDIVISION PLAN COMMENTS Frederick County Parks and Recreation Comment Mail o: Hand deliver to: Frederick County 107 North Kent Street Department of Parks & Recreation Second Floor 107 North Kent Street Winchester, Virginia 22601 Winchester, Virginia 22601 Phone: (540) 665-5678 Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please attach one (1) conv of the Subdivision Design Plan with this sheet Applicant's Name: Greenway Engineering, Inc Mailing Address: 151 Windy Hill Lane Winchester, VA 22602 Name of development and/or description of the request: Snowden Bridge -Section 7 Subdivision Location of Property: Off Old Charles Town Road (VA Route 761)-turn onto Snowden Bridge Blvd Telephone: 540.662.41 e5 -FREDERICK COUNTY PARKS AND RECREATION USE ONLY - Date Reviewed Date Received Review Number 1 2 3 4 5 (circle one) Revision Required Signature & Date: LEI C APR 18 2013 GREENWAY ENGINEERING Date Approved ** Please Return Form to Applicant** 22 *Z7,0a IL. u Founded in 1971 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 7 Subdivision Plan File No: 2760B Date: Thurs, May 30, 2013 To: FC Planning Attn: Dana Johnston Copied Delivery: ❑ Fed Ex ❑ Other_ ❑ U.S. Mail MAY 2 9 2013 From: Kurt Pennington/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 FV1 Courier ❑ Pick Up ❑ Urgent 0 For Your Review ❑ As You Requested 0 Please Comment Message Dana, Attached is the following for your review: -Subdivision Plan Application -Planning comment sheet -Approval letters from Inspections, Fire Marshal, GIS, Airport, Public Works, Parks & Rec, and FCSA -2 copies of the Subdivision Plan NOTE: We are waiting on final approval from VDOT and will forward approval to you when we receive. Client is in the process of sending us the Application review fee check, which will also be submitted to you. Thank you for your assistance. Call with any questions. Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: 0 J . GREENWAY ENGINEERING 151 Windy Hill Lane Founded in 1971 Winchester, Virginia 22602 TRANSMITTAL Project Name: Snowden Bridge -Section 7 Subdivision Plan File No: 2760B Date: Mon, June 17, 2013 To: FC Planning Attn: Dana Johnston Copied From: Kurt Pennington/dlm GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Delivery: ❑ Fed Ex ❑ U.S. Mail Courier ❑ Pick Up ❑ Other ❑ Urgent ❑v For Your Review ❑ As You Requested❑ Please Comment Message Dana, Attached is the following to be added to the previous 5/30/13 review package to your office: -Subdivision Plan Application Fee check for $9,200.00 Thank you for your assistance. Call with any questions. Hand Delivery and Pick Ups Only: Received by: Please Print Name: Date: JUN 1 7 2013�' 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 PRO VIDE COMMENTS AS TO fil'HA T YO U R/'O ULD LIKE TO HA VE COMPLETED. Initials Date & Time Candice Mark ana /M ►-3 Eric Mike John COMMENTS: Received by Clerical Staff (Date & Time): VtD 19 1 -J (S:Office on Blackbox\Forms\Documeflt Approval Form — 08/15/12) August 22, 2013 Greenway Engineering Attention: Kurt Pennington 151 Windy Hill Lane Winchester, VA 22602 RE: Snowden Bridge Section VII- Design Plan Approval PIN #44-A-292A & 44-A-293 <-- Dear Mr. Pennington: This letter is to confirm that the subdivision design plan for Snowden Bridge Section 7 has been approved. Enclosed are four �QX full sets of plans for your records and distribution. It is now appropriate for you to submit the final plats for this subdivision. Remember that subdivision plats must reflect the approved subdivision plans. Should you have any questions, please do not hesitate to call me at (540) 665-5651. Sincerely, Dana M. Johnston, CZA Zoning Inspector Attachments cc: Brookfield Stephenson Village, LLC, 8500 Executive Park Ave., Ste. 300, Fairfax, VA 22031 DMJ64,d S:\Users\Dana\Subdivision Review\Snowden Bridge\Snowden Bridge VII\Snowden_ Bridge VII_Approval.docx 7 cC 111�1 Ce 5S-f-�te,wc� i � D,'sf�; cf vv:�S vi 71� � Ocs��S u� � 5�.� C►�clC.e�, Stc>newcl t /�,` Sf, ,` , i cf p,A,�., v (l'1 NOTES I RECEI RECEIVED FROM C <f t-t FOR DA ACCOUNT HOW PAID AMT. OF ACCOUNT CASH AMT. PAID CHECK . BALANCE MONEY DUE ORDER BY -3 NO. P r1,7" 55608 ©2001 REDIFORM G 81818 SUBDIVISION 107-13 SNOWDEN BRIDGE SEC. 7 Stonewall 67 LOTS 26.7 ACPASM M M n