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11-05 Briarwood III, Steeplechase 69 Lots 29.99 Acres Shawnee - Backfile (2)
1 AMT. OF ACCOUNT IAMT. PAID �. 7�c,-"E rF BALANCE I DUE BY _ , Subdivision Checklist sheets from the following agencies, along with any marked copies of the plan: SOT City of Winchester GIS (Road Name Re view) nitation Authority Health Department spections Department Parks & Recreation ..re Marshal County Engineer 2. L--'---One copy of the subdivision application Application received. �o Fee paid (amount: $�'� ) Information entered in d-BASE and Reference Manual ' • D 6, 06 Ak File given to Renee' to add to Application Action Summary 1O.Y_ Plat(s) signed by Subdivision Administrator j� S® Approval letter to applicant/agent l ©�' Copy of final subdivision plat(s) [with signatures] made and given to Mapping and Graphics Manager for structure numbering assignment 5 ©� Updated d-BASE and Reference Manual S-IJ06- �eggiven to Renee'- to update Application Action Summary Final plat(s) submitted with review agency signatures along with: - - --- Recorded deed of dedication -- --- - Bond estimate (if required) $ O'\Operations Manual%subdivision.trk Revised 0/24/02 55N 1 1 68 SSJ 1 2.23 s 55J 1 2 45 551 1 '4 61 s 55J 1 4I,74 SSJ 1 5 82 SSf 1 r 'r. WALTERTTREBECCA L ' FENNERSTANLEY D - BELFORD ROBERTL +, LEWIS JEAN ADELE DEWITTMARK 0' GLARK•ROBIN S WHITACRE RP RP. 55J 12 44 RP '11R RP o _ RP R SSN 1 1 66 55J 1 2 24 55J 1 4 60 55J 1 5 93 RATHBUNTIMOTHYJ t LONG . f.! • SSJ1S81 r`GRAY JEFfREY LYNN.: RP "HAAR JO I .;,, I MCCARDLEAUDRATJ � � FEDYK KEVIN °� RP y 55N 1 1 84B a14 RP Y RP SSJ 1,4475' • ♦ • RP 3., •1 55J 1 4 59 55JI1 5 94 ` „ CAMPFIELD LLC I .g' S5J 1 2 25 55J 1;2 43 SNYDER>JOANNA ARV RP I 'I'.LYNCH JEREMY D SMITH PAULETTE LICHVAR RICHARD L RP SHAW RYAN G 55N 1 1 62 RP ,% 5511 5 80 gp SIMPSON RALRH ' �_ R RP 5591 476' WILLIAMS,REBECCA V RP s= 55J 1 2 42 LYNWSUZANNE B RP SSJ I E •`�'` "55J 1 226 AKPAKLI GEORGE RP \ SOURS JAI SSN 1 1 61 • '` 55J 1 1 2 3dd NANSEMO_ND LLC RP' SSJ 1 477 55J 1 5 9 SSJ 1 5„95,... RP GAMPFIELD'LLC • gARBOUR GREGORY H RP _ HIRSCHBERGPETER�'+ TOPHAM MICHAEL L ALDHALAAN MUHANNED RP �RP 55J 1 227 _ •�.' RP - 55J 1 1 I FORD LE D 551 1,5'7Y s 55J • HIL_L ASHLEY N ' 55J 1 2 40 / CULP WILLIAM R ABURNS MICHAEL P ••• - ASH RP "SSJ 1 2�28 • WARNICK SCOTT M RP RP SJ 1 55J 1�1 3 RUST FRANCES - " ,_"Rpm- 55J 1 2 39 55J 1 5 97 P IA M ♦ 1.1 1,4 4RP- `r' `•GUARDADO TOMAS SERRANO VAL#BARE R O MCCAFFERTY SCOTT K 55J 1 29 IWMA RP 55J i 2 38 RPOSE ROMAN RP 551 1 1 6 'MILLER KLIEM R JURICH NIC • °,; SSJ':1 `6 101 ✓ q+,. ASHBRIDGE ROBERTJ ETALS I RP RP DE LEON RAFAEL GARCI RP SSU 1�2 30 • RP 5 ING - RI UM RICHARD COR r� • 55J 1 1,20 551 1 1 5 SSJ 1 1 7.i�.. RP - 55J 1 237 - 3 MANGES ADAM RANG AEGANIP CORNWELL'S M R.D N JOS ROBINSON JEJN PAUL KING RUBERTIE _ _ RP •ry .::Rp RP 1P:' TE,.RP. EPH A RP 55 r55J T 1 19 55J 1 23 PEKE MAR eMOOS CHRIST1.9 E 55J 1 i 8 NAV. RETE RAMON 55J 1 6 127A ' RP 55J 1 1 17 IVY RICHARRP;TRUSTEE OF Rp BRIARWOOD ESTATES HOMEOWNERS ASSOC SSJ 1 1 18 W'' ILSON ALBERT E RP KAUR PALWINDER°SSd 234 SSJ�2 1 1 MASON RHODA� RP WINGFIELD KEVIN "RP SSJr162T35 rr 'S5J 1 1 15f.55J 1r�11 I RP f''_ - • _ ROBINSON FREDERICKJR ADAMSRNJR HERNANDEZESTANISCAO -' RP 55J 2 1 69A ' ,+ RP R, THE RYLAND GROUP INC SSJ 1 19 55J 1 2 36 55J 1 6 112 Z. HAYES JACK 55J 2 1 3 ^ RP HALLER JO-JO A ADAMS NATHAN e 55J I 1 14 c • O , RP r" III Is__ DENNIS M - ' RP ' " 1Rp SSJFI 6 113 SIMON iEMPE S f J16BA1O14C Mp IC 555J.2 1 5 10 CHEMI PHILLP SgI L BRIARWOOD ESTATEHOMEOWNERS,ASSTJ7 WALKER GARRETT J RP RP 5511113 RP `:_2,R CHEN�XUAN ORLON Cr BAd 105 55J 211 'SILETMICHAEL") HAEL J ` GALLMAN KENNETH L COHAN DAME 55.121 SO RP RP .►< �- • `. S5J 1 6 115 S5J 1 1 1 1 RP FENDERJONATHAN T 55J 21 7 SSd 2 1 8 VANDERTOORN KEVIN L TNOMPSON MARVEL LAMM STEVEN L ' 55J 2 1 47 55'J 2 1 51 • Rp JAMES MICHAEL,F SR RP SSd 1 RP 55J 2 1 46 LONSIAK JU'HN P CA DIE V RP POST'CH 55J 1 1 12 CARRANZA RAUL RP ' COFFEY MARLON A RP, S5J21 52 55•- J--+• '( RP SKER JAMES D _,. 55J 2NI 67 -- t ERSKIN gp 55J2SHAILESH B1 53 SSJ2 1 55 MADAGAN PHILI 55J 1 55 A 184 CONNERY JOHN WINSLOW BETTIE E _ RP SSJ 2 1 10 JENNING P W 111 RP MOHR KIM - PATEL N Rp j SSJ 2 1 69 LEHRKE RODERICK A RP 55J 2 1 11 SSJ 2 1 44 kP = WYATT JUSTIN RP , 101 FAMENI MARTIN' DIAZ-BEDREGAL WALDO ..,,+y RP RP =ARTHUR LN l SSJ2156 RP S5J 2 1 65 SPENCER GENEVA L 5sJ 2 1 43_OB SSJ 2 1 66 Jr _ I+ C HIAPPETTA ROBERT N STUDENICK KATHRYN HENRY JASON T �P RP RP 55J 2169A FAR RP DEN_OO JUSTICE 5,_ SSJ 2 1 42 103 SSJ 2 164 THE RYLAND GROUP INC CLAYCO R WOODRUFF CHARLES THUR LN KELLER HENRY.L RP 55J121 54'� RP RP ' _"' ''°` - BARTLEYY, HERYL 55J 2 1 58 r -- - = 55J•2139" °' RP 55J�2.163' 55 2141 KOTELNICKRM�HAEL�G STOOPH OEL-M RP 55J21162 RP DRESS PLANDy�Ia SHERRIJ2114 ++ It 55 LL DENNIS L CHITTENDEN$AMULL. MICHAEL DRIVER AN J 55J 21 59 ! RP -RP 551 2 1 38 11R LN 1 1 ' RP DANZEISEN HAZEL 55J 21 15 WEBSTER MICHAEL 55J 2 1 37 RP, MARRALE DE RPMORNING NA M 55J2140 ARTHURLN ssJ2161-: RP BRYANT DARRELL D MORNIN �CALL LLC • CLARK BRANDON P RP 118 RP S5J 2 1 E , HIETT -ORE D �- ss A 192 MARLISE LN RP GREENWOOD BAPTIST CHURCH 55J 2 1 32 s5J�21 60 55121 1=7 RA 55J 2 1 69A PARRELLA JAMES A 112 DEZAN LANE C SHE -R JOHN R, THE RYLAND GROUP INC 55J 2 1 31 RP .ARTHUR LN . RP RP 55 A 201 C KRISE SCOTT 551 2 1 1 .301 ORRICK CEMETERY COMPANY INC RP RP 106 552 1 36 8 , GREENWOOD RD RP 55J 2 1 30 a 1 BRYANT RONDEV G GOLEMAN DARYL+A SS Al99 PAIGE RONNELLE �` CT RP ARTH I RP 55A20161�. GREENWOOD VOLUNTEER FIRE CO RP 55J 2 1 33 1ul �, 55J 21 1,9 ORRICK CEMETERY COMPAI 1't SALZMAN KEVIN J " J 2 35 V KENYONrMICHAE 551GEORGEE LP RP 55J 2 1 29j" \` RP RA .. KUNKLER RP COLE JESSICAA--,,. �55.A 201 RP SSJ 2 1 34 �' �_= ,.ORRICK'CEMETERY COMPANKINC,¢. •YOUNG TERREENCE DALE 55J 2 1 20 RUCK MICHAEL'P _,55J 2 1 - � a - B2 FREROTTE THOMAS R s %mil IJ'' +: SSRPJ 2 126 i TSl', w Rpt -• ALVARADO JOSE ETALS YTH LW' GROG_ � Rp. ssJ z�l zs_ ssJ 2 1 zt t-1 > WHALEY RICHARD 5 1Q3 'TOPPEASHANNAH 1•X7 RP KAY CT IOiRP ' .�9 AEYTH LN = 154 G RY KAY TH LN ssJ 2 1 23 GROCERY AVE AV • -' VAN SICKLER ALISON M j(r3 55A201G 55J,2124 RP ORRICK CEMETARY COMB2PANY = APE MAEL P - • GROCERY AVE RPM ..". 55;A,.201 •• . .. ORRICK CEMETERY COMPANY411 C R ERY AVE 0 DEED OF SUBDIVISION 0 THIS DEED OF SUBDIVISION is made as of 2005 by and between THE RYLAND GROUP, INC., a Maryi-and corporation, its successors and assigns (the "Owner"), Grantor; the FREDERICK COUNTY BOARD OF SUPERVISORS, a body corporate and politic ,(the "County'), Grantee; the FREDERICK COUNTY SANITATION AUTHORITY (the "Sanitation Authority'), Grantee; and STEEPLECHASE HOMEOWNERS ASSOCIATION (the "Association"), Grantee. RECITALS: A. The Owner is the owner of approximately 29.9891 acres of land (the "Property") located in Frederick County, Virginia, and shown on the plat entitled "FINAL SUBDIVISION PLAT, STEEPLECHASE", prepared by Patton Harris Rust & Associates, P.C. and dated June 24, 2005, which is attached hereto and incorporated herein by reference (the "Plat"), having acquired the Property by deed recorded as Instrument No. 050023901 among the land records of Frederick, Virginia (the "Land Records"). B. It is the desire and intent of the Owner to subdivide the Property into lots and parcels and to dedicate to public use the streets and thoroughfares as shown on the Plat. C. It is the desire and intent of the Owner to grant and convey unto the County, the Sanitation Authority, and the Association the easements in the locations shown on the Plat and as hereinafter provided. D. It is the desire and intent of the Owner to provide for the preservation of the Declaration of Covenants, Conditions and Restrictions attached hereto and incorporated herein by reference (the "Declaration"), it being intended that the easements, covenants, restrictions and conditions shall run with said real property and shall be binding on all persons or entities having or acquiring any right, title or interest in the Property or any part thereof, and shall insure to the benefit of each owner thereof. E. It is the desire and intent of the Owner to grant and convey the Open Space Parcels unto the Association. F. It is the desire and intent of the Owner to grant and convey the Pump Station Parcel unto the Sanitation Authority. SUBDIVISION NOW, THEREFORE, for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner subdivides the Property to be known as Lots 1 through 69, Open Space Parcels and Cn Pump Station Parcel, STEEPLECHASE, as more particularly shown and described the Plat. STREET DEDICATION THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner conveys in fee simple, with Special Warranty of Title to the County, its successors and assigns, that portion of the Property containing 5.1566 acres of land labeled on the Plat as "R/W", and hereby dedicates the same for public street purposes to be known Farmington Boulevard, Mistflower Lane, Poppy Lane, Tiger Lily Court and Loganberry Lane. COUNTY EASEMENTS THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys unto the County, storm drain easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future stormwater management facilities, storm drainage lines, storm sewer lines, or other drainage structures, including building connection lines, plus all necessary inlet structures, manholes, and appurtenances for the collection of storm waters and its transmission through and across the Property, said easements being more particularly bounded and described on the Plat as "DRAINAGE ESMT.", and subject to the following conditions: 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 2 co co 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 without the easements, but shall not include the replacement of structures, trees, or other facilities located within the easements. 4. The Owner reserves the right to construct and maintain roadways over said easements to the extent not prohibited or restricted by ordinance and to make any use of the easements herein granted which may not be inconsistent with the rights herein conveyed, or interfere with the use of said easements by the County for the purposes named; provided, however, that the Owner shall not erect any building or other structure, excepting a fence, on the easements without obtaining the prior written approval of the County. 5. The owner of fee title to any property on which easements are hereby granted for storm drainage and/or storm water management purposes shall be responsible for maintenance of storm drainage and storm water management facilities located within the easements conveyed hereby, unless such responsibility shall have been given to its successors or to an owner's association under the provisions of any declaration of covenants, conditions, and restrictions heretofore or hereafter recorded; it being intended that the responsibility of maintenance shall not be a personal obligation but shall run with the land. SANITATION AUTHORITY EASEMENTS THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys unto the Sanitation Authority, with General Warranty of Title, permanent water and sanitary sewer easements in the locations shown on the Plat. The permanent easements herein conveyed grant to the Sanitation Authority the perpetual right to install, lay and maintain water lines and sanitary sewer mains, including the right to go on, over and upon the said permanent easements for the purpose of installing, laying, maintaining, repairing and replacing the same as needed. Owners shall retain the right to use their land which is subject to the easements acquired herein in any manner which shall not interfere with the use and enjoyment of said rights by the Sanitation Authority. Owners shall at all times have the right to cross 3 O over and upon the said easements and to use the surface over the easements--iA such manner as will neither injure nor interfere with the construction, operation or maintenance of the water lines and sanitary sewer mains, except that no building or other structure shall be erected over said permanent easements unless by mutual consent of the parties or their successors. Whenever the enjoyment of its rights hereunder requires the Sanitation Authority to disturb the surface of the ground, it shall be the obligation of the Sanitation Authority to restore the same to its condition prior to being so disturbed at the Sanitation Authority's expense. SANITATION AUTHORITY ACCESS EASEMENT THIS DEED FURTHER WITNESSETH, that for and in consideration of the nises and other good and valuable consideration, the receipt and sufficiency of which acknowledged, the Owner grants and conveys to the Sanitation Authority an access sment in the location shown over Lots 8 and 9 for access to the Pump Station cel. No structure or other obstruction shall be placed within the easement area out the consent of the Sanitation Authority. ASSOCIATION ACCESS EASEMENT THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys to the Association, its members, employees, and agents, an access easement in the location shown over Lots 8 and 9 for access to the Open Space Parcel. No structure or other obstruction shall be placed within the easement area without the consent of the Association. DECLARATION THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner declares the real property described in this Deed of Subdivision and designated as Lots 1 through 69, and the Open Space Parcels, STEEPLECHASE, to be held, transferred, sold, conveyed and occupied subject to the Declaration which is for the purpose of protecting the value and desirability of, and shall run with, the real property and be binding upon all parties having any right, title or interest in the described properties or any part thereof, their successors and assigns, and shall inure to the benefit of each owner thereof. CONVEYANCETO ASSOCIATION THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which 2 I acknowledged, the Owner grants and conveys the Open Space Warcels, :PLECHASE in fee simple unto the Association, with Special Warranty of Title. THIS CONVEYANCE IS MADE SUBJECT TO all restrictions, rights -of -way, ;ements and conditions contained in the deeds forming the chain of title to this perty and is exempt from recordation tax pursuant to Va. Code Sec. 58.1-811(D). CONVEYANCE TO SANITATION AUTHORITY THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys the Pump Station Parcel, STEEPLECHASE in fee simple unto the Sanitation Authority, with Special Warranty of THIS CONVEYANCE IS MADE SUBJECT TO all restrictions, rights -of -way, easements and conditions contained in the deeds forming the chain of title to this property. THIS DEED OF SUBDIVISION is made with the Owner's free consent and in ,cordance with its desires, and in accordance with the statutes of Virginia governing the acting of the land; the Plat having been duly approved by the proper authorities of *ededck County, Virginia, as evidenced by its endorsement thereon. By their signatures hereto, all parties join in the execution of this Deed to acknowledge their consent to their terms and conditions herein expressed and their acceptance of the rights of way herein conveyed. [SIGNATURE PAGES FOLLOW] 5 C7 CD WITNESS the following signatures and seals: THE RYLAND GROUP, INC. "� a Maryland corporation o ` \ p. s EAL) COMMONWEALTH OF VIRGINIA, COUNTY OF FAIRFAX, to -wit: The foregoing instrument was acknowledged and sworn to before me this a0tay of .�'G1/,-��aC/' 2005 by as of The Ryland Group, Inc. r � it..t.f.��J ter G � ; _�•.• Notary I ublic ,;; My commission expires: _041�3 v0711 :Uf 0 STEEPLECHASE HOMEOWNERS ASSOCIATION a Virginia non -stock corporation Bv: Name: Wayne Hill Title: President COMMONWEALTH OF VIRGINIA, COUNTY OF FAIRFAX, to -wit: The foregoing instrument was acknowledged and of �t�� , 2005 by Wayne Hill Homeowners Association. (SEAL) sworn to before me this -G day as President of Steeplechase \ l�, Notary Ovublic My commission expires: h VICINITY MAP SCALE: 1" = 2,000' APPROVED BY: FREDERICK COUNTY SUBDIVISION ADMINISTRAT DATE/mac �S FREDERICK COUNTY SANITATION AUTHO VIRGINIA DEPARTMENT OF TRANSPORTATION DATE 17&eyl DATE I/- `6' OS OWNER'S CONSENT: THE ABOVE AND FOREGOING SUBDIVISION OF STEEPLECHASE AS APPEARS ON THE THEACCOUN ENRSNF�ei�EINWNERS, 4;bR PR ETORS ANNDIS WITH THE FREE STRUSTE SENT AND , IFAANYRDANCE WITH THE DESIRES OF gOTARY PUBLIC STATE OF CITY/COUNTY OF J s'�% rAzll::� THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME (NOTAR PUBLIC) i Ile // z (DATE) ON��1'..C/Y7��i (DATE) �.� �• MY COMMISSION EXPIRES SURVEYOR'S CERTIFICATE I, CORY M. HAYNES, A DULY LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA, HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THE PROPERTY CONTAINED IN THIS SUBDIVISION IS THE SAME PROPERTY CONVEYED TO THE RYLAND GROUP, INC. BY DEED RECORDED AT INSTRUMENT #050023901 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. ALT H OF o�~� �r� FINAL SUBDIVISION PLAT o �.,�� STEEPLECHASE RED BUD MAGISTERIAL DISTRICT c) CORY M. HAYNES FREDERICK COUNTY, VIRGINIA No. 2539 SCALE: AS SHOWN DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 111�410 PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION �<9� ,�y04 CONSULTING ENGINEERING - LAND SURVEYING - PLANNING SUR "' 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 (540) 667-2139 SHEET 1 OF 12 KEY SHEET OUTLOT A PUMP STATION P7 d Ln t0 00 0) O ,— ~ F-I— O O O O O O O O O FARMINGTON BLVD. LOT 49 LOT 48 LOT 47 -' LOT 46 � O J 11 LOT 45 �- En LOT 44 LOT 43 LOT 42 LOT 41 ZQ11, N C::) O O Q i J N LOT 14 s� � Z LOT 15 LOT 16 LOT 17 I LOT 18 J I — POPPY LA. 0: °i 00 M w LOT 20 I— �-- LOT 36 LOT]35Z O J 0 0 o LOT 21 LOT 32 LOT 33 LOT 34 -' LOT 22 LOT 31 OPEN TIGER LILY CT. SPACE LOT 23 co N N N N �O o 0 0 LOT 24 LOT 30 0 LOT INDEX LOTS SHEET 1-4 5 5-7 6 8-11 7 12-17 8 18-24 12 25-27 11 28-32 10 33-36 11 37-38 10 39-45 9 46-50 5 51-53 6 54-59 7 60-62 11 63-65 10 66 9 67-68 69 NOTES 1. FREDERICK COUNTY PARENT PIN: 55—((A))-200. 2. BOUNDARY INFORMATION AND MERIDIAN SHOWN HEREIN IS BASED ON A CURRENT FIELD RUN PURSUANT TO THE DEED OF CORRECTION RECORDED AS INSTRUMENT No. 040016438 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. 3. ALL LOTS ARE SINGLE FAMILY DETACHED URBAN. 4. PERMANENT MONUMENTATION WILL BE SET AT ALL LOT CORNERS IN COMPLIANCE WITH COMMONWEALTH OF VIRGINIA AND FREDERICK COUNTY REGULATIONS. 5. THIS PLAT WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT. 6. THE ACCESS EASEMENT THROUGH LOTS 8 & 9 CREATED HEREIN IS FOR THE BENEFIT OF FCSA AND FOR PURPOSES OF PROVIDING ACCESS TO THE OPEN SPACE PARCEL BEHIND SAID LOTS. p,TH ply, CORY M. HAYNES :P' No. 2539 ►► I C, l S�4 Ki FINAL SUBDIVISION PLAT STEEPLECHASE En RED BUD MAGISTERIAL DISTRICT I FREDERICK COUNTY, VIRGINIA SCALE: 1" = 200' DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 N PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION w CONSULTING ENGINEERING - LAND SURVEYING - PLANNING p 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 0 (540) 667- 2139 a- CW�rT 7 nC 11) AREA SUMMARY TOTAL DEVELOPMENT AREA: 29.9891 ACRES AREA IN LOTS: 20.3198 ACRES AREA IN OPEN SPACE: 4.4760 ACRES AREA HEREBY DEDICATED TO PUBLIC R/W: 5.1566 ACRES AREA HEREBY CONVEYED IN FEE SIMPLE TO FCSA (OUTLOT A): 0.0367 ACRES NUMBER OF LOTS: 69 AVERAGE LOT SIZE: 12,828 SQ. FT. SMALLEST LOT SIZE: 12,000 SQ. FT. PARENT PARCEL 55-((A))-200, ZONED: RP MINIMUM SETBACK REQUIREMENTS SINGLE-FAMILY DETACHED URBAN (EXCLUDING PIPESTEM LOTS) FRONT = 35' REAR = 25' SIDE = 10' PIPESTEM SETBACK REQUIREMENTS FRONT = 20' a REAR = 20' SIDE = 20' N ACCESSORY BUILDINGS = 20w SIDE YARD OF LOTS ADJOINING PIPESTEM DRIVEWAY YARD = 15' CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT BEARING CHORD Cl 270.00' 11'52'07" 55.93' 28.06' S60'57'35"E 55.83' C2 300.00' 11'52'07" 62.14' 31.18' S60'57'35"E 62.03' C3 330.00' 11'52'07" 68.36' 34.30' S60'57'35"E 68.24' C4 330.00' 9*11'20" 52.92' 26.52' N62'17'58"W 52.87' C5 300.00' 911'20" 48.11' 24.11' N62'17'58"W 48.06' C6 270.00' 9'11'20" 43.30' 21.70' N62'17'58"W 43.25' C7 330.00' 1*22'18" 7.90' 3.95' N66'12'29"W 7.90' C8 330.00' 7'49'01" 45.02' 22.55' N61'36'49"W 44.99' C9 35.00' 86'51'15" 53.66' 33.13' N11'35'54"W 48.12' C10 35.00' 93'08'45" 56.90' 36.98' S7824'06"W 50.84' C11 35.00' 93'00'26" 56.81' 36.89' N11'12'06"W 50.78' C12 35.00' 86*59134" 53.14' 33.21' S78'47'54"W 48.18' C13 35.00' 86*51'15" 53.06' 33.13' S11'35'54"E 48.12' C14 35.00' 93'08'45" 56.90' 36.98' S78'24'06"W 50.84' C15 54.00' 249'36'57" 235.26' 77.67' N87'01 *15"E 88.68' C16 35.00' 69'36'57" 42.53' 24.33' S02'58'45"E 39.96' C17 54.00' 23"6'59" 21.94' 11.13' N26'08'44"W 21.79' C18 54.00' 139*11'47" 131.19' 145.19' N55'05'39"E 101.23' C19 54.00' 53'24'55" 50.34' 27.17' S28'36'00"E 48.54' C20 54.00' 33*43'16" 31.78' 16.37' S14'58'05"W 31.32' C21 373.00' 11'06'46" 72.34' 36.29' S60'34'54"E 72.23' C22 400.00' 11'06'46" 77.58' 38.91' S60'34'54"E 77.46' C23 427.00' 11'06'46" 82.82' 41.54' S60'34'54"E 82.69' C24 427.00' 11'06'46" 82.82' 41.54' N60'34'54"W 82.69' C25 400.00' 11'06'46" 77.58' 38.91' N60'34'54"W 77.46' C26 373.00' 11'06'46" 72.34' 36.29' N60'34'54"W 72.23' C27 427.00' 1'35'56" 11.92' 5.96' N65'20'19"W 11.92' C28 427.00' 9*30*50" 70.90' 35.53' N59'46'56"W 70.82' C29 35.00' 89'40'21" 54.78' 34.80' N80'08'18"E 49.36' C30 35.00' 90'19'39" 55.18' 35.20' N09'51'42"W 49.64' C31 54.00' 275*13'21" 259.39' 49.29' S31'13'40"W 72.81' C32 35.00' 47'36'41" 29.08' 15.44' S34'57'59"E 28.25' C33 35.00' 47'36'41" 29.08' 15.44' N82'34'40"W 28.25' C34 35.00' 85'55'33" 52.49' 32.60' N78'15'54"E 47.71' C35 35.00' 94'04'27" 57.47' 37.58' N11'44'06"W 51.23' C36 54.00' 24'59'16" 23.55' 11.97' N86'06'38"E 23.36' C37 54.00' 47'43'21" 44.98' 23.89' S5732'03"E 43.69' C38 54.00' 46*18'53" 43.65' 23.10' S10'30'56"E 42.47' C39 54.00' 1 21 *44'18" 20.49' 10.37' S23'30'40"W 1 20.37' C40 54.00' 53'40'13" 50.58' 27.32' S61*12'56"W 48.75' C41 54.00' 65'43'28" 61.94' 34.88' N59'05'14"W 58.60' C42 54.00' 15'03'51" 14.20' 7.14' N18'41'34"W 14.16' �4��1yTH OF Dr 64 v CORY M. HAYNES No. 2539 r 1 o4los FINAL SUBDIVISION PLAT STEEPLECHASE RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SCALE: AS SHOWN DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION CONSULTING ENGINEERING - LAND SURVEYING - PLANNING 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 (540) 667-2139 SHEET 3 OF 12 0 m V) 0 m LINE TABLE LINE BEARING LENGTH LINE BEARING LENGTH L1 N32'17'41"E 40.00' L61 S57'42'19"E 72.10' L2 N57'42'19"W 40.00' L62 S5742'19"E 140.31' L3 S32'17'41"W 40.00' L63 S51'19'54"E 28.98' L4 S55'01'32"E 318.63' L64 S43'51'20"W 2.38' L5 S57'07'16"E 243.59' L65 I S57'42'19"E 20.41' L6 S77'17'41 "W 23.60' L66 S43'51'20"W 2.38' L7 N34'58'20"E 2.33' L67 N20'16'02"W 27.32' L8 S55'01'40"E 192.32' L68 N66'48'37"W 47.19' L9 S34'58'28"W 2.34' L69 S57'00'04"W 48.46' L10 S58'21'05"E 263.83' L70 S23'06'22"W 41.36' L11 S57'42'19"E 226.71' L71 S17'20'07"W 49.67' L12 N42'11'24"W 333.79' L72 S21'57'30"E 31.11' L13 N37'42'35"E 93.80' L73 S24'14'10"W 25.33' L14 N57'42'19"W 171.56' L74 S18'20'15"W 20.07' L15 N33'19'38"W 130.88' L75 S44'26'22"W 39.68' L16 N49'44'54"W 119.00, L76 S01'58'48"W 27.75' L17 S54'41'53"E 108.63' L77 S23'06'22"W 54.30' L18 1 S43'16'02"E 94.36' L78 S39'26'28"W 35.56' L19 S22'17'57"W 51.46' L79 S23'06'22"W 58.02' L20 S35'20'52"W 106.22' LBO S38'09'08"W 71.57' L21 S49'40'13"W 34.31' L81 S34'58'28"W 13.86' L22 S35'29'04"W 129.38' L82 S54'11'36"W 51.77' L23 S23'44'20"W 81.66' L83 S32'11'20"W 30.61' L24 S24'40'57"W 135.66' L84 S38'01'25"W 66.14' L25 N53'27'38"W 245.38' L85 S38'01'25"W 31.11, L26 S31'10'57"W 212.43' L86 S74'35'19"W 65.92' L27 S76'12'18"W 12.47' L87 S56'45'51 "W 35.76' L28 N34'42'41"E 182.50' L88 S85'56'15"W 81.26' L29 N01'56'58"W 80.62' L89 S85'20'36"W 115.41' L30 S76'12'18"W 20.77' L90 S78'11'11 "W 66.18' L31 S08'36'16"W 134.13' L91 I S75'59'17"W 209.26' L32 S12*15'09"E 89.64' L92 S65'11'21 "W 58.24' L33 S31'49'43"W 20.05' L93 S75'59'17"W 185.99' L34 S38'20'03"W 11.17' L94 S78'45'57"W 125.56' L35 S51'39'57"E 11.16, L95 N89'28'24"W 28.53' L36 N58'1O'17"W 139.06' L96 S84'29'18"W 67.06' L37 S57'56'00"E 355.95' L97 S79'02'55"W 58.21' L38 N27'21'57"E 129.64' L98 N69'26'22"W 16.36' L39 N37'36'03"E 172.08' L99 S56'28'39"W 33.51' L40 N34'58'28"E 3.32' L100 S77'42'32"W 40.01' L41 S55'05'13"E 165.89' L101 S38'01'25"W 102.88' L42 S34'58'28"W 3.33' L102 1 S52'00'35"W 63.79' L43 N31*13'40"E 2.33' L103 S02'07'37"W 31.09' L44 N86'02'44"W 50.42' L104 S39'26'28"W 132.46' L45 S3442'41 "W 138.76' L105 S14'20'57"W 63.45' L46 S34'58'28"W 3.33' L106 S28'26'56"W 42.73' L47 S55'01'16"E 163.28' L107 N36-24-32"E 24.69' L48 N34'58'45"E 3.12' L108 S09'27'57"E 19.35' L49 N58"10'17"W 18.54' L109 S24'14'10"W 38.29' L50 S31'50'19"W 158.90' L110 S70'26'02"W 17.00' L51 N58'1O'17"W 3.34' L111 S23'06'22"W 65.32' L52 S31'49'14"W 90.93' L112 S42'57'41 "W 39.71' L53 S58'10'46"E 3.33' L113 S57'00'04"W 24.98' L54 S58'1O'17"E 27.00' L114 N58'1O'17"W 5.00' L55 N14'28'17"W 20.71' L115 N54'41'53"W 22.76' L56 S35'12'40"W 325.33' L116 S57'42'19"E 80.66' L57 N54'48'55"W 3.86' L117 S50'05'54"E 80.05' L58 S28'37'08"W 34.03' L118 N57'42'19"W 68.47' L59 S07'35'21 "E 39.28' L119 N56'23'50"W 30.29' L60 S66'53'38"E 39.54' L120 N66'06'12"W 99.45' 1 L121 N32'04'00"E 41.93' H of 1'l c''kL O � v CORY M. HAYNES 9 No. 2539 1��o4�oS 0 CD fV 47.. FINAL SUBDIVISION PLAT STEEPLECHASE RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SCALE: AS SHOWN DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION CONSULTING ENGINEERING - LAND SURVEYING - PLANNING 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 (540) 667-2139 SHEET 4 OF 12 Q N LOT 30 I i LOT 31 � LOT 32 LOT 33 LOT 34 OPEN SPACE BRIARWOOD ESTATES N SECTION 2 _ _ N57'42'19"W 1147.40' ,T(L.)_ o SPACE ) OPEN 638.20' (TOT. V ---___ ao .33,82I 0 SF o� N�V) S574219E 488.33•CTOT.) 080.09' 90 n 86_20' _ '80' uj _ I _ < L I 25' BRL I-25' BRL 125' BRL l 125' BRL 1NI (n _ L LOT 1 ooQ LOT 2 LOT 3 LOT 4 w NI-12,160 SF � of 12,153 SF I� 112,453 SF IwWI 112,752 SF ICI CO J 0) 1- O 0 �I0 m to � m m IU) Mx x lm m I00 ^IX �' �oo = 0 - 01Z 0 0 uO ;o _ m m N �n o I ol^ Iz ^I� I� �CO Fr I L,3,9,BRL-__ _1 Io 35' BRL I zl o IL LLj m — I'-�-- __ _I I �35=BRL L-35' BRL�ZI 20' SAN. SEWER ESMT. I DRAINAGE --------- 78.08 — L4 80.00' > — ESMT. EX. 0 0 N55'01'32"W — 2.34' 0 492.09' (TOT.) FARMINGTON o 11.41' 0 BLVD. o N55 0yy FARMINGTON TON BLVD. '0 "Ci ' N55'O1'32"W 60' R/W o to 177.27' o S55'O1'32"E 117.10' 60' RAW to 313.18' (TOT.) -----_—__— N55-01'32"W _ c9 247.51' (TOT.) 20' WATER ESMT. _ 10.14' - 72.65 20' WATER (cs, I INESiM_ T I.F0) 00 35' BRL L49 J w 0' 35 RBL CD o w LOT 49 54 O00-27.0m LOT 50 oN Ld u 11 I-to15 528 SF M 12,034 S Io' -mo n N O0o L_10�BRL Lll '�rw 25' BRL S581017E 5.0 I oNJ- 00 150.00 o I 1 , CN ^ 36,3 20 DRAINAGE F ESMT. 0 1LOT o m 12, 000 4S m w oo 7 89 10' BRL 8S .� �24 0 . 000 IN to ( w ( o I� 00 � J LOT 68 4� L'.' n LLJ 00 rn to N 00 m 12,150 SF w L _10' BRL a I rn I w I- m cal 00 ^ I m 20' DRAINAGE •� � J _ _S58'10'1 ""E_ 3 LO r- o 0 ►� ESMT. N rn w �,� I 150.00 N v Z 7Lu-0oNtm,- 0:;�M 15' BRLt- cn ¢ 10' BRL i� . z~ ;c-1 a N58'10_17_W 150.00' ZI- rLOT 47 - b .r rn o0 0 rn w �--�W oowl°D 12,000 SF ml 01�, d 00 20.00 LOT 69 10.0' J C° _ o �- 00'(0V N M I oo l M N I It � o� N 58'10' 17—W 150. 00' 0 w o �, 10 BRL cn o 1 0 15 BRL Cn L36 S58.10 I7 E Of 1 150.00 Z NI m LOT 67 m of 0 � 0 10' BRL L51 I. 12, 750 SF I ui 1 ai V) m I r. - to N v7 b m LOT 46 m o I M N 1 o BRL ' o o I- 12 000 SF I I `� M o N I N 58'1017 W 150.00 .n _ 10' BRL N d.ul SAN. SEWER ESMT. Ix S58'10' I IffE 150.00' LO SEE SHEET 9 SEE SHEET 10 Y \ SEE SHEET 9 3.33' \ LOT 45 C/) LOT 66 LOT 65 a 3 �NJ, TH OF r FINAL SUBDIVISION PLAT Cr •c, jt-._, STEEPLECHASE � RED BUD MAGISTERIAL DISTRICT of CORY M. HAYNES FREDERICK COUNTY, VIRGINIA j GRAPHIC SCALE No. 2539 SCALE: , = so DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 N o ao so Aso 1� �04 �oS PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION ~ U �.Q�Q4' CONSULTING ENGINEERING — LAND SURVEYING — PLANNING p 1 inch = 60 ft. s'C1R 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 lax(540) 667-2139 j SHEET 5 OF 12 a Is LOT '33 * 1 LOT 34 OPEN SPACE CrN LOT 35 LOT 36 OPEN SPACE ---J---------------BRIARWOOD BRIARWOOD ESTATES N SECTION 2 ESTATES N N_57'42'19"W 1147.40' (TOT.) 638.20' (TOT.) S57'42'19"E 488.33' TOT.)_ � 75.08' 75.08' N r d f— w w O = J w w w -]25' BIR I �25' BRL 65j M� 76.61' �(� L69-'/ N IJ DRAINAGE/� ESMT.10.00�- l I LOT 5 I i l LOT 6 �wl� S,6R< w C/L 20' SAN. w 12,227 SF --mow. 12,490 SF c0j)) LOT 7�o r,SEWER ESMT J N a0 fpcdll2,432 � M CL L71NX l^I� SF�m;n� m�o\r?1) OPEN SPACE �� olrMj �Io mlz m L110 gym/ 33,820 SF \ IZI Z1 1 � SAN. 1 L___ 35 BRL DRAINAGE q SAN. ESMT. 2.34' 75. 00' 1455'01 32 W 492.09�(T( N55'01'32"W_3.18' N55'01'32_W N 91.75' ►M � w3 k35' BRL I-- a:�00 coLOT 51 wN.[..2 12,090 SF cn Lo DRAINAGE ►��20 ESMT. 24" i w 0 M I— in 0 L J I.- L 3-5 BRL c;1 ^ 35' BR_L_ p�AIsSMR ► r, VER ESMT. 13101, t L2 Z Q O o� �w�woow (Z1—�cDU� Lj0:2 n V) w w I =u- 4'+ . S? TOT• DRAINAGE 283' 9293 1' � C5 566'53 38 E 92.87 FARMINGTON BLVD. C2 " 60' R/W _ ^_ S66Q�3� TO V.) C6 247.51' (TOT.) C3 v -- 80. 00' 3.11, 1.44' L107� 20' WATER ESMT. N N 35' BRL �35' BRL 00 N LOT 52 I m '' 1 O� �1- 12,107 SF 1"030 l"o o E'I N[,—CC � ^LOT 53 � 10.0' o I I 12,521 SF Lp 25 42' , E74 � r OO ' �J Tt"-, Ln CP Lp Ln A6 L00 o LA N J m N Co J Co J DRAINAGE--�-1 r I ESMT. r t, = m LOT 69 of b Z20' DRAINAGE I OPEN t° N o 16,497 SF 0° of : ESMT. rn SPACE w IN N) rnlcn J 65,179 SF 3 0 20' BRL N I 20 SAN. �-a�,l`r 122.15' 32.15' II SEWER ESMT. 100 :14 N58'10'17"W 10' PRIVATE L103 I -' ~o 0 20' SAN. SA SEWER ESMT. I _ lot SEWER ESMT. L121 io.o' S67'09 25 E S55' 1 32 E 160.00' (TOT.) 46.76 SEE SHEET 10 LOT 62 LOT 66 LOT 65 LOT 64 LOT 63 L102 �Aj,TH OP FINAL SUBDIVISION PLAT STEEPLECHASE RED BUD MAGISTERIAL DISTRICT v CORY M. HAYNES FREDERICK COUNTY, VIRGINIA GRAPHIC SCALE No. 2539 SCALE: 1" = 60' DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 0 30 60 120 t► lo4`ps PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION CONSULTING ENGINEERING — LAND SURVEYING — PLANNING R 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 1 inch = 60 ft. (540) 667-2139 OUTLOT A Q PUMP STATION CD HEREBY CONVEYED IN BRIARWOOD ESTATES N SECTION 6 600 tU ■ FEE SIMPLE TO FCSA LOT 114 LOT 115 LOT 116 ACCESS ESMT. OPEN N57-42'19"W 20' DRAINAGE TO FCSA , SPACE 1147.40' TOT. ESMT. I 63.00 �'�/ _ _ _L w 40.00� 25.00' OPEN SPACE 469.19' (TOT.) Q �w -i -' L2 J 55.00' 81p1,7185.00' 80.00�3 SF 2'19"W 4680.00' TOT. N o ' _ 119 18 L117 L116 0No Q RL 2br BRL E 8 —I 25' BRL Lij Z ,,' z o �120 — O MCr ow 0 12 3046 S F I I IIJ 12,70 0 SF �. ( LOT 10 3 _ o LOT 11 3 ^ T 9 w N 1 J o m Li 12,000 SF � 012,000 SF I� o w J 10. 0' m I � I-m cn N COwm of I P- E m I 'l- t . i.- to 0 F- _` N tD w I ~ O � m N' .--I J m I 'ILO w J W Q� I\�-j PO o I• �a(nZ (P7 �O '-III m O M w = (n (n J 4 N w b (n (n wN 35' BRL 35' BRL_J �35' BRL 35' BRL J o w w 0 L73 I I SAN SEWER ESMT. L66 0 w o _ _ L11 L10 U C7 �OT _ _ 80.00 C4 N57'42'19"W 445.12' L64 DRAINAGE ESMT. 18.09 63,38„0 F C5 FARMINGTON BLVD. N57 42'19"W 443.54' (TOT.) 56 2,87 cO L61 60' R/W DRAINAGE ESMT. 266.30' 177.24' 66'S3'3a'�E L60 C6 M N57'42'619"W 200.80' L63 13.09' S — 6.91' 31 L� 4 23.00 85. 00 72.80 >> 12.��' —� 20' WATER ESMT. L58 1 I 35' BRL N o N �35T BRL�N (� 35 BRL � I IQ 1' ' LOT 55 `�' T- LOT 56 Nl I LOT 57 ' S o' o J 12,074 SF I I I 112,083 SF I'- N w 12,094 SFJ i• U' 3 3 3I I m W1 It 27.0' O aj� N �W jI Id m m��� n Im 0 ��25' BRL I I Z I 1 Ln LO , _ r I I rJ7�ON_ N- N N <I 0 J1��25' BRL o 25`L v�i S57'42'19» E �- 103.58' >- N� .,1 „W L14 _ , ��� 10' BRL \ c� 75.08 0 28.52 �, W X °0 I'- �' t,3 �, cj N57'42'19"W 3 3 I ry mI I m I �- o NI �� 20' BRL 3 � M 0N0- LOT 58 w 0 I� I N J co o LOT 54 d I o 00 �►' 1W 13,648 SF 0°I T�o^ � ;� ^d-m 12,010 SF t O w N oo�� i� r�i 10' BRL_ (Wn .. —t �____20' BRL N N S54 41 53"E 103.620 3 F- 10 BRL -] (n S54741'53"E o LOT 59 20' ^ OI I 3 OPEN SPACE oo�OR I� 12,506 SF I � m l0 65,179 SF �I°' �m J N D in 2 I� L mI W �s N 00 CO to O 139.65' \ �____ 10' BRL 0)'aop I v I N 126.00 I ►`ri i� 00 I < CL 20' S55'01'32"E DRAINAGE _ Zoo a ESMT. SEE SHEET 1 00 rn w LOT 62 LOT 61 LOT 60 3 �D,LTH OF z FINAL SUBDIVISION PLAT STEEPLECHASE RED BUD MAGISTERIAL DISTRICT 0I v CORY M. HAYNES a FREDERICK COUNTY, VIRGINIA GRAPHIC SCALE No. 2539 SCALE: ," = 60' DATE: JUNE 24, 2005 co REVISED: NOV. 4, 2005 N 0 30 so 120 tt 104'0 S PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION w CONSULTING ENGINEERING - LAND SURVEYING - PLANNING o ,�� 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 0: 1 inch = 60 ft. (540) 667-2139 a 1-11 SHEET 7 OF 12 d LOT 115 LOT 116 LOT 117 LOT 118 N57'42'19"W 114740(TOT.) BRIARWOOD : ESTATES N SECTION 6 ." ' 469.19 OPEN SPACE`" N57'42'19"W 467.88' (TOT.) 11,713 SF 25.03' — — — — 0 80.00' 87.88' i O r 5' BRL F 25' BRL S� C' LOT 12 LOT 13 �v o I w ICI J 12,000 SF I� DI-j 12,591 SF� N F- I- _Om mIC5 Zoe LO o I o W I"0.lCO ml �Llo o Ld I� o I LLI O NL35' BRL 0�35' BRL 20' SAN. SEWER ESMT. 1-11 _ _ _ 80.0 ' 1— 80.00 N57'42'19"7 445.12' (TOT.) FARMINGTON BLVD. of N57'42'19"W 443.54' (TOT.) 60' R/W 266.30' 177.24' d O ti S57_42'19"E C3 — — — C.7 I V� 117.0020' WATER ESMT. Z35�BRL LO I- J o l LOT 15,84014 o O Im SF I W �_ — 10' BRL �I 10 0' ( 20' DRAINAGE — — I Z �. �54 0 E ESMT. -00' Lo 10 BRL O LOT 15 1 00 D I o w I m 12,000 SF o 0 F^-. z 0 w CO Un o p w �, o0 2 I 5 .0' Q �.. 10 BRL I S54'41 53'E a ^ o w 27.0' O 150 0o, (0 - cv 0 1 N 10' BRL N (0 UO — o 0 �_ LOT 16 > .~. o I m 12,000 SF 0 Z w to � oo I o w to L00 Liw m 0) 1 ^ �- 10_BRL = v "' o S54 41 53 E o ~ 00 3 I N 0 (� 10 BBRL N I a m 00 Iaf I-= co 0g0 I LOT 17 -' Z o IN 0 — — --I� rnl o I� 12,000 SF o • W w O III 00 N N I M ►� i� 10' BRL Z I- O w `�° � I 0 17 150.001 a o � Z SEE SHEET 12 41.37 FJ z Z LOT 18 C/L 20' 9 T H DRAINAGE ESMT. r Off'' FINAL SUBDIVISION PLAT D STEEPLECHASE RED BUD MAGISTERIAL DISTRICT o o v CORY M. HAYNES 9' FREDERICK COUNTY, VIRGINIA GRAPHIC SCALE No. 2539 SCALE: 1" = 60' DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 N 0 30 60 120 1-4 10 PATTON HARRIS RUST & ASSOCIATES ,= A PROFESSIONAL CORPORATION w q SjpCONSULTING ENGINEERING — LAND SURVEYING — PLANNING o ,S*UR`� " 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 1 inch = 60 ft. (540) 667-2139 0 SHEET 8 OF 12 rl k,' SEE SHEET 5 LOT 67 I- o LOT 46 DRAINAGE 54 0' N58*1017 W 110.65 of o w SEE SHEET 5 ESMT. M 27,0� L37 SA SMTWER - N•�Q S581017,E 150.00 � ~0 3 � fo �(-25' BRL o cn c� (� 10 BRL w �- Iz o 2 LOT 66 oCA m ``- "' 1 o I m LOT 45 a L5 rn .~. I°' aWI 14,204 SF Ri w `O --J-------\ `-100 I Ln 12,000 SF I o CO oo_o 'r '�° bW r- m I 0 F- o L 10' BRL �1 n v1 n Ntn AIBIRL�J�� o0 w O w1 3 3 M L35'Lu 81 �20' WATER E10' BRL :f CC70.11 lb m LOT 44 m 3 0 V) ,) ( S55'01 32 E 315.11 TOT. • 12,000 SF - o I o 00 I N MIN of POPPY LANE R W o ED S55 01 32"E - 773.79, (TOT.) 10' BRL Ln o S58'1017"E S55'01'32"E 312.30' (TOT.) N 150 —0 0-'- - - I G'��` 73.51' 10' BRL -,1 o m LOT 43 m o 50 0' T o0 ~o 0 I 12,000 SF ,n ( I �I 23 0' �35 BRL�o 0 Lo 't �- N "' 27.0 w - a w LOT 39 '� of to - 1o'•BRT"J ;� - �'m - 15,112 SF w 00 Z Ld Cu o - S58101 �E- - Z I 'o�, N �I 1 = 1- �,. ¢ LO 1� 0 ;r v�l m �i cn o CO I � 10 BRL � .- uj Edt O CN W Z w LO I o m LOT 42 m o z �S, eR< oNo cwn Imo- m o I N 12, 000 SF ; I 00 I�25'� m p 00 '`' I • F- L 10' BRL 0 ��//�� I Q �� 60.89 i� S58'1017 EE r Cn ' a N55'01'32"W 1500 - - � � > 10' BRL 17 �% fj 163.66' (TOT.) M 1 cv w L54 in N DRAINAGE C15 m LOT 41 x o ESMT. coo 1-'0 N 17,407 SF r�L34 L3 30 3�. GO�P�c,�` / -L94 8.71 cn 'I C / Ld 10.0, k. w � •0�°� ��� R� N CA 20' 12,3 40 SF i �F� SEWER ESMT. 07 mod- eRt ,M / OPEN SPACE 541� 84,263 SF / r441 Z `/o J O�C� c z o o¢ Q N N/F /// D ESMTGE_� / 3 Z o ORRICK CEMETERY �Q O Mm I COMPANY, INC. /�L91 ^0 "' Cs m� V) D.B. 337, PG. 179 �L92 // �o °j�/ �� a z z T.M. 55-((A))-201 291.77' (TOT.) a - - 104.29'— 90.77'z N/F w 'S58'46'20"E 1076.74' (TOT.) 3 GREENWOOD zTH op } BAPTIST CHURCH I PC D.B. 514, PG. 213 1 (nZ O�� FINAL SUBDIVISION PLAT T.M. 55-((A))-192 wo �" 0, STEEPLECHASE I NLL- O RED BUD MAGISTERIAL DISTRICT CI V CORY M. HAYNES FREDERICK COUNTY, VIRGINIA GRAPHIC SCALE No. 2539 SCALE: ,• a so' DATE: JUNE 24, 2005 " REVISED: NOV. 4, 2005 N 0 30 60 120 111o41oS PATTON HARRIS RUST & ASSOCIATES �m� A PROFESSIONAL CORPORATION O'R' CONSULTING ENGINEERING - LAND SURVEYING - PLANNING o 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 m 1 inch = 60 it. (540) 667-2139 a' SHEET 9 OF 19 SEE SHEET 5 .Og'25"E o S55-01'32"E `N58'10'17"W 567 , _. 16o. T T. / CD -� — L39 SEE[SHEET 6 39.35 46' 0.00 L37 80.00 ,� L81 $ o _ DRAINAGE / . o � 25 BRL 25 BRL'j 1 (-25' BRL ESMT. �00 120' SAN. j L102 I� I— LOT 65 3 SEWER ESMT. I31 LOT 63 �I h w N I-'' 3I 12,097 SF I00 0 12,000 SF 3 OPEN oo w CO = FOoir -i oN of J o00 SPACE �,-'�(nn o0 o N r�(m m I;n m LOT 64m loo oIm o m o ao 65,179 SF00 UJ -� Q w P- o raj �012,000 UJ SFo It o i• _LO � 'n IcO ao N W � 35' BRL � Nl � r-I� I^ o � � � � 1��. to 1 35 BRL 1 L 35 BRL 20 SAN. Id, 2 I SEWER cn 20' IWATER ESMT. I ESMT. I� 0 5.89' 85.00, 0.0 ' L41 80.00' 10.0' C27 S55'01'32"E T. ) 315.11' TO3.50' ( DRAINAGE ESMT. 9. 73' C21 � 47, C24 o _ S55_ 01'32"E 373.7_ 9_' (TOT) POPPY LANE C22 C25 N 2.90' 54' R/W 12.02' 21.00' S55'01'32"E 312.30' (TOT. C26 80.00' — 10 p — 'Z 3 57.29 C23 L25 o L42 0' DRAINAGE ESMT oo / 1-85,y ��35' BRL 00 LO 0p 20' SAN. 1 .0 ��66 r-I �3 35' BRL �� SEWER ESMT. / g LO LOT 38 0 o L100 �. 00. LOT 37 m N / w M rn UJ I 112,000 SF N o L99 L86 w t w I- IoIx 12,024 SF ►- _ ;� o ,� ,,.T1 / /fig A9 gyp. (n o o w �Nlm m MIS o �Q� •�`i�y1��0�1�,���. �A' . s p w w CO o b Itn I 0 $� / / S, cn cD N 25iBRL� LARL �o�/A5,� 80.00' _ �'� 0`�' G �.��P,�. O �` L88 14 024 SF N55'0132'W p �5� Na 'Lp 35' BRL o ��� A .•� 163.66'L940T.)/ L95 /OPEN SPACE 1 '�� �`'� � C41 � �c0 � 84,263 SF i 7cL89 m�/L29 /LOT 31 �� �o TIGER LILY ��� S58'46'2o"E s.75' S 13,083 SF M COURT 211.45' (TOT.) L90 �pCo• RAJ J� 50 RAW S58'46'20"E /'v ��� 335.06' TOT. CA DRAINAGE to�' 202.90' TOT \ F ESMT. k0�Colo\ �� $g+� N� 1.5�i$ 11' SE20' SAN.WER ESMT.G�� N58'46'20"W WL�_ 29�3.66' ��L91!la C37 L31 L30 v � z i� LOT 29 z wr /,n- �Nor-0 L0 3RL iLLI o 0. 0 o f- ,.� / o' o sj, A B ,�o.� N" LOT 28 c^ ��-v o. Lo o 0 ^o LOT 30 'pq� o �" �'�o �°j, F ^/0 12,340 SF �� 17,022 SF �gCs�L v co / (i o F \ 25' BRL �h 20' BRL Fs�\ �ifl 10 J, a 291.77' 202.94' _ — 154.90_ — — S58'46'20"E 1076.74' (TOT.) 3 '�>Nj,TH 0�' FINAL SUBDIVISION PLAT STEEPLECHASE o RED BUD MAGISTERIAL DISTRICT I U CORY M. HAYNES 9 FREDERICK COUNTY, VIRGINIA GRAPHIC SCALE No. 2539 SCALE: 1" = 60' DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 N 0 30 60 120 it104/oS PATTON HARRIS RUST & ASSOCIATES c4 A PROFESSIONAL CORPORATION uj w CONSULTING ENGINEERING - LAND SURVEYING - PLANNING 'o S� 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 1 inch = 60 ft. (540) 667-2139 a. SHEET 10 0 F 1 S55'01'32"E SEE SHEET 7 LOT 59 L81 139.65' 18•21' 20' DRAINAGE , v00 w 80.00 C7S L16 Q cn N 80.00i�— _j ESMT.In25BRL 2/ BRL o 25' BRL / I LOT 62 I �— w LO 1— 3I 12,138 SF LOT 61 I� I LOT 60 in o I N o I m n cow ( 00 uj - X. 0 12,000 SF = b 15,525 SF I W o'- 0 = M N J Q m O J J O �tii=l N I— W aol o] Q� �� m ml. LIm mI w N W� c0 O O � I �Io ND W to ILO o of �Io O 00. v 2 I I� L 35, _ 35' BRL 1 3' N I w 00 �N-------- 1I BRL 10.p' _ _i I �____ 5 BRL M^ O w I00 'WATER ESMT. 3.64 z� 0 0) I 0 rn 9.42' C27 .— C28 80.00 7000' °,iv !u�24 S55'01�Zo 0Co 3.rlz z o�- C22 o N C25 S55'01'32"E 221.07_ POPPY LANE `Ni 0.58' 3.22' DRAINAGE ESMT. 5 R4 W"- t I C23 C26 N55'01'3211W L47 158.71' 4. ' 0 ZI o 8' — N N L4 101 92' L85,y _ L25 — ��p N o �'I _ s. OPEN I 1 '��— 35' BRL —�--- I SPACE $`L' ��0�' ,�� 0� F-Coi 35' BRLJ. �$,�� LOT 36 m�� °�g�� I 13,493 SF o I IN I� LOT 35 cow . , N 25' BRL I I'- m 14,151 SF V Ix Lu o �5., w �" `� 10' BRL w 00ul)1 Z F I _N58 46 20 W f- o~= ry"� 103.41 -----1 9 4: Q NIw} o cn (� 10 BRL cn N 1 w �oM —25' BRL �o�� m LOT 34 N o^o w I o �I LOT 33 m to r-:-: 13,285 SF I I z � w .o`O� 14,408 SF o I� `� zo to ►'� z <I = N �tij I _35=BRL �Z L35' BRL 0 N 20' SAN. SEWER ESMT. 10.0' J w o 10.0' I 0a L43 122.26' — _ 89.18' G'Stx 0 I 20.13' 3.01' S58'46'2019E 211.45' 23.26' N I 11GER LILY 20' DRAITNAGE 158'46'20"E _335.06' o ZoLo 29.21' COURT d 50' R/W N58'46'20"W 202.90' N �j oc� vi 0)9.13' G' 80.00' 60.96LzN o �b, 61.9415 a- J r. G�6 ASS WATER ES T. 10.0' I I a v L31 20�• 3-5 8q (_35' BRL I T BRL7 � Fm� 3LOT 27 o l LOT 26 I ^ 113670 SFI w o 12,314 SF I.d Io 12,000 SF� . Io J oom ��� y� 0. m �I Clm m l �l Lo m ° I � 00 M 10 0~ N M o r) V-o in w cV -A < o (� -IV)I� "'I N r lz I 1 c, o~ I 27.0' 25' BRL L_25' BRL L25' BR_ L < C/L 20 5 0' DRAINAGE 54.74' 1_ 80.00' _ 87.86' N 27.07 27.07 _._--- — --- S58'46r 20, E 1076.74 TOT. 9.39' SALT H pF FINAL SUBDIVISION PLAT STEEPLECHASE O RED BUD MAGISTERIAL DISTRICT V COPY M. HAYNES FREDERICK COUNTY, VIRGINIA GRAPHIC SCALE No.2539 0 30 60 120 )o4s leq� ��p4 1 inch = 60 ft. C. . SCALE: 1" = 60' DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 a PATTON HARRIS RUST & ASSOCIATES if A PROFESSIONAL CORPORATION w CONSULTING ENGINEERING - LAND SURVEYING - PLANNING p 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 a (540) 667-2139 SHEET 11 OF 1 a I 10) CO w 1 w 0 0 o W 10 I cn in to i z LOT 17 SEE SHEET 8 I 1 T1 ' V53"E 150.00, O 10' BRL s 0 o N o I� o LOT 18 Wm o �00 M 12, 000 SF �, 0 00 ��� c L 10' BRL f I w S54 41'S3"�E 1 r 150.00' '0 I 10' BRL 10.0 M o LOT 19 ^ z M 12,000 SF NI wI — i � 10' BRL w I S54 41_53"-E to 0 O I CO C'� I 11500' .BRL NO w LOT 2 '0I12,000 S_ F10 Nto 00 I ' 0l:l 0-0 0 Z 10 -;BRL 4- 1:0" m 150.00 lJC'j d- 10' BRL _ �I o Co oir W 10 I-io 12,000 SF to LO fw 0 ui Icn . 00 o Z L' 1 vr 441 :�3,. 1 '� �n 0 --150= 0.0 o z-1 I 4 L5 I I ( 10' BRL ^ J 7 J o LOT 22 3' o I- to I� 12,000 SF mI ol" o`O I 0 N rk 1 c0 0' DRAINAGE ESMT. N .-. w 10 BRL U (0 I- 54'4153" `O z �S ^I i•`I 0--�JN I '^� IW}- > c°-;-- )- No d10' BRL Z Q �00 LOT 23 Cl o1o OI 12,000 SF 001900 00 I W 10BIRL� u')S5441 53—E zQ I m w 0000 00 w o I- 10' BRLCN U LO N w ZI I 1 1 0 IN IN Im LOT 24 -' w 0 I M 15,829 SF mI o V) III N O M ZL 10' BRL_ 27.0Lj" 150.38' S58'46'20"E 1076.74(TOT.) C44 OF HAYNESGRAPHIC SCALE2539 0 30 60 120041p5 c 1 inch = 60 ft. ji FINAL SUBDIVISION PLAT STEEPLECHASE RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SCALE: 1" = 60' DATE: JUNE 24, 2005 REVISED: NOV. 4, 2005 PATTON HARRIS RUST & ASSOCIATES A PROFESSIONAL CORPORATION DNSULTING ENGINEERING - LAND SURVEYING - PLANNING 117 E. PICCADILLY STREET, WINCHESTER, VIRGINIA 22601 (540) 667-2139 co co W VIRUINIA: FREDERICK COUNTY, SCI'. This instrument of writing was produced to me on at and with certificate of acknowledgement thereto annexed was admitted to record. T imposed by Sec. 58.1-802 of §4, and 58.1-801 have been paid, if assessable 4,ew /�� , Clerk December 5, 2005 Ron Mislowsky PHR&A 117 E. Piccadilly St. Winchester, VA 22601 RE: Briarwood, Sections III, Steeplechase - Final Plats Dear Ron: This letter is to confirm that the final plats for Briarwood, Section III, Steeplechase, were administratively approved on December 1, 2005. We have received a copy of the recorded plats and deed of dedication. The approval of the subject subdivision allows for the development of 69 single-family residential lots with a minimum lot size 12,000 square feet. Sincerely, ark R. C "el-i ran Zoning and Subdivision Administrator MRC/bad cc: Jane Anderson, Real Estate 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 J MAR COMMONWEALTH ®f V IRG1 NIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE GREGORYA. WHIRLEY EDINBURG, VA 22824 ACTING COMMONWEALTH TRANSPORTATION COMMISSIONER March 2, 2006 Mr. Jamie Judy C/O Judy Construction 835 Huttle Road Middletown, VA 22645 Ref: Steeplechase Subdivision Route 1480, Farmington Boulevard Frederick County Dear Mr. Judy: Enclosed is your approved Land Use Permit #855-7472 to cover the construction and maintenance of a street tie-in and utility connection at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 1480 right-of-way. I would also like to remind you of the need to erect and maintain proper traffic control in accordance with our Virginia Work Area Protection Manual. If youhaveany questions concerning the permit requirements or during construction, do not hesitate to call. Sincere] , Ronnie Dove Hwy. Permits & Subd. Specialist Sr. Enclosure xc: Mr. C.B. Harris (w/ copy of permit) Mr. Robert Hawkins Mr. Mark Cheran VirginiaDOT.org WE KEEP VIRGINIA MOVING Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. P� 117 East Piccadilly Street H Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 Memorandum To: Bernard Suchicital Organization/Company: Frederick County Planning From: Ron N islowsky/JYM ' Date: November 22, 2005 Project Name/Subject: Steeplechase PHR+A Project file Number: I have enclosed the agency approvals for this subdivision design plan. Please let me know when we can send plans over for signature. Also, this should clear the way for final plat approval. Call if you have questions. 4 Ronald A. Mislowsky From: Funkhouser, Rhonda [Rhonda.Funkhouser@VDOT.Virginia.gov] on behalf of Ingram, Lloyd [Lloyd.ingram@VDOT.Virginia.gov] Sent: Tuesday, November 22, 2005 3:22 PM To: 'Ronald.Mislowsky@phra.com' Cc: Ingram, Lloyd; Baluch, Stephen Subject: Steeplechase Ref: Steeplechase off Route 656 Greenwood Road @ Farmington Boulevard Frederick County This is to acknowledge receipt of your revised plans with the latest revisions dated October 19, 2005 for the referenced project. The plans appear satisfactory and are approved, subject to inclusion of the items listed below. Please advise the developer accordingly. Please provide 5 sets of approved construction plans with signed seal for VDOT distribution. 1. On sheet 8-10, it is apparent that some water and sewer laterals will interfere with storm pipes which run parallel to water and sewer lines at approximately the same elevation. These were partially addressed in the latest revisions. Please show on the storm pipe profiles the placement of the following lateral crossings over or under storm pipes, and adjust as necessary for proper vertical separation, or indicate protection/ encasement: C4 - 1 water service crossing C5 - 2 water service crossings C9.3 - 2 water service and 2 sewer lateral crossings C11 -- 1 water service and 2 sewer lateral crossings (the other water service crossing does not appear to be an issue) C20 - 2 water service crossings C25 - 1 sewer lateral crossing C26 - 1 sewer lateral and 1 water service crossing between station 4+00 and 5+00 C32.1 - 1 water service crossing C33 -1 water service crossing 2. On sheet 3, the arrangement of utilities and storm pipes in the cul-de-sac of Tiger Lily Court is a substantial improvement which reduces utility and storm pipe conflicts. 3. A few of the details on sheets 13-16 are not the latest versions. See the attached instructions for downloading the latest versions. Standard Sheet Latest Rev. Title Page Notes DI-3D,3E,3F 1 of 2 Rev. 7/02 Standard Curb Drop Inlet with Utility Space) 12"-30" Pipe: Maximum Depth (H) _ 3 feet 104.12 Update sheet 14 with rev. dated 7/02. DI-7, 7A, 7B 1 of 3 Standard Median Drop Inlet 12" to 42" Pipe 104.22 Update sheet 16 with undated -evision including Notes. JD-4 1 of 2 Rev. 1/04 Standard Pavement Edgedrain 108.06 Update sheet 16 with rev. dated 1/04. JD-4 2 of 2 Rev. 7/03 Standard Pavement Edgedrain 108.07 Update sheet 16 with rev. dated 7/03. �G-91) Rev. 1/04 Standard Entrance Gutter 203.03 Update sheet 14 with rev. dated 1/04. VIUTCD Sec. 3B-16 2003 Edition STOP Lines p. 3B-16 Add or note detail for STOP line dimensions and .ocation. offer the following general comments: 11/22/2005 . A preconstruction conference 4d be held by the engineer and/or devF-' -ler with the attendance of the contractor, various County age, js and VDOT prior to initiation of wo; • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this development. . Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department prior to inclusion into the Secondary Road System. • Attached is a copy of the minimum requirements and information needed prior to acceptance of subdivision streets into the Secondary System. This is the responsibility of the developer. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. • If mailboxes are to be placed along the roadway fronting lots, a minimum of 4' shall be between the edge of pavement and the front of mailbox as shown on the VDOT standard RFD-1. • Private entrances will be installed in accordance with CG9-D. This is the developer's responsibility. • Any entrances constructed from the referenced street(s) shall meet VDOT minimum standards. This is the developer's responsibility. • Any signs to be installed will be in accordance with the approved plans. • I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type I 21-B Stone. This will greatly reduce the possibility of any pavement settlement. • A copy of any/all recorded plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permit. Dedication should be made to the Commonwealth of Virginia. • A copy of any/all RECORDED PLATS of dedication to public use (the County of Frederick) for drainage easements or additional right-of-way required for implementation of this proposed project should be provided for VDOT review prior to issuance of any land use permit. Should you need additional information, do not hesitate to call me or Mr. Stephen Baluch at the VDOT office in Winchester at 540-535-1823. <<Instructions for Downloading VDOT Road and Bridge Standards.doc>> <<Information Needed Prior to Acceptance of Subdivision Streets.doc>> Lloyd A. Ingram Transportation Engineer VDOT — Edinburg Residency Land Development 14031 Old Valley Pike Edinburg, VA 22824 (540) 984-5611 (540) 984-5607 (fax) 11/22/2005 Revised 0812005 XIFF1111� INFORMA TION NEEDED PRIOR TO ACCEPTANCE OF SUBDIVISION STREETS INTO STATE SECONDARY SYSTEM Subdivision streets may be considered eligible for acceptance into the State Secondary System when: • Built according to plans approved by the Department of Transportation, properly maintained since completion and • Rendering a public service [serving three (3) occupied dwellings or three (3) businesses per street]. THE FOLLOWING WILL BE REQUIRED TO BE FURNISHED TO VDOT (Edinburg Residency Office or Winchester Complex) AT LEAST THIRTY (30) DAYS PRIOR TO VDOT REQUESTING THE ADOPTION OF THE RESOLUTION BY THE BOARD OF SUPERVISORS REQUESTING THE ADDITION: 1. Three (3) copies of as -built construction plans showing: ■ Roadway Geometrics ■ Drainage & Drainage Easements 2. Three (3) copies of the final plats with date & place of recordation, deed book number and page number or instrument number. 3. Signed permits covering all utilities, publicly or privately owned, to occupy or cross the right-of-way and quitclaiming any prior rights. 4. Surety to guarantee workmanship and performance of material for one year from date of acceptance. Surety amount provided by VDOT Representative after acceptance of construction. Surety amount is based on mileage. It is necessary that the surety instrument be provided for one year, beginning the month of the County resolution. 5. Maintenance Fee — check payable to the "Virginia Department of Transportation". Maintenance Fee amount provided by VDOT Representative after acceptance of construction. Maintenance Fee based on mileage. 6. Administrative Cost Recovery Fee - check payable to the "Virginia Department of Transportation". Administrative Cost Recover Fee provided by VDOT Representative after acceptance of construction. Recovery Fee based on mileage. if REQUEST FOR SUBDIVISION COMMENTS Frederick County Fire Marshal Attn: Fire Marshal 107 North Kent Street Winchester, VA 22601 (540)665-6350 The Frederick County Fire Marshal is located at 107 North Kent Street, lst floor of the County Administration Building in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Patton Harris Rust & Associates c/o Ronald A. Mislowsky 117 E. Piccadilly Street, Suite 200 Winchester, VA 22601 Name of development and/or description of the request: Briarwood Section III Location: On extension of Farmington Drive, east of Briarwood, Section 1 and south of Briarwood Sections 2 & 6. Fire Marshal Comments: a G. Fire Marshal Signature & Date: (NOTICE TO FIRE MARSHAL * PLEASE TURN THIS F RM TO APPLICANT) NOITCE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy your application form, location map and any other pertinent information. Control number SD05-0011 -Project Name Briarwood Section III Address 117 E.Piccadilly Street, Suite 200 Type Application Subdivision Current Zoning RP Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments Tax ID Number Fire District 55-A-200 18 Recommendations Automatic Fire Alarm System No Requirements Hydrant Location Adequate Roadway/Aisleway Width Adequate Access and fire hydrant placements are acceptable as submitted. Rescue District 18 Election District Shawnee Residential Sprinkler System Yes Fire Lane Required Yes Special Hazards No Plan Approval Recommended Reviewed By Signature Yes Timothy L. Welsh Title ME MA A.L, FREDERECK U MI Patton Harris Rust & Associa, pc Engineers, Surveyors, Planners, Landscape Architects PH 117 Easter, Virgina 226 Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 Memorandum To: John Trenary, Inspections John Whitacre, FCSA From: Ron MislowkY _ Date: June 6, 2005 Project Name/Subject: Steeplechase (FormerlyBriarwood III) PHR+A Project file Number: cc: We've revised the plans per your comments. I've enclosed plans here for your review and approval. Please let me know if you have additional questions. -/IRD/os 1 h7a .4Lv � k WGP 1 4 Patton Harris Rust & Associa, pc Engineers, Surveyors, Planners, Landscape Architects 117 East Piccadilly Street, Suite 200 R+A . Winchester, Virginia 22601 T 540.667.2139 PH F 540.665.0493 -i-0141 e.J. To: John Trenary, Inspections John Whitacre, FCSA From: Ron A islowsial Date: June 6, 2005 Project Name/Subject: Steeplechase (FormerlyBriarwood III) PHR+A Project file Number: cc: We've revised the plans per your comments. I've enclosed plans here for your review and approval. Please let me know if you have additional questions. f ,f60r O rr o CD df /Gt j/ZAI S;6 EFers ,/? y 2 3 JGlv • . t July 15, 2005 Mr. Ronald A. Mislowsky, Jr., P.E. Vice President Patton Harris Rust & Associates, p.c. 117 East Piccadilly Street Winchester, Virginia 22601 RE: Subdivision Plan Comments - Steeplechase Frederick County, Virginia Dear Ron: COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 Upon review of the revised subdivision plan dated June 9, 2005, all of our previous comments have been addressed. Therefore, we recommend approval of the subject plan. Sincerely, U )C-, 0 -Joe C. Wilder Deputy Director JCW/rls cc: Planning and Development File A:\steeplechasebriarwoodIIIrevcom.wpd 107 North Kent Street • Winchester, Virginia 22601-5000 N December 2, 2005 Patton Harris Rust & Associates Attention: Ron Mislowsky 117 E. Piccadilly St. Winchester, Virginia 22601 RE: Steeplechase; Subdivision Design Plan Dear Mr. Mislowsky: 0 o �! COUNT Department of Planning and Development 5401665-5651 FAX: 540/ 665-6395 This letter is to confirm that the Subdivision Design Plan for Hamilton Court, received by our office on November 30, 2005, has been approved. Enclosed are for (4) sets of plans for your records and distribution. If you have any questions, please feel free to call. Sincerely, Bernard S. Suchicital Planner I cc: Briarwood, LLC, 420 W. Jubal Early Dr., Ste. 103, Winchester, VA 22601 BSS/bad 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Patton Harris Rust & A, iciates Engineers. Surveyors. Planners. Landscape Architects. R+A 117 East Piccadilly Street Winchester, VA 22601 PH T 540.667.2139 F 540.665.0493 To: Organization/Company: Address: Telephone Number: Date: From: Project Name/Subject: Via: Mark Cheran Frederick County Planning Transmittal December 1, 2005 Ron Mislowsky Steeplechase Hand Delivered Internal Project File #: Quantity File # Date Description Transmitted ® Herewith 6 copies Steeplechase - Coversheet ❑ Under separate cover Notes: For Si Received by: Date: Material ❑ Originals ® Photocopies ❑ Diskette ❑ Shop Drawings ❑ Mylar ❑ Ozalid Prints ❑ Invoice ❑ Sepia Purpose ® Your Use ❑ Your Files ® Approval ❑ Please Return: Corrected Prints ❑ Please Submit: Revised Prints Patton Harris Rust & A-- iciates Engineers. Surveyors. Planners. Landscape Architects. �r) , /� 1 17 East Piccadilly Street + A Winchester, VA 22601Pi4 T 540.667.2139 NOV 0 2_ F 540.665.0493 Transmittal To: Mark Cheran Organization/Company: Frederick County Planning Address: Telephone Number: Date: November 30, 2005 From: Ron Mislowskv Project Name/Subject: Steeplechase Via: Hand Delivered Internal Project File #: Quantity File # Date Description Transmitted ® Herewith 6 Sets Steeplechase ❑ Under separate cover Material ❑ Originals ® Photocopies ❑ Diskette ❑ Shop Drawings ❑ Mylar ❑ Ozalid Prints ❑ Invoice ❑ Sepia Purpose ® Your Use ❑ Your Files Notes: ® Approval For Signatures ❑ Please Return: Corrected Prints ❑ Please Submit: Revised Prints Received by: Date: Patton Harris Rust & Associa . pc Engineers, Surveyors, Planners, Landscape Architects 117 East Piccadilly Street, Suite 200 PH Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 To: Organization/Company: From: Bernie Suchicital Frederick County Ron Mislowsky, P Date: October 13.2005 Project Name/Subject: Steeplechase PHR+A Project file Number: cc: Cory Haynes, L.S. OCT 1'3 20G1 Memorandum I've enclosed two copies of sheets 1 and 2 of the subdivision design plans. These have been revised per your comments of 11 July 2005. We apologize for not responding sooner, but we did not receive the letter initially. Thanks for faxing it over. Please call if you have any questions. Sara Towery O'Hara Admitted in Virginia & District of Columbia sohara@oharalaw.net UPS O'Hara & O'Hara, PLC ATTORNEYS AT LAW 131 E. Broad Street Suite 208 Falls Church, Virginia 22046 Telephone: (703) 538-4990 Facsimile: (703) 538-4992 September 23, 2005 Mr. Mark R. Cheran Department of Planning and Development Frederick County 107 North Kent Street, 2nd Floor Winchester, Virginia 22601 Re: Deed of Subdivision STEEPLECHASE Dear Mr. Cheran: Charles J. O'Hara Admitted in Virginia & District of Columbia coham@oharalaw.net Enclosed please find a copy of the Deed of Subdivision for Steeplechase for your review. Please contact me with any questions or comments. Very truly yours, O'HARA & O'HARA, PLC Sara T. O'Hara cc: Wayne Hill (by fax, w/o enclosure) Enclosure SEP 2 6 2005 DEED OF SUBDIVISION THIS DEED OF SUBDIVISION is made as of , 2005 by and between THE RYLAND GROUP, INC., a Maryland corporation, its successors and assigns (the "Owner"), Grantor; the FREDERICK COUNTY BOARD OF SUPERVISORS, a body corporate and politic (the "County"), Grantee; the FREDERICK COUNTY SANITATION AUTHORITY (the "Sanitation Authority"), Grantee; and STEEPLECHASE HOMEOWNERS ASSOCIATION (the "Association"), Grantee. RECITALS: A. The Owner is the owner of approximately 29.9891 acres of land (the "Property") located in Frederick County, Virginia, and shown on the plat entitled "FINAL SUBDIVISION PLAT, STEEPLECHASE", prepared by Patton Harris Rust & Associates, P.C. and dated June 24, 2005, which is attached hereto and incorporated herein by reference (the "Plat"), having acquired the Property by deed recorded as Instrument No. 05 among the land records of Frederick, Virginia (the "Land Records"). B. It is the desire and intent of the Owner to subdivide the Property into lots and parcels and to dedicate to public use the streets and thoroughfares as shown on the Plat. C. It is the desire and intent of the Owner to grant and convey unto the County, the Sanitation Authority, and the Association the easements in the locations shown on the Plat and as hereinafter provided. D. It is the desire and intent of the Owner to provide for the preservation of the Declaration of Covenants, Conditions and Restrictions attached hereto and incorporated herein by reference (the "Declaration"), it being intended that the easements, covenants, restrictions and conditions shall run with said real property and shall'' be binding on all persons or entities having or acquiring any right, title or interest in the Property or any part thereof, and shall insure to the benefit of each owner thereof. E. It is the desire and intent of the Owner to grant and convey the Open. Space Parcels unto the Association. F. It is the desire and intent of the Owner to grant and convey the Pump Station Parcel unto the Sanitation Authority. SUBDIVISION NOW, THEREFORE, for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner subdivides the Property to be known as Lots 1 through 69, Open Space Parcels and ie Pump Station Parcel, STEEPLECHASE, as more particularly shown and described n the Plat. STREET DEDICATION THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner conveys in fee simple, with Special Warranty of Title to the County, its successors and assigns, that portion of the Property containing 5.1566 acres of land labeled on the Plat as "RM", and hereby dedicates the same for public street purposes to be known Farmington Boulevard, Mistflower Lane, Poppy Lane, Tiger Lily Court and Loganberry Lane. COUNTY EASEMENTS THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys unto the County, storm drain easements for the purpose of constructing, operating, maintaining, adding to, altering or replacing present or future stormwater management facilities, storm drainage lines, storm sewer lines, or other drainage structures, including building connection lines, plus all necessary inlet structures, manholes, and appurtenances for the collection of storm waters and its transmission through and across the Property, said easements being more particularly bounded and described on the Plat as "DRAINAGE ESMT.", and subject to the following conditions: 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 2 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 without the easements, but shall not include the replacement of structures, trees, or other facilities located within the easements. 4. The Owner reserves the right to construct and maintain roadways over said easements to the extent not prohibited or restricted by ordinance and to make any use of the easements herein granted which may not be inconsistent with the rights herein conveyed, or interfere with the use of said easements by the County for the purposes named; provided, however, that the Owner shall not erect any building or other structure, excepting a fence, on the easements without obtaining the prior written approval of the County. 5. The owner of fee title to any property on which easements are hereby granted for storm drainage and/or storm water management purposes shall be responsible for maintenance of storm drainage and storm water management facilities located within the easements conveyed hereby, unless such responsibility shall have been given to its successors or to an owner's association under the provisions of any declaration of covenants, conditions, and restrictions heretofore or hereafter recorded; it being intended that the responsibility of maintenance shall not be a personal obligation but shall run with the land. SANITATION AUTHORITY EASEMENTS THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys unto the Sanitation Authority, with General Warranty of Title, permanent water and sanitary sewer easements in the locations shown on the Plat. The permanent easements herein conveyed grant to the Sanitation Authority the perpetual right to install, lay and maintain water lines and sanitary sewer mains, including the right to go on, over and upon the said permanent easements for the purpose of installing, laying, maintaining, repairing and replacing the same as needed. Owners shall retain the right to use their land which is subject to the easements acquired herein in any manner which shall not interfere with the use and enjoyment of said rights by the Sanitation Authority. Owners shall at all times have the right to cross 3 over and upon the said easements and to use the surface over the easements in such manner as will neither injure nor interfere with the construction, operation or maintenance of the water lines and sanitary sewer mains, except that no building or other structure shall be erected over said permanent easements unless by mutual consent of the parties or their successors. Whenever the enjoyment of its rights hereunder requires the Sanitation Authority to disturb the surface of the ground, it shall be the obligation of the Sanitation Authority to restore the same to its condition prior to being so disturbed at the Sanitation Authority's expense. SANITATION AUTHORITY ACCESS EASEMENT THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys to the Sanitation Authority an access easement in the location shown over Lots 8° and 9 for access to the Pump Station Parcel. No structure or other obstruction shall be placed within the easement area without the consent of the Sanitation Authority. ASSOCIATION ACCESS EASEMENT THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys to the Association, its members, employees, and agents, an access easement in the location shown over Lots 8 and 9 for access to the Open Space Parcel. No structure or other obstruction shall be placed within the easement area without the consent of the Association. DECLARATION THIS DEED FURTHER WITNESSETH, that for and in consideration of the )remises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner declares the real property described in this Deed of Subdivision and designated as Lots 1 through 69, and the Open Space Parcels, STEEPLECHASE, to be held, transferred, sold, conveyed and occupied subject to the )eclaration which is for the purpose of protecting the value and desirability of, and shall un with, the real property and be binding upon all parties having any right, title or interest n the described properties or any part thereof, their successors and assigns, and shall nure to the benefit of each owner thereof. CONVEYANCETO ASSOCIATION THIS DEED FURTHER WITNESSETH, that for and in consideration of the ises and other good and valuable consideration, the receipt and sufficiency of which rl re acknowledged, the Owner grants and conveys the Open Space Parcels, ;TEEPLECHASE in fee simple unto the Association, with Special Warranty of Title.. THIS CONVEYANCE IS MADE SUBJECT TO all restrictions, rights -of -way, easements and conditions contained in the deeds forming the chain of title to this property and is exempt from recordation tax pursuant to Va. Code Sec. 58.1-811(D) . CONVEYANCE TO SANITATION AUTHORITY THIS DEED FURTHER WITNESSETH, that for and in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Owner grants and conveys the Pump Station Parcel, STEEPLECHASE in fee simple unto the Sanitation Authority, with Special Warranty of Title. THIS CONVEYANCE IS MADE SUBJECT TO all restrictions, rights -of -way, >ements and conditions contained in the deeds forming the chain of title to this perty. THIS DEED OF SUBDIVISION is made with the Owner's free consent and in lance with its desires, and in accordance with the statutes of Virginia governing the g of the land; the Plat having been duly approved by the proper authorities of rick County, Virginia, as evidenced by its endorsement thereon. By their signatures hereto, all parties join in the execution of this Deed to acknowledge their consent to their terms and conditions herein expressed and their acceptance of the rights of way herein conveyed. [SIGNATURE PAGES FOLLOW] 5 WITNESS the following signatures and seals: THE RYLAND GROUP, INC. a Maryland corporation By: (SEAL) Name: Title: COMMONWEALTH OF VIRGINIA, COUNTY OF FAIRFAX, to -wit: The foregoing instrument was acknowledged and sworn to before me this 2005 by of The Ryland Group, Inc. My commission expires: Notary Public C day as STEEPLECHASE HOMEOWNERS ASSOCIATION a Virginia non -stock corporation By: Name: Wayne Hill Title: President IMONWEALTH OF VIRGINIA, NTY OF FAIRFAX, to -wit: EAL) The foregoing instrument was acknowledged and sworn to before me this day Of , 2005 by Wayne Hill as President of Steeplechase Homeowners Association. My commission expires: Notary Public 7 ACCEPTED PER VIRGINIA CODE SECTION 15.2-1803 FREDERICK COUNTY BOARD OF SUPERVISORS By: _ Name: Title: COMMONWEALTH OF VIRGINIA, COUNTY OF FREDERICK, to -wit: (SEAL) The foregoing instrument was acknowledged and sworn to before me this day of , 2005 by , on behalf of the Frederick County Board of Supervisors. Notary Public My commission expires: FORM APPROVED PER VIRGINIA CODE SECTION 15.2-1803: ;Assistant) County Attorney 3to\Ry1and\Steep1echase\Deed of Sub (08/31/05) E:3 Date • C`. [-()I � " E PI -U d® dR°l _ 1 J a 'tA�na COMMONWEALTH ®f VIRGI IA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE GREGORYA. WHIRLEY EDINBURG, VA 22824 ACTING COMMONWEALTH TRANSPORTATION COMMISSIONER November 16, 2005 Ms. Lori Adams C/O Patton, Harris, Rust &Associates 117 E. Piccadilly Street Winchester, VA 22601 Ref: Steeplechase Route 656, Greenwood Road @ Farmington Boulevard Frederick County Dear Lori: A VDOT review has been completed on the final plat dated November 4, 2005 for the referenced project. The plat appears to reflect the information shown on the approved project plans and is therefore approved by this letter. The application for subdivision of this property appears to have significant measurable impact on Route 656, Greenwood Road, the VDOT facility which would provide access to the property. This section of street is currently not in the State's Secondary Road System. All entrance design and drainage features must meet State requirements if the street is to be eligible for acceptance. A complete set of construction plans will be required for review. We are returning two (2) signed copies of the plat to your office, one copy is being retained for our work file. Please provide one copy of the plat of dedication fully signed and recorded at the appropriate County Clerk's Office prior to the issuance of any land use permit from VDOT. If there are any questions, please feel free to call. Sinc eh Barry J. Sweitzer, Trans. Roadway tnginiser For: Lloyd A. Ingram, Transportation Engineer BJS/rf Enclosures xc: Mr. �rt VirginiaDOT.org WE KEEP VIRGINIA MOVING ti October 14, 2005 Patton Harris Rust & Associates Attention: Ron Mislowsky 117 E. Piccadilly St. Winchester, Virginia 22601 RE: Steeplechase; Subdivision Design Plan Dear Mr. Mislowsky: s M 11 COUNTM &RICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 This letter is to confirm that the Subdivision Design Plan for Steeplechase, received by our office on October 14, 2005, is approvable. Please include a signature block for "Frederick County Subdivision Administrator." It was my error on the July 11, letter to have mentioned to exclude it from the cover sheet. Please provide us with a minimum of five full sets of plans, signed by the owner and engineer, for approval and distribution. In addition to the five full sets of plans, include any additional cover sheets as needed. If you have any questions, please feel free to call. Sincerely, Bernard S. Suchicital Planner I cc: Briarwood, LLC, 420 W. Jubal Early Dr., Ste. 103, Winchester, VA 22601 BSS/bad 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 t �nnC COUNTY of FREDERICK July 15, 2005 Mr. Ronald A. Mislowsky, Jr., P.E. Vice President Patton Harris Rust & Associates, p.c. 117 East Piccadilly Street Winchester, Virginia 22601 RE: Subdivision Plan Comments - Steeplechase Frederick County, Virginia Dear Ron: Department of Public Works 540/665-5643 FAX: 540/678-0682 Upon review of the revised subdivision plan dated June 9, 2005, all of our previous comments have been addressed. Therefore, we recommend approval of the subject plan. Sincerely, Joe C. Wilder Deputy Director JCW/rls cc: Planning and Development !/ File A:lsteeplechasebriarwood IIIrevcom.wpd 107 North Kent Street - Winchester, Virginia 22601-5000 gilbert w. Clifford & lociates a division of Patton H arris Rust & Associates,pc yy� Engineers. Surveyors. Planners. Landscape Architects. M1' AY 12 2005 117 East Piccadilly Street,Suite 200 R+A Winchester, Virginia 22601 PHT 540.667.2139 F 540.665.0493 Transmittal 493 To: Mark Cheran Organization/Company: Frederick County Planning Address: 107 N. Kent Street Wmchester, VA 22601 Telephone Number: Date: May 12, 2005 From: Ron Mislowsky Project Name/Subject: Briarwood III Via: Internal Project File #: Quantity File # Date Description Transmitted ® Herewith 1 Power of Attorney ❑ Under separate cover Notes: Received by: Date: Material ❑ Originals ❑ Photocopies ❑ Diskette ❑ Shop Drawings ❑ Mylar ❑ Ozalid Prints ❑ Invoice ❑ Sepia Purpose ® Your Use ❑ Your Files ❑ Approval ❑ Please Return: Corrected Prints ❑ Please Submit: Revised Prints i COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 HAND -DELIVERED October 7, 2005 Ryland Homes — Washington Division Attn: Wayne Hill 4100 Monument Corner Drive, Suite 300 Fairfax, VA 22030 Subject: Construction Bond Amount For Steeplechase Subdivision (Briarwood III) Dear Wayne: Public Works has reviewed the Cost Estimate by PHR&A and Ryland Homes and finds the amount of $2,410,495.00 to be adequate to cover the work listed in the estimate as well as any contingencies. If you have any questions, don't hesitate to give me a call. Sincerely, Mark R. Cheran Zoning and Subdivision Administrator MRC/dlw cc: Toe C. Wilder, Deputy Director, Dept. of Public Works Wayne Corbett, Deputy Treasurer Ronald A. Mislowsky, PHR&A 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 CW-1 AULDERICK Department of Planning and Development 5401665-5651 FAX: 540/665-6395 July 11, 2005 Patton Harris Rust & Associates Attention: Ron Mislowsky 117 E. Piccadilly St. Winchester, Virginia 22601 RE: Steeplechase Section III; Subdivision Design Plan, 2"d Review Dear Mr. Mislowsky: I have had the opportunity to review the Subdivision Design Plan (SDP) for Steeplechase Section III. Please address the following comments: 1. On Sheet 2 of 15, reorient the Building Restriction Lines for Lots 34 and 35 in accordance to Section 165-23D of the Frederick County Zoning Ordinance. 2. On Sheet 1 of 15, remove the Frederick Subdivision Administrator block. The application seeking approval is denied until the issues identified in this letter have been adequately addressed. Please address the above comments and resubmit. I have enclosed a marked copy of the plans to assist with the revisions. If you have any questions, please feel free to call. Sincerely, Bernard S. Suchicital Planner I cc: Briarwood, LLC, 420 W. Jubal Early Dr., Ste. 103, Winchester, VA 22601 BSS/bad Attachment 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Patton Harris Rust & Associates.pc Engineers. Surveyors. Planners- Landscape Architects. JUN 6 2W5 J 1. June 6, 2005 Mark Cheran Frederick County Planning 107 N. Kent Street Winchester, VA 22601 RE: Steeplechase (Formerly Briarwood III) Dear Mark, We had previously received comments from Patrick Sowers dated 27 April on this PH RA subdivision. Those have been addressed and I've enclosed copies here for your approval. We anticipate having remaining agency approvals within a few weeks. CORPORATE: Chantilly Please call if you have questions. VIRGINIA OFFICES: Regards, Chantilly Bridgewater Fredericksburg PATTON HARRIS RUST & ASSOCIATES, pc Leesburg Richmond Virginia Beach VVinchester onald A. MisIowsky, P.E., VP Woodbridge LABORATORIES: Chantilly Fredericksburg MARYLAND OFFICES: Baltimore Columbia Frederick Germantown Hollywood Hunt Valley WEST VIRGINIA OFFICE Martinsburg T 540.667.2139 F 540.665,0493 1 17 East Piccadilly Street Winchester, VA 22601 COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 May 9, 2005 Mr. Ronald A. Mislowsky, Jr., P.E. Vice President Patton Harris Rust & Associates, p.c. 117 East Piccadilly Street Winchester, Virginia 22601 RE: Subdivision Plan Comments - Brlarwood III Frederick County, Virginia Dear Ron: Upon review of the subject subdivision plan, we offer the following continents: 1. Any area in which drainage collects from more than three (3) lots, shall be placed within a platted drainage easement. 2. Provide proposed basement and finished floor elevations for each lot. Determine 100-year storm elevations for all structures to ensure that the proposed units will not be impacted. 3. Clearly mark on the plans all areas with slopes greater than 3:1. 4. Please note that the opening of a DI-7 is wide enough to allow someone's foot to slip in which, in turn, could cause an injun'. It will be necessary to clearly mark on the plan that a type III grate shall be used for all of the proposed DI-7 drop inlets. Once these comments have been addressed. submit one (1) copy of the plan for f irther review. Sincerely. 10 ;.Joe C. Wilder Deputy Director JCW/rls cc: Planning and Development File A:\briarwood 111com.wpd 107 North Kent Street • Winchester, Virginia 22601-5000 IRCOU SICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 April 27, 2005 Mr. Ron Mislowsky Patton Harris Rust & Associates 117 E. Piccadilly St Winchester, Virginia 22601 RE: Briarwood Section III: Subdivision Design Plan Review Dear Mr. Mislowsky: I have had the opportunity to review the Subdivision Design Plan (SDP) for Briarwood Section III received by our office on April 6, 2005. Please address the following comments: 1. Phasing: Break down the Area Summary by Phase 1 and Phase 2. 2. Adjoining Properties: Provide legal references for all adjoining properties. Please address the above comments and resubmit. I have enclosed a marked copy of the plans for your review. Please feel free to call with any questions. Sincerely, Patrick R. Sowers Planning Technician Attachment cc: Briarwood LC, Dave Holliday Construction, 420 West Jubal Early Dr, Suite 103, Winchester, VA 22601 PRS/bad 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 APH " 6 2005 APPLICATION AND CHECKLIST SUBDIVISION FREDERICK COUNTY VIRGINIA a Date: � D S1� Application # Fee Paid 00 Application / Agent: Patton Harris Rust & Associates, Pc. Address: c/o Ronald A. Mislowsky 117 E. Piccadillv Street, Suite 200 Winchester, VA 22601 Phone: (540) 667-2139 Owners name: Briarwood, LLC Address: 420 W. Jubal Early Drive, Suite 103 Winchester, VA 22601 Phone: 540-667-2120 Please list names of all owners, principals and / or majority stockholders: David Holliday Contact Person: Phone: Name of Subdivision Number of Lots: Property Location: Ronald A. Mislowsky (540) 667-2139 Briarwood Section III 69 Total Acreage: 29.99 On extension of Farmington Drive, east of Briarwood, Section 1 and south of Briarwood Sections 2 & 6. Magisterial District: Shawnee Property Identification Number (PIN): 55-A-200 Property zoning and present use: RP vacant Adjoining property zoning and use: RP Residential, RA Vacant, RA Agricultural Has a Master Development Plan been submitted for this project? Yes X No If yes, has the final MDP been approved by the Board of Supervisors? Yes X No What was the MDP title? Briarwood III Does the plat contain any changes from the approved MDP? Yes No X If yes, specify what changes: Minimum Lot Size (smallest lot) 12,000 SF Number and types of housing units in this development: Number: Types: Single Family REQUEST FOR SUBDIVISION COMMENTS An - 6 ZOOS Frederick County Planning Department Attn: Director Planning _ 107 North Kent Street Winchester, VA 22601 (540) 665-6352 The Frederick County Planning Department is located on the fourth floor of the Frederick County Administration Building, 107 N. Kent Street, Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Patton Harris Rust & Associates c/o Ronald A. Mislowsky 117 E. Piccadilly Street, Suite 200 Winchester. VA 22601 Name of development and/or description of the request: Briarwood Section III Location: On extension of Farmington Drive, east of Briarwood, Section 1 and south of Briarwood Sections 2 & 6. Planning Dept. Comments: Planning Signature and Date: (NOTICE TO PLANNING - PLEASE RETURN THIS FORM TO APPLICANT) NOITCE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy your application form. f C) COU fogOICK n Department of Planning and Development 540/665-5651 FAX: 540/665-6395 January 5, 2005 Mr. Christopher Mohn Patton Harris Rust and Associates, PC 117 E. Piccadilly Street Winchester, Virginia 22601 RE: Preliminary Master Development Plan Review Comments Briarwood III (Butcher Property) Property Identification Number (PIN#) 55-A-200 Dear Chris: Please adequately address each of the comments listed below prior to formal submission of the preliminary master development plan referenced above: Preliminary Review Comments: 1. Subdivision Roads. The road details for the subdivision show a mountable curb being used. Revise this detail to show a standard CG-6 curb being used. 2. Sidewalks. The sidewalks shown on the road details are only four feet wide. Please change this to a five foot width. 3. Riparian Buffers. In some areas the lot limits include some areas of the riparian buffers. In accordance with § 165-31 C of the Frederick County Zoning Ordinance, riparian buffers must be placed within the open space unless the Planning Commission waives this requirement. 4. Traffic Calming Methods. Per proffer 12.1, show the location and type of traffic calming method being used on Farmington Blvd. 5. Signalization. Provide a notation at the intersection of Greenwood Road and Farmington Boulevard regarding the signalization agreement referred to in 12.2 of the proffer statement. 6. Landscaping Note. Under the landscaping note, include that a minimum of two trees per lot is required with the street tree option. 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 Mr. Chris Mohn, Patton Harris Rust and Associates, PC RE: Biiarwood III (Butcher Property) January 5, 2005 Page 2 7. Utilities. Show the location and arrangement of electric and gas utilities. 8. Sewer and Water. Include a statement regarding the availability of water and sewer facilities. In order to continue the review of this Master Development Plan, you will need to submit a complete MDP application, a signed and notarized Special Limited Power of Attorney Form, all review agency comments and review fee, to this department. The review fee for this application will be $2,999.45 ($1,500 base + $1,499.45 @$50 per acre). Once this information is received, and all review comments addressed, staff will schedule the application for review by the Planning Commission. Review comments are required from the following agencies: Frederick County Fire Marshal, Frederick County Department of Building Inspections, Frederick County Department of Public Works, Frederick County Department of G.I.S, Frederick County Health Department, Frederick County Parks & Recreation, Frederick County Sanitation Authority, and the Virginia Department of Transportation. Please do not hesitate to contact me with questions regarding this letter. Sincerely, Candice E. Perkins Planner II CEP/bad cc: Briarwood LC, 205 N Cameron Street, Winchester, Virginia 22601 gilbert w. clifford & associates a division of Patton H arris Rust & Associates,pc w APR 6 2 Engineers. Surveyors. Planners. Landscape Architects. PH 117 East Piccadilly Street,Suite200 Winchester, Virginia 22601 ( + {� 1 T 540.667.2139 !;T �l F 540.665,0493 Memorandum To: Lloyd Ingram, VDOT John Whitacre, FCSA Joe Wilder, Public Works 'rim Welsh, Fire Marshal John Trenary, Inspections From: Date: Project Name/Subject: PHR+A Project file Number: March 21, 2005 Briarwood - Section III cc: Dave Wavne Hill We've prepared plans for 69 single family residential lots at the former Butcher site in Frederick County, VA. Access to the development will be from Greenwood Road, on an extension of Farmington Drive. Interparcel connectors to the east and south are provided. All of these lots are served by public water and sewer and will drain to a new FCSA sewage pump station located at the northwest corner of lot 8. All proposed roadways are intended for dedication to VDOT. Along Farmington Drive, a traffic calming measure is provided as required by the Master Development Plan. Traffic generation and routing details are provided on the Key Map and the pavement design calculations are attached. All of the site area will drain to a tributary of Abrams Creek. The storm system is designed to limit impacts on downstream channels. Permanent and temporary measures have also been designed at the end of the major storm sewer culverts to protect existing channels. These are noted in the plans and addressed in the Erosion and Sediment Control Narrative. This Subdivision Design plan meets the requirements of the Master Plan. The required landscaping for street trees at a lot quantity of--- is provided. I've attached two copies of the plans and the Erosion and Sediment Control Narrative as applicable. If you have questions, please give me a call. Document Approval Form APR - 6 2M5 PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL PLEASE PROVIDE COMMENTS AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED. INITIALS DATE & TIME Candice David ark Susan Erica COMMENTS: Received by Clerical Staff (Date & Time): 14 $ SUBDIV. 111-05 BRIARWOOD III,S LECRASE Shawnee 69 LOTS 29.99 ACRE�C�