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23-18 Liberty Chase-17 Lot Subdivision Town House PINs 75-A-58 & 75-A-59-Opequon - Backfile
r Sig' � ��. '°„ �' •`� Comment Sheets: GIS VDOT Frederick Water Winchester Inspections _ Stephens City Public Works Middletown Parks & Rec _ Airport Health Dept. Fire One copy of Site Plan application form Payment of site plan review fee One reproducible copy of Site Plan OPEN FILE: S... 501 l � File Opened v 9 Reference Manual updated/number assigned �J -�5 1) 1 S D-base updated 3o 1 Scan documents to Planning S: drive Application Action Summary updated Scan additional items as needed (Project Planner to direct) CLOSE FILE: q a� L Approved (or denied) letter mailed to applicant/copy to file and cc's a� File stamped "approved", "denied" or "withdrawn" al Reference Manual updated D-base updated C 1 Scanning updated `f I la5lff Application Action Summary updated Sys ID # DATE �130 RECEIPT 21576 RECEIVED FROM J E 111 4- NJ M btr ( C 1 ADDRESS �07 (p �YECIO ('n,�r F tFphE/� c� i'1 i J� V �2au55 P(v fy --+)o h u-i-4re cl DOLLARS ACCOUNT HOW PAID BEGINNING CAST{ BALANCE AMDD CHECKPAI a, d w BALANCE MONEY DUE ORDER By ©2001 R®IFO(iM0 S1657N-CL Please note: The site plans associated with this file are located in the file room. COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 September 4, 2019 Greenway Engineering, Inc. c/o Christopher G. Blair, L.S. 151 Windy Hill Lane Winchester, VA 22602 RE: Liberty Chase Property Identification Numbers (PINS):75-A-58 & 59 Dear Mr. Blair: This letter is to confirm that the final plats for Liberty Chase have been approved. This subdivision allows for the development of seventeen (17) townhouse units. Attached are two (2) copies of the approved plats for your records and distribution. Please return a copy of the recorded plat and the deed of dedication to this office and feel fi•ee to call me if you have any questions regarding this subdivision. Sincerely, Mark R. Cheran Zoning Administrator MRC/pd Attachments cc: Robert W. Wells, Opequon District Supervisor Robert S. Molden & Roger L. Thomas, Opequon Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue GIs 107 North Kent Street • Winchester, Virginia 22601-5000 Pam Deeter ° To: Robert Wells; Robert Molden (ipad); Roger Thomas Subject: Liberty Chase Attachments: Liberty Chase plats app.docx Good afternoon, Please find attached an approval letter from Mr. Cheran for the Liberty Chase subdivision which is in your magisterial district. If you have any questions, please contact Mr. Cheran. Pam Deeter, Secretary II Dept. Planning & Development 107 N. Kent St. Suite 202 540-665-5651 pdeeter@fcva.us Pam Deeter From: Microsoft Outlook To: Robert Wells Sent: Wednesday, September 4, 2019 1:35 PM Subject: Delivered: Liberty Chase Your message has been delivered to the following recipients: Robert Wells (rwells@fcva.us) Subject: Liberty Chase Pam Deeter From: Microsoft Outlook To: Roger Thomas Sent: Wednesday, September 4, 2019 1:35 PM Subject: Relayed: Liberty Chase Delivery to these recipients or groups is complete, but no delivery notification was sent by the destination server: Roger Thomas (Roger. L.Thomas(&usace.army.mil) Subject: Liberty Chase ACCOUNT HOW PAID C CASH BALANCEBEGINNIN t. _ AMOUNT CHECK PAID BALANCE MONEY DUE ORDER Mark Cheran From: Rod Williams Sent: Tuesday, July 30, 2019 2.-57 PM To: Mark Cheran Subject: Liberty Chase Mark, I reviewed the papers for this subdivision and believe that the owner should address the following- • Owner needs to incorporate Liberty Chase Community Association with the State Corporation Commission before executing the deed. Otherwise, a non -entity would be executing, taking on obligations, and receiving property. • On pages 2-4, for the County storm drainage easements, the language uses the capitalized terms "Facilities" and "Easement Area", but without actually treating them as defined terms, the way it does with the sewer and water easements in the next section. The two sections should follow similar approaches. • On page 4, paragraph 7 is a duplicate of paragraph 6. • On page 5, at the top, it says the easement is identified on the plat as "20' F.W. Easement", but the plat simply labels it as "Frederick Water Esmt. Hereby Granted". In the same sentence, "mate" should be "made". The plat also identifies a "10' Private Sanitary Sewer Esmt. Hereby Granted" but I did not see that the deed contained any particular provisions regarding this. • On page 7, in the intro paragraph, re ingress/egress easements, the reference to Lots 1 through 7 should be to Lots 1 through 17. • On page 9, for the definition of "Lot", there is the same issue re the lot numbers referenced. Papers will be on my desk, if I don't get them back to you before you are next up here. 0 Roderick B. Williams County Attorney Frederick County, Virginia 107 North Kent Street Winchester, VA 22601 540-722-8383 rwill DATE t7)-, c RECEIVED FROM ADDRESS T RECEIPT 022462 A?V(DSO' ThFee _-Hx�jsa SIx hIgI Iwd LIARS $136l )` • FOR &C1 1 V 1 S 1 On ? k1 T �iS-A -t�) 'f BY ©2001 rTP1E9RFk) S1 G57N-CL �� � �,�Zr�..-�,� J C' ��' �'�-�� �_ �/� 11 Mark Cheran From: Rod Williams Sent: Tuesday, July 30, 2019 2:57 PM To: Mark Cheran Subject: Liberty Chase Mark, I reviewed the papers for this subdivision and believe that the owner should address the following: • Owner needs to incorporate Liberty Chase Community Association with the State Corporation Commission before executing the deed. Otherwise, a non -entity would be executing, taking on obligations, and receiving property. • On pages 2-4, for the County storm drainage easements, the language uses the capitalized terms "Facilities" and "Easement Area", but without actually treating them as defined terms, the way it does with the sewer and water easements in the next section. The two sections should follow similar approaches. • On page 4, paragraph 7 is a duplicate of paragraph 6. • On page 5, at the top, it says the easement is identified on the plat as "20' F.W. Easement", but the plat simply labels it as "Frederick Water Esmt. Hereby Granted". In the same sentence, "mate" should be "made". The plat also identifies a "10' Private Sanitary Sewer Esmt. Hereby Granted" but I did not see that the deed contained any particular provisions regarding this. • On page 7, in the intro paragraph, re ingress/egress easements, the reference to Lots 1 through 7 should be to Lots 1 through 17. • On page 9, for the definition of "Lot", there is the same issue re the lot numbers Papers will be on my desk, if I don't get them back to you before you are next up here. e Roderick B. Williams County Attorney Frederick County, Virginia 107 North Kent Street Winchester, VA 22601 540-722-8383 rwillia(a�fcva RECEIPT DATE RECEIVED FROM ADDRESS referenced. 022462 s, 2% C) ,1 5�- 6 FOR ACCOUNT HOW PAID IJ'1 CASH BEGINNING w n� BALANCE f,S AMOUNT On CHECK �( PAID MONEY BALANCE ORDER BY DUE ©2001 pFORMo $1657N-CL SUBDIVISION FINAL PLATS r Applicant/Agent:`��!'�% Address: Phone Number: Property Owner's Name (if different from applicant): �%�L L-rj tx.� Qr�-0 t�LC- 1 t i L dAddress: (� Phone Number: Contact Person (if different from applicant): Phone Number: Property Location (give exact location based on nearest road and distance from nearest intersection, using road names and route numbers): Parcel Identification (Parent Tract): Subdivision Name: + 1 Magisterial District: v Zoning District: Number of Lots (including open space and residue): Attach Draft Plats for Review: ****For Office Use Only**** FEES FOR PLAT REVIEW: ➢ Non -Residential Plats- $100/lot Residential (RP, R4, 115) Plats - $200/lot to 50 lots $100/lot over 50 lots Y Rural Areas (RA) Plats - $200/lot Fee Amount Enclosed by Applicant $ � ( . ,R Receipt #: � .�� � ("- � Received by: � Date: (Initials) Frederick County Department of Planning and Development 107 North Kent Street • North Building • 2"d Floor Winchester, Virginia 22601 Phone: (540) 665-5651 - Fax: (540) 665-6395 s i JUL 2 2019 FREDERICK COUNTY accLlMen t Appro v at pore PLEAEERE"EW THE ATTkCIIER DO CU YOUR APPROVAL PLEkE.E 13trr,� V PR, 'T ; rF rWEDOCL'fEMT E. VO UR APPROVAL �� PRO VZl}E T� DATE AjJ,V TrME OF raifials Daf-�1_ Candice !lave Tyler ��- Mike 1_ ,Toby `~ CO `eceived by Clericjl Staff(D$te & Time): I trice on SkekborAbrinriDocumen[,4ppro�pl Form .4i�j�16 1 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 September 4, 2019 Greenway Engineering, Inc. c/o Christopher G. Blair, L.S. 151 Windy Hill Lane Winchester, VA 22602 RE: Liberty Chase Property Identification Numbers (PINS):75-A-58 & 59 Dear Mr. Blair: This letter is to confirm that the final plats for Liberty Chase have been approved. This subdivision allows for the development of seventeen (17) townhouse units. Attached are two (2) copies of the approved plats for your records and distribution. Please return a copy of the recorded plat and the deed of dedication to this office and feel free to call me if you have any questions regarding this subdivision. Sincerely, ........ - Mark R. Cheran Zoning Administrator MRC/pd - Attachments cc: Shannon G. Trout, Shawnee District Supervisor Lawrence R. Ambrogi & H. Paige Manuel, Shawnee Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue GIS 107 North Kent Street • Winchester, Virginia 22601-5000 VIC/ N/ T Y MA P SITE �o �o FAIRFAX PIKE SCALE 1 " = 1000' STATE of L14 OWNERS CERTIFICATE G'WRY Td Wff URE BEFME THIS THE ABOVE AND FOREGOING SUBDIVISION, IS WITH THE FREE CONSENT Q ANY �l �E AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, MY COIlbmom �� I� � / k)lq PROPRIETORS AND TRUSTEES, IF ANY. ALL LOT CORNER MONUMENTATION WILL BE SET IN ACCORDANCE WITH THE FREDERICK lYnTiV7Y COUNTY ZONING ORDINANCE SECTION 144-30 BY A LAND SURVEYOR ' LICENSED IN THE COMMONWEALTH OF VIRGINIA. NNOTARYo��'.�' • PUBLIC 'n ; REG #7098526 n0 �• MY COMMISSION Q - FREETO LLC D TE . EXP RES ��''O;; ►'EALTH��,��'��, APPROVALS: �/lllllllll VIRGINIA JERAR ENT OF TRANSPORT TION DATE 7 ZC) I I FREDERICK WAT �DATE i ;'n��FRlrkrntINTY SUBDIVISION ADMINISTRATOR DATE SURVEYOR'S CERTIFICATE: 1, CHRISTOPHER G. BLAIR, A DULY LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT THIS PLAT IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THIS IS A SUBDIVISION OF THE LAND_ OF FREE -TOWN, LLC, AS RECORDED IN INSTRUMENT No. 170004040 AMONG THE LAND RECORDS OF FREDE 0 VIRGINIA. CHRISTOP G. BLAIR, L.S. No. 3276 DATE SUBDIVISION PLA T LIBERTY CHASE �41i,N,LTH 0 �r LAND OF FREETOWN, LLCp TAX MAP Nos. 75-A-58 and 75-A-59' OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA IHE 1NR IC. N0. 3276 SCALE.- AS SHOWN DATE.- MARCH 27, 2019 GREENWAY ENGINEERING, INC. 111%7971 151 Windy Hill Lane Winchester, d SURv� Virginia 22602 GREEN WAY Telephone: (540) 662-4185 FAX.- (540) 722-9528 4634 T SHEET 1 of 9 ENGINEERING www.greenwayeng.com SUBD 19-04 AREA TABULATION DEDICATED RIGHT-OF-WAY 0.1699 ACRES OPEN SPACE PARCEL 0.9235 ACRES LOTS 1-17 0.8784 ACRES ORIGINAL AREA (TM 75-A-58 & TM 75-A-59) 1.9718 ACRES CURVE TABLE CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH TANGENT C 1 45. 00' 28. 11 ' 37'27 22 " N 0729'01 " E 27. 61 ' 14.58' C2 43.00' 10.00' 13'19'16" N 19'33'04" E 9.97' 5.02' C3 43.00' 18. 11 ' 24'08'06" N 00'49 23" E 17.98' 9. 19' C4 12. 00' 14.42' 68'51'38" N 60'4544" E 13.57' 8.25' C5 1 17.50' 18.52' 60'3720" N 03'58'45 W 17.66' 10.23' C6 28. 00' 44.92' 91 '54 37" N 80' 14'43 W 40.25' 28.95' C7 28. 00' 13.39' 2723'23" N 40'06'17" E 1J.26' 6.82' C8 26.00' 27.45' 60'29'17" S 04'0249" E 26.19 15.16, C9 43.00' 28. 11 ' 37'27 22" S 07'29'01 " W 27.61 ' 14.58' C10 42.52' 15.38' 20'43'10" S 36'34 23" W 15.29' 7.77' C11 25.01' 11.82' 27'05'10" S 33'15'53" W 11.71' 6.02' C 12 45. 00' 47. 51 ' 60'37 20 " S 03'58'45' E 45. 42' 26.31 ' LINE TABLE LINE BEARING DISTANCE L 1 S 77'08'02" W 23.59' L2 N 70'2951 " E 22.69' L3 N 56'08'17" W 25.67' L4 S 53'4758" W 4. 13' L5 I N 63'40'05" W 4.56' L6 N 36*12'02" W 13.54' L7 N 26'2436" E 5.25' L8 N 53'4758" E 24.70' L 9 S 63'35 24 " E 19.99' L 10 S 11 '22 35" E 6.45' L 11 N 54'4 1'49" E 4.80' L 16 N 262436" E 37.84' L 17 S 34' 17 25 " E 42.22 LEGEND IRS = 1/2" IRON REBAR & CAP SET LINEI BEARING DISTANCE L 18 S 34'26'05" E 20.00' L 19 S 54'4 1'49" W 15.59' L20 N 36'12'02" W 30.00' L21 N 55'4235" E 45.84' L22 N 55'42 35" E 12.00 L23 N 55'4235 " E 16.23' L241 N 26*11'46" E 32.44' L25 I S 63'40'05 E 54.50' L26 N 63'40'05 W 74.96 L27 S 03'3835" W 17.19' L28 S 36' 12'02" E 56. 13' L29 S 53'4758" W 11.00' L30 S 26'3343" W 20.05' T.M. = TAX MAP PARCEL D.B./PG. = DEED BOOK & PAGE BRL = BUILDING RESTRICTION LINE PER ZONING ORDINANCE EX = EXISTING ESMT = EASEMENT NOTES 1. NO TITLE REPORT FURNISHED. EASEMENTS OTHER THAN SHOWN MAY EXIST. 2. ALL TIES ARE PERPENDICULAR TO EXTERIOR BOUNDARY LINES. J. THE SURVEY SHOWN HEREON IS BASED ON A FIELD SURVEY CONDUCTED BY GREENWAY ENGINEERING DATED DECEMBER 12, 2014, AS RECORDED AT INSTRUMENT j150000479. 4. CURRENT OWNER: FREETOWN, LLC. INSTRUMENT #170004040; PROPERTY IS ZONED RP. 5. SUBJECT PROPERTY LIES WITHIN FLOOD ZONE 'Y', AS SHOWN ON FLOOD INSURANCE RATE MAP 51069C0330D, EFFECTIVE DATE SEPTEMBER 2, 2009. 6. ALL EASEMENTS SHOWN ON THIS PLAT, OTHER THAN THOSE LABELED AS EXISTING, ARE HEREBY GRANTED. 7. STELLA COURT AS SHOWN ON THIS PLAT IS INTENDED TO BE A PRIVATE ACCESS EASEMENT FOR INGRESS AND EGRESS AND IS HEREBY CREATED. SUBDIVISION PLA T LIBERTY CHASE LAND OF FREETOWN, LLC TAX MAP Nos. 75-A-58 and 75-A-59 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SCALE.- N/A DATE: MARCH 27, 2019 FND`�i 97� GREENWAY ENGINEERING GREENWAY ENGINEERING, 11Vc. 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 FAX.- (540) 722-9528 www.greenwayeng.com *I NLTH OF F 6-Oc. No. 3'Z76 I �,D S U Rv�.� 1 4634T SHEET 2 OF 9 1 SUED 19-04 T,SF F s �426os ` D� S> Soci �6S �! i� N Q, W N N 1.8019 ACRES AFTER PUBLIC RIGHT-OF-WAY DEDICATION 30' PRESCRIPTIVE' RIGHT-OF-WAY LINE 6 Y&A y b �qY 50, 0 50' GRAPHIC SCALE 1 "= 50 ' 0 z vo c� co-�3 wo v o z;13� N Z 0 z cT\ W z p j i ~moo 0.1699 ACRE HEREBY \ DEDICATED TO COUNTY OF FREDERICK FOR PUBLIC RIGHT-OF-WAY SUBDIVISION PLA T LIBERTY CHASE LAND OF FREETOWN, LLC TAX MAP Nos. 75-A-58 and 75-A-59 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SCALE: 1 " = 50' DATE.' MARCH 27, 2019 FNI `i q7� GREENWAY ENGINEERING GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 FAX.- (540) 722-9528 www.greenwayeng. com OFL 1 L'c. No. ' 7s 'L 1 SUR70�e 4634T SHEET 3 OF 9 SUBD 19-04 . 7I\ � oo. S 63.40'05" E 85.61 ' 30.00' dos----10_ BRL-------- �� LOT 8 i r' 93.00' c, ��\ 3093 SQ. FT. ----� � Q i ---- �__ \1 S� 63'40'05" E 93.66': Qn LOT 7 o 0 o f 1850 SO. FT. `° `iS 63'40'05" E 92.50'i 'ti LOT 6 i ti o Coo i 1850 SQ. FT. i o �" o ;S 63'40'05" E 92.50''1 (.n ' —T '`O n ti LOT 5 i �v' U; C o i 1850 SO. FT. i o 3.00'i- o ` r� z __ is 63'40'05" E 92.50+ N) _ rn o i LOT 4No o; o � coo 1850 SQ. FT i o' rn 3.00'i o ` ��o �S 63'40'05" E 92.50''1 co o " c„ - `� oti i "i LOT 3 o ; `': 1850 SQ. FT i o ti _- ;S 63'40'05" E 92.50'1 0' N.)moo' �; i "' o --- do i LOT 2 i No o i 1850 SO. FT o 0 W 70.23' __ iS 63'40'05" E 92.50'� o �--- i a LOT 1 i �+ gyp' ti 3006 SO. FT o i _ _ _ _ i o cvn i ------10' BRL ------ a 30.00' v N 63'40'05" W 92.50' o lb Z �02 - OPEN SPACE \ 0.9235 ACRES \•, N = O 00 O \ 30 0 30 GRAPHIC SCALE (IN FEET) \ SUBDIVISION PLA % LIBERTY CHASE LAND OF FREETOWN, LLC TAX MAP Nos. 75-A-58 and 75-A-59 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SCALE. • 1 " = 30' F DATE.- MARCH 27, 2019 GREENWAY ENGINEERING, INC 151 Windy Hill Lane Fxo` ,9„ Winchester, Virginia 22602 Telephone: (540) 662-4185 GREEN WAY FAX.- (540) 722- 9528 ENGINEERING www.greenwayeng.com NLTH of L C. No. 76 L d S u lz,4 aIM' 4634T SHEET 4 OF 9 SUBD 19-04 30 0 30 GRAPHIC SCALE (IN FEET) OPEN SPACE 0.9235 ACRES 5� 3r., F 9 . N 55.42 10- � , , BR, \ o \ w -,- '- co 12 N \ � SO \ 90 w \ 29 92 00 N �_ \\ 5.42 35 \o NOT 11 \ \ L \\ 1840 so. 92 00 \\\N 55.42 335-/ \\` _Y co rT. OT 10 \ 1840 42'35 E `\ N. \N 55 \ \ \\ o \ \\\ UOT9 S \\ 2905 , BRL - \,-- 10 -, 4- W 55, 34, 35 L2 �P ti poo�5 Q��11 �o pOpti��6o������5 .oti Doti, G ' 6�. s & `. �ti ti� �' s �8 low • �. �. Q I�. p �0 , SUBDIVISION PLA T LIBERTY CHASE LAND OF FREETOWN, LLC TAX MAP Nos. 75-A-58 and 75-A-59 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SCALE. 1 " = 30' DATE.• MARCH 27, 2019 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane F11`7971 Winchester, Virginia 22602 Telephone: (540) 662-4185 GREEN WAY FAX.- (540) 722-9528 ENGINEERING www.greenwayeng.com 7 6' OPEN SPACE 0.9235 ACRES I'll z � �ALTH 0 1 �C OAI V7L6� co. 4 4634T SHEET 5 OF 9 SUBD 19-04 20.97 LI) �Qmo Z 30 0 30 GRAPHIC SCALE (IN FEET) 41 `.i Cl) OPEN SPACE 96Op 0.9235 ACRES r � S 63'40'05" E 93.00:__� W `� 10' BRL LOT 13 i c 3022 SO. FT i o o c I , O 63'40'05" W 93.00' ; s --- Z� �10 0 co O N 0 w LOT 14 1860 SQ. FT 63'40'05" W 93.00' LOT 15 1860 SO. FT. 1N 63'40'05" W 93.00' LOT 16 1860 SQ. FT N 63'40'05" W 93.00' I LOT 17 , 2887 SO. FT. I ��----- , I 15'BRL ---- N 63'40'05 " W 70.23' 1 �� ••\ 1V SUBDIVISION PLAT LIBERTY CHASE LAND OF FREETOWN, LLC TAX MAP Nos. 75-A-58 and 75-A-59 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SCALE. • 1 " = 30' DATE.- MARCH 27, 2019 GREENWAY ENGINEERING, INC. 151 Windy Hill Lane IND`Wi171 Winchester, Virginia 22602 Telephone: (540) 662-4185 GREEN WAY FAX.- (540) 722-9528 ENGINEERING www.greenwayeng.com Cn 0 41 �9 `S99' '•� 4634T SHEET 6 OF 9 SUBD 19-04 L9 30. 11 '�o W Ci IW �r) Irn � IN N 0 0 30 GRAPHIC SCALE IN FEET \ SUBDIVISION PIA T LIBERTY CHASE LAND OF FREETOWN, LLC TAX MAP Nos. 75—A-58 and 75—A-59 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SCALE: I" = 30' I DATE. MARCH 27, 2019 GREENWAY ENGINEERING GREENWAY ENGINEERING,1Nc 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 FAX. (540) 722-9528 www.greenwayeng. com n Q0 i���LTH oorr f � 1 EfL o c. No. 76 4634T SHEET 7 OF 9 SUBD 19-04 1• EX. SAN ESMT DB. 501 PG. 417-420 �y \ ti 50, 0 50, GRAPHIC SCALE 1 "= 50 ' SUBDIVISION PLA T LIBERTY CHASE LAND OF FREETOWN, LLC TAX MAP Nos. 75-A-58 and 75-A-59 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SCALE. • 1 " = 50' 1 DATE: MARCH 27, 2019 A%, FND`�i971 GREENWAY ENGINEERING GREENWAY ENGINEERING, INC. 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 FAX.- (540) 722-9528 www.greenwayeng.com rn N a -NLTH OFNt,;,�u C (�ZLAE \,ZD S U Rv��o� 4634T SHEET 8 OF 9 1 SUBD 19-04 j)LQN Ir N) C� W N N S S 76 45'S2i��� N j6 45 52-W 140.1 rr � 3I O 2I hl • N) TtiF A/IFS S BQs, AG '9Tj0 STORM ESMT. :REBY GRANTED Ln Imo. rn . Z I LO p L25LCJ h0 4.-- �Z 9`9 ^ Q '90\ 50, 0 50, GRAPHIC SCALE 1 "— 50' \� SUBDIVISION PLAT LIBERTY CHASE � �p,LTH 0 LAND OF FREETOWN, LLCM �G3� TAX MAP Nos. 75—A-58 and 75—A-59 r S OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VA C G Lljf $ y SCALE.- 1 " = 50' DATE MARCH 27, 2019 C. N 0. 76 GREENWAY ENGINEERING, INC. � �p4' 151 Windy Hill Lane SURv�' Fxo`s„ Winchester, Virginia 22602 Telephone: (540) 662-4185 G RE E NWAY FAX.' (540) 722-9528 4634T SHEET 9 OF 9 ENGINEERING www.greenwayeng.com SUBD 19-04 THIS DEED OF DEDICATION, SUBDIVISION, EASEMENTS, CONVEYANCE and COVENANTS (the "Dedication"), made and dated this -L3 d%y of v s7 , 2019, by and between FREETOWN, LLC, a Virginia limited liability company, hereinafter called the "Freetown," or "Declarant," party of the first part, and the COUNTY OF FREDERICK, VIRGINIA, hereafter called the "County", FREDERICK COUNTY SANITATION AUTHORITY d.b.a. FREDERICK WATER, a body corporate and politic ("the Authority") and LIBERTY CHASE COMMUNITY ASSOCIATION, an association formed pursuant to the Virginia Property Owners Association Act ("Liberty Chase Association"), parties of the second part. OWNERSHIP OF LAND WHEREAS, Freetown is owner in fee simple of a parcel of land identified as All of those certain lots or parcels of land containing in the aggregate 1.9718 Acres, lying and being situate in Opequon Magisterial District, Frederick County, Virginia, more particularly described on that "Subdivision Plat LIBERTY CHASE Land of Freetown, LLC" dated March 27, 2019, drawn by Christopher G. Blair, L.S., attached hereto and incorporated herein by reference. BEING a portion of the property conveyed to Freetown, LLC by deed from Bowman - Shoemaker Companies, Inc. by deed dated April 4, 2017, of record in the Clerk's Office of the Circuit Court of Frederick County, Virginia, as Instrument No. 170004040. SUBDIVISION OF LAND WHEREAS, said real estate, as shown on the aforesaid attached final plats, has been subdivided into lots for the construction of townhouses thereon and the attached plats accurately described the metes and bounds of the subdivided land, together with the dimension of each lot thereof. The plats and other instruments of record furthermore show certain surrounding lands in said subdivision to be used as open space, and easements for ingress and egress, storm.sewer, drainage, sanitary sewer and water, utility and other purposes, all of which shall constitute a part of that development known as Liberty Chase.. AND WHEREAS, "common area" as defined herein shall be owned and/or maintained by Liberty Chase Community Association, upon the terms and conditions set forth hereinafter. AND WHEREAS, the Freetown now desires to subdivide the same into lots to be known as Liberty Chase, the subdivision of said real estate is with the free consent and in accordance with the desires of Freetown, which further desires to subdivide the aforesaid real estate in accordance with the provisions of "the Virginia Land Subdivision Act" applicable and in force as of this date. NOW THEREFORE, THIS DEED OF DEDICATION WITNESSETH: That for and in consideration of the premises and benefits that will accrue by reason of this Dedication, the Freetown does hereby subdivide all of that certain tract or parcel of land designated as Liberty Chase, lying and being situate in the Opequon Magisterial District, Frederick County, Virginia, into Lots 1 through 17 inclusive and Open Space, and being more particularly described by the attached plat, which is incorporated herein by reference as if set out in full. 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, receipt of which is hereby acknowledged, Freetown 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 preforming 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 private easements. Notwithstanding the forgoing, in the event any of such public and private easements are hereafter adjusted, relocated, reconfigured, or otherwise altered, these easements shall automatically be adjusted so that no portion of the Property which ceased to be a public or private easement shall be subject to these easements. STORM DRAINAGE EASEMENTS THIS DEED FURTHER WITNESSETH, that that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand, receipt of which is hereby acknowledged, Freetown grants and conveys unto the County, its successors and assigns, a variable width storm drainage easement identified on the attached plat as "Storm Esmt." (the "Easement"), which shall run with the land and be a perpetual easement 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 facilities (collectively, the "Facilities") for the collection of storm water and its transmission through and across said Property of Freetown, said easement being more particularly bounded and described on the Plat as "Storm Esmt." (the "Easement Area"), attached hereto and made a part hereof, subject to the following conditions: The foregoing easements are subject to the following conditions where applicable: 1. All storm sewers, manholes, inlet structures, and appurtenant Facilities which are installed in the Easement 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 the Easement for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the Easement, including the right of access to and from the Easement, and the right to use adjoining land when necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and then only to the minimum extent necessary for such construction 2 and 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 in or reasonably near the Easement Area, including those existing at the time of execution of this Deed, deemed by it to interfere with the proper and efficient construction, operation and maintenance of the Facilities; provided, however, that the County, at its own expense, shall restore, as nearly as possible, to their original condition all land or premises included within or adjoining the easement which are disturbed in any manner by the construction, operation and maintenance of the Facilities. Such restoration shall include (i) the backfilling of trenches, (ii) repaving of asphalt, concrete, composite, and other impervious areas, (iii) the reseeding or resodding of lawns or pasture areas, and (iv) the replacement of trees, flowers, shrubbery, vegetable plants, porous/permeable paving, pavers, structures, and other obstructions located outside the Easement Area, but shall not include the replacement of trees, flowers, shrubbery, vegetable plants, porous/permeable paving, pavers, structures, or other obstructions located within the Easement Area. 4. Freetown reserves the right to construct and maintain roadways over the Easement Area and to make any use of the Easement which may not be inconsistent with the Easement rights herein conveyed, or interfere with the use of the Easement by the County for the purposes named; provided, however, that Freetown shall not erect any building or other structure, or install any underground facilities or utilities, or change existing ground elevation or impound any water on or within the Easement Area without obtaining the prior written approval of the County. In the event a use of the Easement Area by Freetown is approved by the County, but requires the relocation of any of the Facilities or the adjustment of the depth of any of the Facilities, all costs required to accomplish such relocation or adjustment shall be paid by Freetown. Freetown agrees that no vegetation other than (i) grass, (ii) shrubbery, and (iii) flowers and vegetable plants with root systems that extend no more than 12 inches below the surface at maturity, may be planted in the Easement Area; provided, however, that such flowers, shrubbery and vegetable plants are planted at Freetown's risk and the County shall have no obligation to replant such flowers, shrubbery and vegetable plants nor to compensate Freetown for such vegetation in the event such vegetation is damaged or destroyed during the exercise of the County's rights under this Easement. 5. At such time as any portion of the land within the Easement Area 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 Authority by this instrument in such portion of land shall cease and terminate, provided that the Commonwealth of Virginia or any appropriate agency thereof 9 concurrently grants to the County all necessary permits for the continued operation, maintenance, inspection, repair and replacement of its facilities in said location. 6. Freetown covenants that it is seized of and has the right to convey said Easement, rights and privileges, that the County shall have quiet and peaceable possession, use and enjoyment of the Easement, rights and privileges, and that Freetown shall execute such further assurances thereof as may be required. 7. In the event the County notifies Freetown, or its successors or assigns, of a violation of the terms of this Easement and Freetown does not cure such violation within thirty (30) days of such notice, the County may take such action as necessary to cure such violation, including ingress and egress over any portion of Freetown's property deemed necessary by the County to access the Easement Area or to enforce the County's rights hereunder. All costs and expenses incurred by the County in exercising or enforcing its rights hereunder shall be paid or, at the County's election, reimbursed, by Freetown, within thirty (30) days from the date Freetown receives a bill or invoice from the County 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 rate of twelve percent (12%) per annum. The County shall have the right to enforce the terms of this Easement by any remedy available at law or in equity. 8. If the County is adjudicated the prevailing party in any judicial proceeding between the parties regarding enforcement of this Easement, the County shall be awarded its costs and expenses, including reasonable attorney fees. 9. Freetown agrees that the agreements and covenants stated in this Deed are not covenants personal to Freetown but are covenants running with the land which are and shall be binding upon, its heirs, personal representatives, successors and assigns. SANITARY SEWER AND WATER LINE EASEMENT THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in had paid, receipt of which is hereby acknowledged, Declarant does hereby grant and convey unto the Authority, its successors and assigns, a water and sanitary sewer easement (the "Easement") for the purpose of installing, constructing, operating, maintaining, repairing, adding to or altering and replacing one or more present or future water mains and sanitary sewer lines, including, without limitation, fire hydrants, valves, vaults, meters, building service connections and connection lines, sanitary lateral lines, manholes and other appurtenant facilities (collectively, the "Facilities"), for the transmission and distribution of water and the collection of sanitary sewer and its transmission through, upon and across the portion of the Property bounded and described as "Frederick Water Esmt." (the "Easement Area") on the Plat, attached hereto and made a part hereof, subject to the following conditions: 4 The foregoing easements are subject to the following conditions where applicable: 1. All Facilities which are installed in the Easement Area shall be and remain the property of the Authority, its successors and assigns. 2. The Authority and its agents shall have full and free use of the Easement for the purposes named, and shall have all rights and privileges reasonably necessary to the exercise of the Easement, including the right of access to and from the Easement Area, and the right to use adjoining land when necessary; provided, however, that this right to use adjoining land shall be exercised only during periods of actual construction or maintenance, and then only to the minimum extent necessary for such construction and maintenance; and further, this right shall not be construed to allow the Authority to erect any building or structure of a permanent nature on such adjoining land. 3. The Authority shall have the right to trim, cut and remove trees, shrubbery, fences, structures or other obstructions in or reasonably near the Easement Area, including those existing at the time of execution of this Deed, deemed by it to interfere with the proper and efficient construction, operation and maintenance of the Facilities; provided, however, that the Authority, at its own expense, shall restore, as nearly as possible, to their original condition all land or premises included within or adjoining the Easement Area which are disturbed in any manner by the construction, operation and maintenance of the Facilities. Such restoration shall include (i) the backfilling of trenches, (ii) repaving of asphalt, concrete, composite, and other impervious areas, (iii) the reseeding or resodding of lawns or pasture areas, and (iv) the replacement of trees, flowers, shrubbery, vegetable plants, porous/permeable paving, pavers, structures, and other obstructions located outside the Easement Area, but shall not include the replacement of trees, flowers, shrubbery, vegetable plants, porous/permeable paving, pavers, structures, or other obstructions located within the Easement Area. 4. Freetown reserves the right to construct and maintain roadways over the Easement Area and to make any use of the Easement Area which may not be inconsistent with the Easement rights herein conveyed, or interfere with the use of the Easement by the Authority for the purposes named; provided, however, that Freetown shall not erect any building or other structure, or install any underground facilities or utilities, or change existing ground elevation or impound any water on or within the Easement Area without obtaining the prior written approval of the Authority. In the event a use of the Easement Area by Freetown is approved by the Authority, but requires the relocation of any of the Facilities or the adjustment of the depth of any of the Facilities, all costs required to accomplish such relocation or adjustment shall be paid by Freetown. Freetown agrees that no vegetation other than (i) grass, (ii) shrubbery, and (iii) flowers and vegetable plants with root systems that extend no more than 12 inches below the surface at maturity, may be planted in the Easement Area; provided, however, that such flowers, shrubbery and vegetable plants are planted at Freetown's risk and the Authority shall have no obligation to 61 replant such flowers, shrubbery and vegetable plants nor to compensate Freetown for such vegetation in the event such vegetation is damaged or destroyed during the exercise of the Authority's rights under this Easement. 5. At such time as any portion of the land within the Easement Area 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 Authority by this instrument in such portion of land shall cease and terminate, provided that the Commonwealth of Virginia or any appropriate agency thereof concurrently grants to the Authority all necessary permits for the continued operation, maintenance, inspection, repair and replacement of its facilities in said location. 6. Freetown covenants that it is seized of and has the right to convey said Easement, rights and privileges, that the Authority shall have quiet and peaceable possession, use and enjoyment of the Easement, rights and privileges, and that Freetown shall execute such further assurances thereof as may be required. 7. In the event the Authority notifies Freetown, or their successors or assigns, of a violation of the terms of this Easement and Freetown does not cure such violation within thirty (30) days of such notice, the Authority may take such action as necessary to cure such violation, including ingress and egress over any portion of Freetown's property deemed necessary by the Authority to access the Easement Area or to enforce the Authority's rights hereunder. All costs and expenses incurred by the Authority in exercising or enforcing its rights hereunder shall be paid or, at the Authority's election, reimbursed, by Freetown, within thirty (30) days from the date Freetown receives a bill or invoice from the Authority 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 rate of twelve percent (12%) per annum. The Authority shall have the right to enforce the terms of this Easement by any remedy available at law or in equity. 8. If the Authority is adjudicated the prevailing party in any judicial proceeding between the parties regarding enforcement of this Easement, the Authority shall be awarded its costs and expenses, including reasonable attorney fees. 9. Freetown agrees that the agreements and covenants stated in this Deed are not covenants personal to Freetown but are covenants running with the land which are and shall be binding upon Freetown, its heirs, personal representatives, successors and assigns. PRIVATE SANITARY SEWER EASEMENT THIS DEED FURTHER WITNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in had paid, receipt of which is hereby 2 acknowledged, Declarant does hereby grant and convey unto the Richard L. Medley Sr, his successors and assigns, a private sanitary sewer easement for the purpose of maintaining, repairing, and or replacing the sanitary sewer line and its transmission through, upon and across the portion of the Property bounded and described as "10' Private Sanitary Sewer Esmt." on the Plat, attached hereto and made a part hereof. PRIVATE STREET INGRESS/EGRESS EASEMENT THIS DEED FURTHER WTTNESSETH, that in consideration of the premises and the sum of One Dollar ($1.00), cash in hand paid, receipt of which is hereby acknowledged, Freetown 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 "Private Street" 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 Street." Anthem Court shall serve Lots 1 through 17, inclusive. Liberty Chase 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 Private Street, as determined by the Board of Directors of Liberty Chase Association, pursuant to the terms and conditions stated herein. The construction, maintenance and repair of the easement area shall not be the responsibility of the County. 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 Private Street. Parking within the easements shall be subject to the restrictions, covenants and conditions stated herein, as the same may be amended and modified from time to time. The easements may be modified by the Board of Directors of Liberty Chase 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 Street, the easement shall only affect the Private Street, as so adjusted, and shall not affect any individual residential lot. The foregoing Private Street granted to Liberty Chase Association is subject to the following rights and conditions: 1. Liberty Chase Association shall be responsible for any and all maintenance of the Private Street and shall conduct periodic inspections of the Private Street. Should Liberty Chase Association fail to perform maintenance and/or conduct inspections of the Private Street, Freetown, and/or its successors and assigns, is hereby granted the right to perform any maintenance or inspections of the Private Street it deems necessary. All costs and expenses incurred by Freetown, and/or its successors and assigns, in exercising or enforcing its rights hereunder shall be paid or, at Freetown's, and/or its successors and assigns', election, reimbursed by Liberty Chase Association (or its successors or assigns, as applicable) within thirty (30) days from the date Liberty Chase Association (or its successors or assigns, as applicable) receives a bill or invoice from Freetown, and/or its successors or assigns, 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 expense, including, but not limited to , Freetown's, and/or its successors and assigns', attorneys' fees and costs, shall immediately commence bearing interest at the rate of twelve percent (12%) per annum. Freetown, and/or its successors or assigns, shall have the right to enforce the terms of the Private Street by any remedy available at low or in equity. Liberty Chase Association is responsible for and shall indemnity Freetown, and/or its successor and assigns, for all of its losses, costs and damages, including, but not limited to, attorneys' fees and costs. 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, Freetown grants and conveys with special warranty of title unto Liberty Chase Association, the Open Space, containing 33,854 square feet (the "Open Space" parcel), to have and to hold unto Liberty Chase Association, its successors and assigns. The foregoing conveyance of the Open Space parcel to Liberty Chase Association is subject to the following rights and conditions: Liberty Chase Association shall be responsible for any and all maintenance of the Open Space parcel and shall conduct periodic inspections of the Open Space parcel. Should Liberty Chase Association fail to perform maintenance and/or conduct inspections of the Open Space parcel, Freetown, and/or its successors or assigns, is hereby granted the right to perform any maintenance or inspections of the Open Space parcel it deems necessary. All costs and expenses incurred by Freetown, and/or its successors or assigns, in exercising or enforcing its rights hereunder shall be paid or, at Freetown's, and/or its successors or assigns/, election, reimbursed by Liberty Chase Association (or its successors or assigns, as applicable), within thirty (30) days from the date Liberty Chase Association (or its successors or assigns, as applicable), receives a bill or invoice from Freetown, and/or its successors or assigns, 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, including, but not limited to, Freetown's, and/or its successors and assigns', attorneys' fees and costs, shall immediately commence bearing interest at the rate of twelve percent (12%) per annum. Freetown, and/or its successors or assigns, shall have the right to enforce the terms of this open space conveyance by any remedy available at law or in equity. Liberty Chase Association is responsible for and shall indemnify Freetown, and/or its successor and assigns, for all of its losses, costs and damages, including, but not limited to, attorneys' fees and costs. RESTRICTIONS, COVENANTS and CONDITIONS All of the lots shown on the plat attached hereto shall be subject to the following restrictions, covenants and conditions, which shall constitute covenants real running with the land and shall be binding upon all parties having any right, title or interest in and to the aforesaid lots or any part thereof; and these shall be binding upon those parties, their heirs, successors and assigns, and shall inure to the benefit of each owner thereof. To provide a means for meeting the purposes and intents set forth herein, the Declarant has caused Liberty Chase Community Association to be incorporated under the laws of the Commonwealth of Virginia. Section I. General Provisions "Definitions" Terms used herein without definition shall have the meanings specified for such terms in Section 13.1-803 of the Act. Capitalized terms used herein shall have the meanings specified for such terms below. "Act" the Virginia Non -stock Corporation Act, Chapter 10 of Title 13.1 of the Code of Virginia (1950), as the same may be amended, supplemented or replaced from time to time. "Articles of Incorporation" means the Articles of Incorporation for the Association filed with the Virginia State Corporation Commission, as amended from time to time. "Assessments" means the sums levied against the Lots to pay Common Expenses and other expenditures by the Association, as provided herein. "Association" shall refer to Liberty Chase Community Association, its successors and assigns. "Common Area" shall refer to that certain real property described as common open space, particularly that area designated as "Open Space" on the attached plat. "Lot" shall refer to any of the Lots 1 through 17 inclusive, designated upon the final plat of Christopher G. Blair, L.S., with the exception of the "Common Area" defined above. "Member" shall refer to every person or entity who holds membership in the Association. "Majority Vote" means a simple majority (more than fifty percent) of the votes cast by members present or by proxy. "Owner" shall refer to the record owner, whether one or more persons or entitles, of a fee simple title to any lot that is a pat of Liberty Chase, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. "Declarant" shall refer to Freetown, LLC, a Virginia limited liability company, its successors and assigns. "Written Notice" shall refer to the sending by first class mail to any Owner of record of certain announcements of proposed actions specified herein, and shall be sent to every Member not less than thirty (30) days nor more than sixty (60) days in advance of any scheduled vote on such proposal. Section II. Membership Every person or entity who is a record owner of a fee or undivided fee interest in any lot that is subject to assessments by the Association, including contract sellers, shall be a member of the Association. The foregoing is not intended to include persons or entities who hold an interest merely as security for the performance of an obligation. Only one membership shall be accorded per lot. Membership shall be appurtenant to and may not be separated from ownership of any lot. Ownership of such lot shall be the sole qualification for membership. Section III. Voting Rights Each Member of the association shall have one vote for each lot owned in which said member shall hold the interest required for membership in Section II. When more than one person holds such interest in any lot, all such persons shall be members. The vote for any such lot shall be exercise as they among themselves determine, but in no event shall more than one vote be cast per lot. Section IV, Board of Directors The affairs of the Association shall be managed by a board of directors consisting of not less than three (3) but no more than five persons, who must be members of the association. The initial Board of directors shall be appointed by the Declarant herein and shall serve until the first annual meeting following conveyance of the first lot in Liberty Chase to a grantee other than the Declarant. Thereafter, the Board of Directors shall be elected by the Membership as determined in the Bylaws of the Association. The board of directors shall decide whether or not the Treasurer of the association shall be bonded with surety; if so, the expense of a fidelity bond for the treasurer shall be borne by the Association. Section V. Property Rights in the Common Area Members' Easements of Enjoyment: Every Member shall have a right and easement of enjoyment in and to the "Common Area," specifically including but not limited to the rights of ingress and egress across the aforesaid "Common Area," and such easement shall be appurtenant to and shall pass with the title to every assessed lot, subject to the following provisions: (a) The rights of the association, in accordance with its Articles and by-laws, to borrow money for the purpose of improving the "Common Area". The association is further empowered, with the consent of at least Majority of the members, to mortgage the area in said Subdivision designated as "Common Area" to secure any such borrowed funds, but such mortgage shall be subordinate to the -rights of the 10 Homeowners hereunder. In conducting the required vote of the members in connection with any such mortgage of the "Common Area," the lot owners shall be given written notice s provided herein. (b) The right so the Association to suspend the voting rights and the right to the use of the "Common Area" by a member for any period during which an assessment against his lot remains unpaid' and for a period not to exceed thirty (30) days for any infraction of its published rules and regulations. (c) The rights of the Association to dedicate or transfer all or part of the "Common Area" to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the members, provided such is accepted by the public agency, authority or utility. No such dedication or transfer shall be effective unless memorialized by a recorded instrument signed by Members entitled to cast Majority of the votes agreeing to such dedication or transfer, and unless written notice of the proposed action has been provided. Delegation of Use: Any Member may delegate, in accordance with the By-laws, his right of enjoyment to the "Common Area" to the members of his family, his tenants, or contract purchasers ho reside on the property. Public safety access. Law enforcement, fire and rescue personnel, and employees of the Liberty Chase are allowed in the common area to perform their official duties. Section VI. Covenants for Maintenance Assessment Assessments: Each subsequent owner of any lot conveyed by the Declarant covenants that, by acceptance of a deed, he agrees to pay the association (1) annual assessments or charges, and (2) special assessments for capital improvements, such assessments to be fixed, established and collected from time to time as hereinafter provided. The annual assessments and special assessments, together with such interest thereon and costs of collection thereof, as hereinafter provided, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with such interest, costs and reasonable attorney's fee, shall also be the personal obligation of the person who was the Owner of such property at the time the assessment fee was due. The personal obligation shall not pass to his successors in title unless expressly assumed by them, but shall continue as a line upon said lot as set forth hereinabove. Purposes of Assessments: The assessments levied by the Association shall be used exclusively for improvements and maintenance of the "Common Area," specifically including, but not limited to, payment of real estate taxes, repairs, maintenance of streets, removal of snow from street within said subdivision, maintenance and repair of any drainage and detention facilities, maintenance of street lights and payment of all utility charges therefore, maintenance and repair of utility and drainage easements, maintenance, and services and facilities devoted to the aforesaid purposes, and expenses related to the use of and enjoyment of the "Common Area"; and further, for the purpose 11 of promoting the recreation, health, safety and welfare of the residents in the "Common Area" of Liberty Chase. Initial Annual Assessment: Until January 1 of the year immediately following the conveyance of the first lot by the Declarant to another Owner, the maximum annual assessment shall be $400.00 per lot. The Declarant is expressly excluded from all assessments unless a unit owned by the Declarant is occupied, at which time the Declarant shall become responsible for assessments imposed on said unit. From and after the first day of January of the year immediately following the conveyance of the first lot to any owner, the maximum annual assessment per lot may be increased above that set forth hereinabove by a vote of the members for the next succeeding year and, at the end of each year's period, for each succeeding period of one year, provided that any such change shall have the consent of a Majority of the votes of members who are voting in person or by proxy, at a meeting duly called for this purpose, with written notice provided to all members. Special Assessments for Capital Improvements: In addition to the annual assessments authorized above, the association may levy in any assessment year a special assessment applicable to that year only, for the purples of defraying, in whole or in part, the cost of any construction or reconstruction, unexpected repair or replacement of a described capital improvement upon the "Common Area," including play equipment, provided that any such assessment shall have the assent of a Majority of the votes of members who are voting in person or by proxy at a meeting duly called for this purpose, with written notice provided to each member. Quorum for any Action or Assessments: At any meeting called for any action on assessments, as provided above, the presence at the meeting of members or of proxies entitled to cast 51 percent of all votes shall constitute a quorum. Date of Commencement of Annual Assessments — Due Date: The annual assessments provided for herein shall commence as to all lots on the first day of the month following the conveyance of the first lot to a grantee other than Freetown Crossing, LLC. The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. The board of directors shall fix the amount of the annual assessment against each lot at least thirty (30) days in advance of each annual assessment period. An invoice of the annual assessment shall be sent to every owner subject thereto. The due dates shall be established by the Board of Directors. The Association shall, upon demand at any time, furnish a certificate in writing signed by an officer of the Association, setting forth whether the assessments on a specified lot have been paid. A reasonable charge may be made by the Board for the issuance of these certificates. Such certificates shall be conclusive evidence of payment of any assessment therein stated to have been paid. Effect of Non -Payment of Assessments: Any assessments which are not paid when due shall be delinquent if the assessments are not paid within thirty (30) days after the due date. A delinquent assessment shall bear interest from the date of delinquency at the rate of twelve percent (12%) per annum, and the Association may bring an action at law 12 against the Owner personally obligated to pay the same, or file a Notice of Lien among the land records and foreclose said lien against property. Any interest, costs and reasonable attorney's fees for any such action shall be added to the amount of such assessment. No Owner may waive or otherwise escape liability for the assessments provided for herein by non-use of the "Common Area" or abandonment of his lot. Subordination of the Lien to Mortgages. The lien of the assessments provided herein shall be subordinated to the lien of any mortgage or mortgages now in effect or hereafter encumbering any lot. Sale or transfer or any lot shall not affect the assessment lien,. But the sale of transfer of any lot that is subject to any mortgage, pursuant to a decree of foreclosure thereof, shall extinguish the lien of such assessments as to payments thereof which become due prior to such sale or transfer. No sale or transfers shall relieve such lot from liability for any assessments thereafter becoming due from the lien thereof. Disclosure packet fee: The Association shall charge a fee of $100.00 to any Owner, other than the Declarant, for preparation and delivery of an association disclosure packet pursuant to the Virginia Property Owners Association Act. Such fee shall be paid to the Association at the closing or settlement of the property. A notice of this requirement shall be contained in every deed conveying the subject lots. Exempt Property: The following property subject to this Declaration shall be exempt from the assessments created herein; (a) Any property owned by the Association; (b) All properties dedicated to and accepted by a local public authority; (c) Any and all lots owned by the Declarant; and (d) All properties owned by a charitable or non-profit organization exempt from taxation under the laws of the State of Virginia provided that such property is not used as a residence. Failure to Maintain "Common Area": In the event that the Association or its successors fails to maintain the "Common Area" in reasonable order and condition, the County of Frederick, Virginia may take such action as authorized by the Ordinances of the County of Frederick, Virginia, and other laws of the Commonwealth of Virginia. The County of Frederick Zoning Ordinance and any and all amendments thereto are by this reference made a part hereof as if set out in full. Dissolution of the Association: Dissolution of the association shall only be permitted with the consent of the County of Frederick. Section VII. Restrictive Covenants The lots in Liberty Chase, (Lots 1 through 17, inclusive) shall be subject to the following restrictions, which are constituted covenants real to run with the land. 1. All lots shall be used for townhouse residential purposes only. No townhouse may be modified to provide for a garage thereto after such townhouse has been erected. 2. No more than two (2) unrelated adults may reside in the home at any time, whether they are owners of the said lot or tenants. 13 3. No profession or home occupation shall be conducted in or on any part of a lot; provided, however, that an owner may maintain such use if it is operated by a member of the owner's household residing on the Lot, there are no displays or signs indicating that the Lot is being used other than as a residence and that such office or business does not generate significant traffic or parking usage by clients, customers or other persons related to the business. Declarant, its successors and assigns reserve the right to use one or more of said lots or a portion of the "Common Area" for business purposes in connection with the development, sale and operation of said townhouse subdivision. 4. No signs or advertising of any nature shall be erected or maintained on any lot except "For Sale" signs for said lot, which signs shall not exceed five (5) square feet in area, or signs used by the Declarant to advertise the property during construction and sale. No "For Rent" or similar signs shall be allowed on any lot. 5. No boats, mobile homes, motor homes, campers, buses, trailers of any type, tractors, vans or trucks of more than 3/4 ton, or other motor vehicles shall be permitted on any lot or in any driveway except during the course of construction. No motor vehicle or material portion thereof which does not have a current license and current Virginia inspection sticker shall be permitted on any lot. 6. No vehicles shall be parked in an area other than the driveways or designated on - street parking. No motorized vehicles of any kind shall be permitted upon any area within said Subdivision except for the streets and parking areas constructed by Declarant. No right of vehicular access shall exist across any lot in said Subdivision except as otherwise provided herein. 7. No animals of any kind (including livestock and poultry) shall be permitted on any lot, except that licensed dogs, cats and other customary household pets may be kept, provided that they are not kept, bred or maintained for commercial or charitable purposes or in unusual numbers; and further, provided that no dogs shall be permitted to run at large without restraint in said Subdivision. No dog may be tied and left unattended outdoors. Members with pets shall be responsible for cleaning up after their own pets, both on their own lots and in "Common Area." 8. There shall be no fencing or hedges in the front of any of the townhouse units, and all fencing to the rear of the townhouse units shall be attached to the individual unit. Pressure treated wood fencing and chain link fencing is prohibited. Fencing shall be of privacy style constructed of white composite/vinyl and shall be not higher than six feet, provided further, that there must be a gate at the rear to access the back yard. No fence shall be constructed on any lot until the plans and specifications for the same shall be approved in writing by the Board of Directors of the Association or its duly appointed Architect Review Committee. 9. No noxious or offensive activities shall be carried on upon any lot, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. 14 10. In the event that a dwelling is destroyed, the Owner of the dwelling within thirty (30) days from said destruction shall clear away the any remaining portion of the dwelling unit and maintain the lot in a neat and orderly condition. No structure other than a townhouse of at least the same dimensions and architecture as the unit destroyed shall be constructed in the place of the original unit. 1- 1. Each owner shall keep all lots owned by him and all improvements therein or thereon in good order and repair and free of debris, including, but not limited to, the seeding, watering and mowing of all lawns, the pruning and cutting of all trees and shrubbery, and the painting (or other appropriate external care) of all buildings and other improvements, all in a manner and with such frequency as is consistent with good property management. In the event an Owner of any lot if Freetown Crossing shall fail to maintain the premises and the improvements situated thereon as provided herein, the Association, after providing written notice to the Owner and after approval by a 51 percent vote of the Board of Directors, shall have the right to enter upon such lot to correct any damage and to repair, maintain and restore the lot and the exterior of the building erected thereon. All costs related to such correction repair or restoration shall become a special assessment upon such lot. 12. The general rules of law regarding party walls and liability for property damages due to negligence or willful acts or omissions shall apply. The cost of reasonable repair and maintenance of a party wall shall be shared by the two adjoin landowners, except to the extent the wall is not of use to one of the Owners. If a party wall is destroyed or damages by fire or other casualty, any Owner who has use of the wall may restore it, and if the other Owner thereafter makes use of the wall, the other owner shall contribute to the cost or the restoration thereof in proportion to such use without prejudice, however, to the rights of any such Owners to call for a larger contribution from the owners under any rule of law regarding liability for negligence or for willful acts or omissions. 13. Notwithstanding any other provision of this Article, any Owner who by his negligence or willful act causes a party wall to be exposed to the elements shall bear the whole cost of furnishing the necessary protection against such element. The rights of any Owner to contribution from any other Owner to contribution from any other Owner under this Article shall be appurtenant to the land and shall pass to such Owner's successor in title. 14. No lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage and other waste shall be in sanitary containers. All containers or equipment for storage and disposal of such material shall be kept in a clean and sanitary condition in the rea. No refuse or any container for same shall be placed or stored in front of any townhouse, except on the scheduled date of garbage pickup. 15 15. No trees shall be planted, or no digging shall be undertaken without first securing the approval of the local power company and without first determining the location of all underground electrical and telephone wires. 16. No baby carriages, bicycles or other articles of personal property shall be deposited, allowed or permitted to remain outside of any townhouse except in the enclosed rear area. The Association shall specifically have authority to impound all such articles that remain outside in violation of this provision and to make a charge for the safekeeping and return thereof. 17. No exterior clothesline or handing device shall be allowed upon any unit, except for an umbrella -type one with a diameter not exceeding seven (7) feet, provided that it is located in the rear of the unit. 18. The color of the paint on the exterior of every building on each lot shall be kept the same as the original color unless approved in writing by the Homeowners Association. 19. No building, structure, addition or exterior alteration (including basketball backboards and storage buildings of sheds) or improvements of any character shall be constructed upon any lot or dwelling located thereon unless the plan of construction, including quality of workmanship, design, colors and materials, shall have been approved in writing by the Association as being in harmony with the whole Subdivision, and particularly with the adjoining townhouse units. 20. If in the construction of any dwelling by Declarant there occurs an encroachment, then such encroachment shall be deemed a perpetual easement for the benefit of the dominant lot. 21. No lot upon which a townhouse has been constructed shall be further subdivided or separated into smaller lots by any Owner, and no portion less than all of such lot shall be conveyed or transferred by an Owner, provided that this shall not prohibit deeds of correction deeds to resolve boundary disputes and similar corrective instrument. 22. All of the covenants and restrictions herein shall be binding and remain in full force and effect for a period of five (5) years from the date of this instrument and shall be renewed automatically for additional successive five-year periods unless the Owners of a Majority of the lots in Freetown Crossing shall execute and record in the land records of this jurisdiction an agreement amending or modifying said covenants and restrictions. 23. The invalidation of any one of the covenants or restrictions contained herein by judgment, decree or other court order shall not affect any of the other provisions, which shall remain in full force and effect. The failure of the lot Owners or the Declarant herein to enforce any covenant or restriction shall not be deemed to be a waiver of the right to do so thereafter as to a default occurring prior or subsequent thereto. 24. The Association, its successors or assigns, or any Owner shall have the right to enforce, by any proceeding, all restrictions, conditions, covenants, reservations, 16 liens and charges, now or hereafter, imposed by the provisions of this Declaration. Failure by the Association, its successors or assigs, or by any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter, All costs that the Association, its successors or assigns, or any Owner shall incur in the successful enforcement of the restrictions, condition, covenants, reservations, liens and charges, now or hereafter imposed, shall be borne by the party against which action is taken, and shall include reasonable attorney's fees, costs, and damages. The Declarant reserves the right of itself to waive any of the restrictive covenants, conditions, reservations, and restrictions with respect to the sale or transfer of any future lot or lots, except that (a) it cannot change the provisions concerning open space easements without the permission of the County of Frederick and (b) cannot change the development from residential to commercial. This waiver shall not affect the binding effect of the covenants, restrictions and conditions upon any other lots. The Declarant does further reserve the right for itself to impose additional restrictive covenants, conditions, reservation, and restrictions as to the sale and transfer of any other lots. 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 property 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 Freetown, the owner of the property. Liberty Chase Association shall execute this Deed for the purpose of accepting the responsibility for maintenance and other obligations assigned to or assumed by Liberty Chase Association under this Deed. WITNESS the following signatures and seals: Signatures to appear of the following pages 17 FREETOWN, LLC. By: (SEAL) e: Jeremy Tweedie Title: Manager STATE of VIRGINIA( CITY/COUNTY OF"�'�" y_-d ell Gk , to -wit: The foregoing instrument was acknowledged before me in my City/County and State 1� this day of `a` , 2019, by Jeremy Tweedie, as Manager of Freetown, LLC. My Commission Expires: MARY R. HENSLEY NOTARY PUBLIC REG. #7838330 ,� COMMONWEALTH OF VIRGINIA MY COAPRIL 310, 203ON PIRES LIBERTY CHASE COMMUNITY ASSOCIATION. By: (SEAL) ame: Jeremy Tweedie Title: President STATE of VIRGINIAtt, CITY/COUNTY OF` , to -wit: The foregoing instrument was acknowledged before me in my City/County and State this i ' day of _� 1 \` , 2019, by Jeremy Tweedie, as President of Liberty Chase Community Association. My Commission Expires: P '-� \ _ -� MARY R. HENSLEY „-. NOTARY PUBLIC NO,PUBLIC REG. #7838330 COMMONWEALTH OF VIRGINIA • MY COMMISSION EXPIRES APRIL 30, 2023 18 Witness the following signature and seal: FREDERICK WATER: STATE OF V o W4' ok CITY/COUNTY OF F'yb P"(A& TO -WIT: I, cov+wm MOV66 , a notary public in and for the State and County aforesaid, do certify thatU MicVaeJ Ww ljm , whose name is signed to the foregoing instrument dated S 20�9 has acknowledged the same before me. GIVEN under my hand this [ day of h 20 J�—, �. Registration No.: U 0+0 My Commission Expires: t)_ v 1 ;�C n j rAA/"v6W &" - - otary Pub is COURTNEY MEDVED NOTARY PUBLIC REG. 0 T03"40 COMMONWEALTH OF VIRGI NA MY COMMISSION EXPIRES 1213112023 19 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 NOTIFICATION OF PUBLIC MEETING March 20, 2019 Fax: 540/ 665-6395 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: SITE PLAN (SUBDIVISION) #23-18 LIBERTY CHASE You are hereby notified of a Frederick County Planning Commission Public Meeting being held on Wednesday, April 3: 2019 at 7.00 p.m. in the Board Room of the Frederick County Administration Building at 107 N. Kent Street, Winchester, Virginia to consider the following application: Site Plan (Subdivision) #23-18 for Liberty Chase submitted by Greenway Engineering, Inc., on behalf of Freetown, LLC. This application seeks to develop 1.97+/- acres of land zoned RP (Residential Performance) District for 17 single-family attached (townhouses) units. The subject properties are located at Double Church Road (Route 641) generally north of Fairfax Pike (Route 277) generally in the Opequon Magisterial District and are identified by Property Identification Numbers 75-A-58 and 75-A-59. Please note this item is presented for informational purposes only. This is not a public hearing. This notice is provided as a courtesy to adjoining property owners so that you may be informed about this application A digital copy of the application will be available for review at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia. Information regarding this application will also be available via the Planning Department's web page at www.fcva.us. Sincerely, M. Tyler Klein, AICP Planner MTK/pd 107 North Kent Street, Suite 202 © Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning & Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601 tV7i' .-k� Hasler 03/20/2019 • FIRST-CLASS MAIL $00.500 ZIP 22601 011 D 11646815 74B -10. 2- A - PINES ASSOCIATION INC THE r PO BOX 202 ` STEPHENS CITY VA 22655.0202 ,i APP - g 2019 t, NixiE 207 FE : aa�ia�ai�taii3 . UIVASLt TO FORWARD ial k ni: 72IS:0.1S03'95 "t09177-c,r-,ss I-2Z-43 `.c y s a n a.ti.t.i,c�tif��p,jtiiit.ittiii.t.i�.i.0 � D • = ttit t ttt tt t t � 'i1 t i it I i Ilt .`'� tt tti 1 t !t t I 1 i a Plan Revisions Date Comment l CALL "MISS UTILITY" VIIIGNIA UTILITY PROTECTION SERVICE (VUPS) AT Oil OR 1-8 0.552J00i. 46 HOURS PRIOR TO THE START OE WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO N TA UNDERGROUND UTLRY LINES IN THE AREA OF PROPOSED EXCAVATING OR BUSING AND HAVE TNOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRISON TO CONMENCMG EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COIiLIANCE WITH ALL COUNTY REQUIREMENTS. VIRGINIA CODE AND REGULATIONS, UTILITY NOTICE REQUIRED ConVMan N . notlfy aS puMlc uelity operat«F wlw maintain underground utility liras n INe area o/ propoead eacaealing or Waetin9 al Naet — (2) w«ting days, but rwl m«e ilun ba (101 wo M den, pn« b C«nmencamenl of aawraiion «demolition. Narma arW INepl,d,a number ur u" operabn of urMw — ub1Hy Ilrw appear below. Tlwaa numMn Nall also M ueed b carve in an ama.gercy c«gXlon. w.uWS,I— Fred I, Water P.O. Box 1 BTT WM1oNeabr. VA. 2160a (Sa01 S68-1"I power: Rappabann«'.a EI«Vic Cwp 111 Kelly court Front Reyal, VA 226M 14O412JP0/ PI—: wwo— P.O.11-1T2M wrMN, MD S12" (3011 956es2 a— lllsa108h Or Co. PAL 11-240 WM$Mfar, WA 22IL04 (women-1111 LIBERTY CHASE - 17 LOT TOWNHOUSE SUBDIVISION DESIGN SITE PLAN #23-18 _OWNER FREETOWN, LLC P.O. BOX 604 STEPHENS CITY, VA 22655 540-866-1818 OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA VICINITY MAP SCALE: 1" M 1000' DEVELOPER TRUSTLANDINC P.O. BOX 604 STEPHENS CITY, VA 22655 540-869-1818 Sheet List Table Sheet Number Sheet Title 1 Cover Sheet 2 General Notes and Legend 3 Boundary and Existing Topo 4 E&S Phase I & II 5 E&S Details 6 Geometry Plan 7 Grading Plan 8 Stormwater Management & Water Quality Plan 9 Storm Sewer Comps 10 Landscape & Site Ilghtirg Plan it Utility Pro Files 12 Life Safety Plan 13 VDOT Details _ 14 Frederick Water Details OWNERS CERTIFICATE The foregoing Subdivision of the land of FREETOWN. LLC IS with the free consent and in accordance with the desires of the undersigned owners. properties and trustees If anyr DATE I APPROVALS TH Op I, O' Tim Ilm AOIDSU31M1� tic No. 2NTt6 jC S�ONAL DATE: 2-15-2019 SCALE: NIA DESIGNED BY: JNT ZONING & SUBDIVISION ADMINISTRATOR DATE EILE NO. 1821T THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHAD. BE APPROVED BY THE CONSTRUCTION ADMDiISTRATOR PRIOR ,�19 CFNFRAL NOTF,S VDOT CFNF,RAL NOTU PROJECT NOTES LECEND _- 1. Gmanway Engineering, Inc. (CE) 'issued this plan set based on project criteria dictated by the FRDTING STERMEDIATE CONTOUR client and municipal codes. TF.Is plan set is not considered complete or appropriate for r VI, All work on this project shall conform to the current editions of and latest revisions to FyPDNG T'Da CONTCUR oneruction untLl AIL n<cessery agencies have given npprovel AND this plan set is signed its the Virgipie Cepp rtment oT Trensportstion (YDOT) Road antl Bridge "'cationsSpecand Standards, the Vi Erosion d Sediment Contro. R erd any of tier PR0P0.L0 CONTOUR 400 eaY Baled by licensed professional. Any work, planning, ecY.edul:ng, purchases and/or construction prior :o approvals ant licensed/pr.fesscrial sealing will be performed at the risk gtnie aulations, .➢ple.ble state. federal or local regulations. In cPat .1 discrepancy or conflict between lne Standards or Speclficetlans antl Regulations, the most stringent hell govern. AT[LSINO DG: OF PAYEg9iT _________ of the personnel authorizing w r;c GE shall be held iarmle,a from and costa. time delay PRCP3SED EDGE OF PAYMENT and/or material changes incu red on work started before this plan eel receivers approvals and V2. All construction shdt comply with the ..lest U.S. Department of Labor, Oceupationa ! g ■ seal. SfetR A.d.s��tratio (OSHA), and Virginia Occupational Safety k -ealth (VOSH) FYISING CJRA AND CUITFR - -- _--- __ ._ _. i<`I improvemen 2. Method. and ir.L.H.l. aced to the construction of the Le herein .hall conform :o ant County C... trut _ion Standard. and S-cl.•icators and/or current VDOT Standards and leey and Reealh PRCPOSED CURB AND GUTtER yex ' 'k Slice ficaliom. V3. When working within VDOT right-of-wayy all traffic Lrel, helher p nL or hall be Lhe of VDOr. Mark Area iRAN5f110N ID RL79ta'E CURB L i F s. The Engineer shall not have control over r charge of end shall not be responsible for construction means methods. techniques. ,q... c s or procedures nor for safety precaution. temporary, accordance with current edition Protection Y...L A transportation men agement plan eeda to 1, submitted for RCLSTNG TEL:PEDA3 LINE' --�--- --r--- and programs :n connection. w'th work shown on these plena. The Engineer is not responsible rp(h ov 1 and land use permit issued prior to any ezecution o/ work withir. the VDOT t way. PRCPOSED'ELUNONE :Di[ T far lhn cantrecter'.pPched.i P. ar 'ailure to .,,,y a- -he work. The Engineer N not. map ...this Ig of far seta of omissions of the con: actor. subcontractor, or their ag,r.W or employee., or any ref the V4 The developer shell responsible for relocating n: his expense, any and all utilities ' E)USTYG STORM SEEER IFITH DEEP - - - - - ww - �-- -• -• other parser. performing portions work. 4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing compliance with these and spit"lle.tin.s. r p,i .eluding Lrnffia x gnat poles, jnnniton bases, fort lrnllers, rtc., owned Try VDOT or priral.e 1 ,l,,. / puDHc utility comppanies. It is the sole responsibililyy of the developer to locale and facdifi'a 'terns that be i t with the p op..ed c truclim. ppppOgE;p c.Olry Sglry;¢ g111 NET DO NO SANITARY SEUR T17I MA.`D:DIE • service o construction plans Il i. Grern.ny Engineering's taco" endaunn till. a LhiM party :napertiun/Leming .ery djmdu tilit7 r ey onili activity. VDO'f npprovel of these plena does not Irdemn:fy the developer from this PROPOSED SANITARY SEWER tfl'III YAMIOLC9 L employed to are that project is completed and material, installed meet the details anew responsibility. PROPOSED SO TAT. CIEAY0:1T .pecif. cxliortaen Lheae p.n.. 5. The location of existing utilities shown in these plane are taken from existing record.. IL shall the 'n unlnl end v.rtic,l loc,linn of all Lilily to aNz V5. Design fee Lures relating to 'ield construction, reguln Lions, d co.irol safety of traffic soya be eubl'ect le chang s deemed ry by VDOT. Any dditional zpenae DESI NC BELT ACT SERVICE e t --t----r- / _ be the conlr.clerw reaper x. ratify expel existing utilities as needed Grier to construction. The contractor shall be responsible for the incurred a result of any field revision Phalle be the reap...ibilfty of the developer. PROPOSED ELRCTRI: SERVICE [� W digging of all to hole_ that :nay be required, whether recommended or not by these plans. to ' determine tie :canon elevation of existing utilities. D any conflicts rising frog V6. H required by the local VDOT Lend Development Office, a pre -construction conference ESLWTNG GAF LINE __s____s____s____s__- W X sal zest end Lva existing utility verification or K during the course of construction. any objects of tin .hap be arranged and held by the engineer end/or developer with the attendance of the contractor (a). Various County agencies. ulll:ty companies and VDOT prior to initiation of PROPOSED fA4 7VF -• • / W J =usual nature is encountered. the ontractor shall cease work inthat area and immediately ` work E�TNG tAT?RIJAE g/ lily Gremway Engineering at (540)662- 4185 and/or :he proper authority. Greeriway Engineering or any engineer exiociated with the._ plans shell not be responsible or liable for ration V7 The contractor shall r. ut the local VDOT land Developprent Office when work is to length time. YDC" and shall receive 48 PROPOSED WATERLINE W/ ME •�Tw g A V anconructocost that may be associated with the inaIll o reinstallation any utility y constructor. s :I discrepancies between actual field conditions and begin or cease for any undetermined of require. hours advance notice prior to any required or requested ins petition. MnAG t1RE HYIMLIYI'/VA:.IE/ML^.EN / other improvements cot notified of any the approved plan. PROPOSED F.RE IITDRAAT/VALVE/ILriffi O 6. The approva. of these plena in no way relieve the developer. lino contractor, or their aeonts of Ve, The contractor, shall notify the Traffic Operations Center at (540) 332-9500 for anp \"DOT iced interstate to PROPOSED REDUCER W� any I gwl responaihili Illy which may W required by the. code a' Virgipie. ar any ether aMinanee traffic control y n that lmpn fa elente or roadway the the mctad by the Coonty nor dean it guarantee the :s.uarce of any required permit by the oPrimery provide notification of nsLail,Lon and removal of work z ties PRfIPF.R'Y IANF Ceunly, vnOT or any other Agency 7. M approved set of plans and all applicable permits mustbe available at the construction site milted V9. The contractor shall be responsible for maintaining a VDOT permitted temporary . The hallncebe FV!MNG RASEMENT -- - '- at en limn during censtnrnUnn. A repreawntauvw Minn developer moat be nvndabin wit all r-�tllon entire co dance with Section 302 of the Erosion d Sediment Contra - Handbook. Furthermore, access to other properties affected by this PROOEiiD - turr fl. a `a Ln the ip,tintinn or any land dl.tirrbing erLivil lea the Oevelnper, the ran Lrwnlnr nr Lhe project shell be mainWard through construction. PROPOs._.7' C4f'ERLRIE EN-F UN - - Respomlble Land Disturber shall obtain a Land Disturbance Permit from the County Engineer'. V1D. Contractor shall ensure adequate drainage is achieved and maintained on the site FESTINC CLNTFRIJNS office. The Contractor. Developer orhis agent shell be responsible for obtaining a Virginia 5ormwn,rr Y.nxgemerl Program (YSNP) Permit xr•,d pipit Ion reeponniLle far the regielrxl inn of They for obtaining and during and at the end of construction. VI 1. Al. water and Sewer lines within existing or proposed VJOT rlgh:-of-way shall :nave a EXLTRNG TREE LINE'-------�^"""� the renstruchon site a. req.ired by law shall also at responsible Stormwaler Pollution Prevention Plan (SMPPP). The approval o/ these plans lr=inimum thirty-six (36) inches cover and wher. possible shell be installed under roadway r ilOM LINE maintaining on site a way relieves the developer or his agent of the responsibilities contained in the Virginia dreinnge fxn'littex xl. en nicL poi nit... FENCEINE - - - Erosion and Sediment Control Handbook. VIZ. Any uruaua] subsurface conditions (c.g., unsuitable soils. spring., ainkhales, voids, caves, etc.) encountered during the course of construction shall be immediately brought EXISTING Uf0M PCU/CUEE M W 9. The Developer or his agent .hail be responsible for obtaining any required permits from the to the attend.. of the Rinser d VDOT. ork ehnll sae to that -ty =ti] adequate design can be determined by the engineer and approved by VDOT. IGG3RNG TE..gPI3Ng PEDESTAL _ il� co Virginia Department of Enviramcental Quality (DEQ) or the United States Army Corp of Engineers the - SIGNS for any plan we Uand dlsturborce as shown on these Diana They shall also be responsible idenlifu:a'imt end delwee:ion of any wetland. that may be present - Lhe a nnLruclion Pile. V13. All till areas, borrow material and undercut s U be irape clad and pproved by a VUU'1' representative prier to placement of ILL time, VUOT re Ph Phall be present PA TONG INDICATOR Q O 10. The car -tractor shall provide adequate me of cleaning mud from trucks and/or other to i ure the it ae pit e(e) obtained for CBRs is-epreaertative of lie location When soil ..it INDICATES THE NLVEER OF TIT PARKING SPICES equipment prior to entering pubhc streets. and t: 1, the contractors responsibility to clear. dust. and to take whatever meaau are necessary to insure that public streets mete. to private :aborelories for testing, the pies hall be heady identified•end labeled as beloagc goo 'reject to be canted by \T)OT end that testing sell HANDICAP PARKING streets. allay maintained In a clean, mud and dust free condluonat all times. shall be pe-formed in accord et a th applicable VDOT standards and proced'imea. 11 eA permit must be obtained from the Office of the Resident engineer. Virginia Department of Traneportetioo (VJO:') e. d 'redcrick County prior Lo any construction activities thin 'sting V14 All roadway (Dl, base, subgrode =atrial, and bacMUl in tility/storm sewer Uenches lift th feknessea, density d VFIIICIES P DAY [OlIM 1D0 State right-o'-says 12. 11e dmeloper wit. be responsible far any damage to the _sitting steel. and utilities which chap be compacted i a cord ce lath tee a oisture requirements as specified 'n the current VDOT Road and Badge Specifications. Certified copies of text reports shall be submitted to VDOT daily. unless specified otherwise. PimP3SED BUDD6G ENTRANCE �- C O L d _rxsalt of bu construction project within or contiguous to the mating -of sway V15. VDOT Standard CD and UD underdrains .hall be Installed where Indicated on these fL' z right 13. Warningmarkers, barricades or f should be m accordance with the State and atgns, ragmen end/or specified by VDOT. xis SANITARY kANH01E IDENIiFlER t� iz C: V) Federal Valet on Df 11 g Traffic Control Devices Indies O11 14. The _sae: loce0on of el: guard rails and paved ditches will be determined by VDOT personnel. plans V16. A coal installation vfsud/cid co camera inspection, atoll be conducted by the (s; [n C.5 Q R' "A joint in,pn:tlon will x held wish the. Developer, C,..tply RepresenaLiv,x, and Reprexeptnlivex determine if e e pipe end a ,,act umber Contractor on D pipes identified on it plena xis ats of pip=eWver[s. For pipe culverts, a minimum at one pipe dnstd:atlon for each size of STORM DRON STRUCTURE IDENTUIE3 C O Of of the Vrenh, Department of Transportation (VDOT) to and where guard rail t terial type w," be Inspected r ten ell of th toteI eon L for a ch s DUS.1NG SPOT 7EYA--W!1 Xy '4 Ir) a anpaved ditches will b, needed. The developer will be responsible for providing guardrail determined by this Inrpeclion." Re}nr to Virginia Department of and me terial typ auin 'zed. All ipe in.tallelion. on the plan, not identified a storm Ise l for Additional Leafing Q pp and Paves ditches joint Rail Pxved Ditch SPecific,llnne. xer pipe shall be onsidered a. tp pipe peclion purbo.ea be required as directed by the Area La. d Use EingineeI or their represeelalfve. PROPOSED SPOT EILYATION X3gJ If1 re E_ 7fwn.p-A.U.n (VlO') C,.ard and 15. All snarl be ramovcd from the construction limits of the site plan. before may AA f/; A IT` =,unable material ng embankrnenl V17. The installation of ary ntrancea and mailboxes within any dedicated street ul;Nr POfE Y Cr: j n pier. 16. All pavement wagons shown on these approved plans ere based op a minimum CUR value of 6 ight-of-way shall meet VJOT minimum design standards and is the responslbill_y of the F O ,,it x r far preliminary design only. Final pnvemenl design .•,nil be hexed upon actual !leis developer. C U U ! ( d tested CUR valuQ. The Contractor or Developer shall x responsible for field testa per VUC1' slendam.. to nblain ar'ual C.RR values for final design. Final Pnvemenl design. wit. hn xpprnved V18. Prior ;o VDOT acne Lnpce ( treats, al] d street a d =ant pp ny race lreencc ¢page r /or pave lithe 4enual On Uniform x 11 1 F' b Vllfyf and/or the Owner la which ever Ifcntle, Prior to in y /De,e per, ape a king shall he inal.:lcd by lac devcleper in .ore with Traffic Control Devices. U Q LLI 17. AD springs shall be capped and piped to the nearest storm sewer •nenholes or curb inlet. The a pipe .het. ben um 8' ci-all er and conform to \'DOT xtend.- SR-1. With I. The developer shell provide the VDOT Lend Dnelopmant Office with a list of all U) O W fi VJ 18 When grwdirg rr rroposed within eesementa of utilities, taffeta oT permission from ail involved m terial sources prior to :he .ter: of conatructi on. Coptea p1 ell for m tertala aVDD- ::: M z FREDERICK WATER CONSTRUCTION NOTES PROJECT INFORMATION .at Ise provided to the County Public Wurkn Deparlrr ell prior I. issuance of �aineaana%or development 'Plized within e y dedicated street right -of -we u.t De provided to the local Lad L elopmer- OfHte prier _. attealanta nit the work. Una and to priees may be = w a .it. permits. Ia. Noun,, Ion be to the appropriate utility company prior to construettm of water obscures I. The Authority's Water and Sewer Standards one Specification, are available at PARCEL IDENTiFICATtON N0. 75-A-58 k 59 shell given wad/nr xxnila•y a war fill. Infnrmatinn should at.. hP. nbl.ined fhnm the wppr.p,i.tP V20. A to base and subbase materials shall be laced o atle b n of a P Y m nden.. O eulnorih cane nine pt rtni:e, cue snort., end conncc' on .o c:;ainq line.. `e ggrege mach t el preader. Density 11 be determined , 'he e y ntrol trip www tredermk,.eter to m DTHEE'P AUUK`SS: DOUBLE CF:lRCH RD. and/or Centimeter shall b. elation, 1 all unlit companies With 2O. The Developer n / responsible supply y co p accordance with Section 304 of the VDOT Raad end Bridge Specifications and yAI l l0. A PROJECT STE 1.97I6 ACRES copies of the approved pans and advise them that sll grading shall conform to Ue approved farther lie: the shell be responsible for horning these ant erl.iUed iiunpxrt.on Lnchnir:inn .hill pPrforrn LhePe Le,:x. Ce.rltfie.d -pie. of _L raper:. `hell De srbm.ltad to VDOT daily, leu pacified otherwise. In addition to aF.ecking atone 2. The contractor shall adhere to the Authority's standards and specifications In effect at the time of construction. AREA: DISTURBED AREA: 1.9718 ACRES pions, ma utility companies plan. their lines. depth., n VDOT representative shall be nottried end given Lhe opportunity to be present CU3RENT ZONING: RP it I-- finished grades in tic it P,.11ation of utility 21. All utilities to be located underground. during the construction and testing of the density control strip. 3. The contractor shall coordinate with and arrange for inspection by the Authority. UURKENT USE: VACANT 22. Contractor .ball notify cperslcrs who maintain underground utility fine. in the arcs 1 k. do but not more than ten 10 bled lea,t tea I -n¢ ( ) tine C) V21. Asphalt concrete avements shall be laced in accordance with Section 315 of the P P P4. The contractor ,hall connect a new sewer line to ep existing mnnbo.e by core drilling PROPOSED USE: DWEILING DENSITY: RE3IDENTIAI. (TOWNHOUSES) 17 UNITS 1.9718 AC3E9 = 882 UNIT PER ACRE / W d ese Ui r at w or y., propose ve tie o orking days, to c mmnncemnnl of n cnvnlinn or demnlit..n. VDOT Road and Bridge Specifications. Density 1: be determined traiag the dm,ity Sxc:.iun 31 Fi end VTM->6- A ex uf.ed r. •lien •so the manhole. Prior 23. The developer will be r..Popsible for he relocation of any utilities which is required as n s• nLrol strip xpenthed .hall nthese teats. Certified conic. of test reportx shall be milted to VDOTert REQUIRED SETBACKS: KEQLIRED SETBACKS m of hisTin rnixalian shortid tin dun. prior Inc n.lrucunn. perform daily, unless T ropresenlnt�vc shall be no: -,tied and � n the specific otherwise. A YUD 5. A n w water (or forced sewer) mdn shall be connected to an existing main by a at _Thc FRONT: 25' FOR UNROOFED DECKS, _veil project. 24. All lot/street light and dry utility design shall be and provided separately y, opportunity to be present during the construction cad Lasting of the can to p y shall furnish ell needed mdericl and make the 1. Ar. A lieation le Authnril p pp REAR: 20' SCOOPS, IANDINGS: ?ROYIDEJ J perking performed by others. All dp utility and cr lighting information shown b• eon • es ,pact/tad by obtan and Es ncl.ded For inlonnaL Orel purpose. only.. reclad by the Orunr, Dxvofoper end/or res V22. In nccordanee with Section 302.03. the foundations for ppiece culverts thirtyy ix (38) for Wet Tap slim: be suomltled end the initial fee paid xfcre tap b made. SIDE: PROVIDED SETBACKS: REQUIRED 10' FRONT: 15' ]5' NEAR: public agency rcqurments. Creenwny En¢ineedn¢h non performed the lighting end/or dry chew -d ]nrgg shell be explored below the bottom f lh v lion to deterwne the d` ditf orthe foundation. The shall findings of foundation n.Pr xrrvn r. an to r a A. F.axrl. lorsl.ionx of wxlxr xnd x. .. .w lines n u to be r. erd nnLmi with ore FRONT: g' S' 59.1' SIDE: 5• g' utility design end does poi w ant and ix not rcaponafble for the degree and/or adequacy of type a. cei of contractor y]�oft exD�e ration to the engineer d VDOT for ap➢roved prior to pacing pipe, Foundation Authority's inspector. SIDE: 61.4' illumi pw'_inn on Uix 1 r Uhl wdn of the dry u1.:llt In .nrvinn Lhn .ill. projec n query y y designs shell comply with VDOT Road and Dneige Standard PD-I. Where soft, yielding, 0 7, The Authority's division furnish install through REAR: 43. H' 26. All Pan,,,- sewcro water mains end appurtenances shell be constructed in a,r-rdoncc with otherwise unsuitable foundation is encountered, the foundation design anyor need fort maintenance shall and all water meters 2 inch in size. It is the contractor's responsibility to have the meter box assembly ANY FUTURE SIGNS SHALL BE I -tin r not .land.rdw nrd apPri'ir.unnw of the Frederick C un:y Sxnllatinn A,. th ml y. Lo the inlet foundelion atebilization shell be detenniced by the engineer end .ppro ed by VDOT. installed correctly. Before a permanent meter is installed: MAXIMUM BUILDING HEIGHT: 40• IN CONFORMANCE WITH THE 28. All I.arrmwater pi Pita and elruolurce shown on these piece ere only accur.le ar wnndn oexl'cns xx show harann fi:h design of .lnrmwaLnr .tntrl.urn. rP not provldnd reI y23. VU0'I' Standard Cuerdrei. hall be insLe.led here r anted a .da/or proposed op a. The meter box. with its frame and cover. must be properly signed with the ?ROPDSED BUILDING HEIGHT: 39 FREDERICK COUNTY ZONING 'L01 to Cr.... ay Engineering. Actual pipe alignments will be b... d upon developed ... t.rei shop these plan. in act. be Ice with VDOTs installation criteria. Final approval of the coppersetter. b. The frame be to final ORDINANCE SECTION 185 08 SIGNS SEC'TON. drawings as provided by the manufacturer. Contractor shall mate adjustment. I. pipe guardrail InyouI. be given by VDOT otter grading is mostly complale. and cover _has act grade. The distance between the top the the shall be PARKISG SETBACK: NA AE aligrments base on provided .hop drawings. Creenwey Engineering will not be held responsible a. of cover and coppersetter between 21 inches. h'KONT: or '.ale for any discrepancies or changes caused by the structural design. Contractor me V24. Approval of these plena shall expire five (5) years from the date of the approval 18 and d. All the box be In wor:dn order. REAR: ALL SICNS REQUIRE A SEPARATE Rev. No. Date submit .hop drawings to Green ay Engineering for review and approval at contractor's expense. letter components of meter assembly shall omponen m y proper g SIDE: BI:ILUING PERMIT. Shop drawings "D be reviewed for compliance with design plans. The Omer or Developer will V25. VDOT Standard CG-L2 Curb Ramps shall be installed where indicated on these plans e. For services Chet connect to er:sting lines: be responsible for any redesign ea a result of structural +top drawing design. determined by "A" and/or as specified by VDOT. a The Authority shall futmiah end install: SIGN SETSACX, 27. Con L-oiled fill, still. be compacted to 95% of m xtmum density ea method per xlerderd Procter AA.SHTO-T99, AS-N-D8M. nr VTM-1 x appliu.hln. Density shall ba V26. The f...dationa for ell bez lverls hall be investigated by a .f ezp'.o toiry 1. ell 5/8"x3/4", 1 , 14" and 2 weLdr service. 2- .lit a Prvl,n FRONT: REAR: 10• 10' LTH DPP certified by a-egistered praleebional engineer end results submitted to Frederick County prior to pnvemxrl c nxlruc'..ien. If . geutechnicxl report he, beer, prep,rwd, It .houle. wuperPetle ute portagge advanced below proposed foundelion elevation t determlrc the type end oncilfor. f the foundation. The ontrattor shall submit copies 1 borehole logs and findipe foundation I. the a ind VDOT for to b. The owner/developer shall: 1. .00rdinete (or have toe contractor coordinate) the .aca.ton of the service SIDE' SUBD:Y95IOS SIGN AREA: 1D• 3'L of MAX. _ Tty requiremew in this note. Engineer for _nd details for construction o! all report of exploration Dprov.1 prior box. Foundation design. shell comply '.th VDOT Road and 8ndge Standard lateral with the Authority's engineering ...l,t,nt SUBDIVISION SIGN HEIGHT 6' MAX 2B. Rater to Geetec!tpicd methods, meteriale earthwork ecI_Lies. .lr4cting PB sit. Contrary to tie Standard, where rock Is n -tered and cast -in -place box is 2, submit an Application for Service and pay the required fees. 71A1G IUD L0FfIIli31IW 29. Any rctouring wall 2 It. or greater in height shall require the issuance of a separate building permit. proposed, tie thickness of bedding shall be six (6) inches. Where soft.. or otherwise unsuitable found thin is encountered, the found.u.n design d need for VDOT. 9 All rntnr service ',loon maxi I... x hack Onw prcvenlfen .. m'ily (dnuhl. chink valve or PARKING REQUIRED: PARKING PROVIDED: 2 PER UNIT - 17 UNITS • 2 = 34 SPACES 51 SPACES (17 GA3AGE + 2 SPACES PER UNIT) � Lie. Roe 2g715 30. Constructors debris shall be containerized in accordance with. the Virginia Litter Control Act, o less lice me litter rcceptnele shell be provided al the construction ails. foundation stabilization shell be determined by the engineer and approve�by RP2, m regp'red). The assembly must meet ASSC almdard'p.tmber 1D15 or 1013. REQUIRED: 0.82 ACRES OR 25,7!9 SF S/ONAL 31. IDese plane idenWy the lncnlian of all known graveaite.. G.....lie. shown on this plan all "if. 10. All fire line. m„t have a backfl- prevention asserbly (detector double check valve or OPEN SPACE CALCULATIONS: 42% = PROVIDED: d2Z = 0.82 ACRES DR 357i9 SF do. wtih stele law. In the event grevesiles are discovered during be protected in stat RPZ, as requuired). Tie assembly shall meet ASSE standard , mbar 1046 oor 1047. Any 0111TL: 2 15 2019 construction, t"if.he er and ath i must be notified immediately. Ofncc for fret W:tarior. privately owned fire lit., shall also ha.e a frets ry c, meter. Thee embly shall be UUYPSTER: NO DCYPSTER IS PRO?OSED WITH THIS PLAN TRIP GENERATION DATA 32. Irdividud to wall be uircd from the Zonip ell atmdl and/or c ni may require a aepJ.te facade sign p` to err ti lie sign end g building permit.. s%- installed immediately before �e backflow prevention =tBRecio read remote arc required. UCAA� N/A prior fit. The Authority shell renew the mechanical plan(c) for design end meterin: approval of a MOP WAIVER APPROVAL DA"E: DULY lD, 20:7 CLASS USE DWELLING UNITS • TRIP RATE VPD buildings. FIRE MARSHALS NOTE a domesticclwafer meter end its prevention deste, and/ar it, 239 I'S'ecion 2 / ]OWNNOUSA' ry 8.745 f:18.1a ve lion b. lira den a Dne'e beckf:ow prevention device. fire FREDERICK WATER PROJECT INFORMATION or. JNT iti w �w..P_m•P�_•:e•a and d•n. 12. DEQ must also approve sewer pump elation,. PCSA requires a copy of DEQ'_ Certificate to WATER M'0 SANITARY SEWER USAGE Cal -elation of deeand/discharge P"MD- 4634T Any 'No Parkins sign! and yellow painted curb locations will be installed Operate and a copy of the stations DEQ approved Okid Manuel. These document. must be received before substantial completion is .aced and wale, masers rel.... d. WATER DEMAND •Nl.lanauar 2a6 a ilea eP per espies fMLLETT 2 OF 14 by field inspection at the direction of the Fire Marshal's Office. WATER DEMAND 3.kM1 CPD •C,vmere:el. 76 arid per 1.000 sf OCT 2011 SANTTART SEWER DISCHARGE 0.94,i GPD •Iruln.tna' 25 erd to pvrmn. par ern sgWOISL' 15-19 • TAKEN FHUM ITE TRIP GENENATlON STIJ EDITION Re.er a1. l,rstir eem.aa e. na agvel, I I I I i ?W PRAGS ASS"WA( RC ...w - OR457, P& ZAIED: Si'0NE 151_97' 9X SMWIARY /M - 7AI15 eN 759M / h / h / / H / / SN/TARY/ATf114t / H / H/ n / Y IX /75-A-59 0.9d59 ACRES zalm RP L _ _ aE4M0UT �;_ TAL /rs A -se /.aoep ACRES I 9�� m_ i.Mj 75-4-57 RlGµgd L ANNEY 9E Q, Q � o• \ o00 �M \ ��� 0 i M'v IV OF ur PtW FM ew�— au w aw au --au au su nu su ou au— •�� c N-Wt202'W NM12 W 20 10 0 20 40 SCALE: 1' = 20' zi IN RT. 30• PRESCRW/NE 19G7R_My 33 10'H P05/FD SPUDLW Y_ • _ _ — SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary surrey was performed b]: 6HffiIiAY QIGDl1sm. DiC, Dated: 071=/2015 2. AmUL horizontal and vertical control tuxveye were performed by: CIZI9=AY C�,CINIMEDiC- DIG. 07/25/2m Data 9. Awlal topographic mapping performed by: -- Dated: -- Qa z OC oulz USE im 019 W D Z o� F r>+ 0 U a F �_ z H a� E 0 w -i r>~ ^<wo r n wU w , zR �a o Q v 0 ow m J i 1,41 7WIAL DAIM 2-15-201Y ACME- I' = XY � n: JWT Rt NM 4891T SHEET 9 CP 14 15-19 M== =="U. I= - 17 UIM TOWNHOUIM WOK AND mom! GINT"a. IiiRRAIIYE agigglMkIM The Project development wiD consist of construction of r Multiplex Buildings (17 units) with related utilities and parking lot construction. The p—n—ty is zoned RP and is mated north of Double Church Road approximately 0.17 miles south of route 277 (Fairfax Pike) in Frederick County Virginia. Total site area for 1.9 es of which approximately 1.9 acres will be disturbed for construction. Construction will begin following plan approval end will :aka approximately twelve (6) months to complete. The proposed site is cant land The site has one drat age area as indicated on the plans. The site drains northward to to the back corner of the property. The property slopes on average between 2% and 4.5% ddjwmmLj� The site is bounded on the east and west by single family homes, on Um uorth by townhouses nod — the south by Double Church Road. aNJN&� No ofinite land will be disturbed. fiSft The existing soil conditions were obtained from the USDA Soils Survey. The soils on this site consist of Blairton silt loam (3B) with o moderate erosion hazard. 0 There are no critical areas on this site. Unless otherwise indicated, ell vegetetve and structure'. erosion and sediment control measures shall he constructed and maintained according to the minimum standards and specifications of the Virginia erosion and sediment control handbook. Bti'■atural ]leeear'e■: T4>ta■e L• Install Temporary Construction Entrance with Wash Rack (3.02) at the entrance to the site on Ellison Drive (Section 7) to minimize sediment carried onto roadway. Install silt fence (3.05) as shown on the plans to intercept and detain smaC amounts of sediment from disturbed areas during construction in nrdrr to prevent aad'en -rt from leaving tFe site. Install temporary diversion dikes (3.09) an shown on the plans to divert sediment -laden runoff to the sediment trapping structures and to divert runoff to Sediment Traps. Install temporary sediment traps (3.13) as shown on plan as a Phase c rot m .ores prior to clearing the site. Traps shall detain runoff long enough to allow the majority of sediment to settle out prior to le—ng the -- Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all cr'tical slopes (3:1 or greater) and as needed to stabilize disturbed areas. rr■.. a Phase 1 controla shown. or. ?base II plan to remain for the duration of the project. Nearing completion of the final road grade, storm sewer shall be installed. Inlet protection (3.07) shall be installed on all new inlets throughout the site. Fill slope surface shall be left in a roughened condition to reduce erosion. Contractor shall redirect the concentrated flow away from the fit: slope by installing diversion dike and divert the runoff to sediment traps or sediment basins Temporary seeding (3.51) and/or permanent seeding (3.32) shall bit placed on all truest slopes (31 or greater) and as needed to stabilize disturbed areas. Per�man�rnl nr�nrary soil atehilizatien shall bit applied to denuded within seven (1) days after final grade in reached on any portion of the site. Temporary soil stabilization shell be applied within seven (7) days to denuded areas that may not be at final grade but wi'I remain dorm. ant for longer to an fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. Topsoil that has been stockpiled shall he surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading All earth berms. diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control -mats shall be installed over steer (2:1) cut and fill& slope which have been brought to final grade and seeded to protect from ril and gully erasion. Construcu— shall be sequenced such tha: grading operations will begin and end as quickly as possible. The site mope-interdent shall be re.sponsib a for the irstallation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shell be cleaned up and removed. Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted. seeded and mulched within five (5) days after backfilling. No more than 500 feet ere to be open n: any one time, All cut and fill slopes are to be seeded and mulched within live (5) days of completion of grading. Drainage swales shall be stabilized wi0 check dams until vegetation has been well established, at which time the chccz dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those shown, as needed, Ln order to control erosion and contain sediment on r, All m &hall he installer. according to the standards and specifications in the Virginia erosion and sediment control handbook. Ramwwtat ile�jOmL• Increased runoff from this development will be controlled by an on site stormwater management facility1`1114— All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any alarm a vdaant.megrnst.er than 0.5 inches of rain per 24-hour period. Anyged structural on easures areto be repaired by the end of the day Seeded areas shall be checked regularly to ensure that a good stand of grass Is maintained. All areas shall he fertilized and reseeded an needed until grass is eatabl'shed. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. f the gravel outlet is clogged by sediment. it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in . clean. dust and mud 'ree, condition at all times. 6nrm and wedhamL 00in1L01 PimoPm 1. Hold pre -construction meeting on site with inspector. 2. Instal: construction entrance. 3. Clearing and grubbing for sediment control devices only (Phase I sediment traps, diversion dikes and silt fence. 4- Placement of sediment control devices. 5. Obtain inspector's approval prior to beginning grading operations 6. Clear and grub remainder of site. 7. Rough grade at te. 6. Initial. drainage devices with sediment control. 9. Final grading 10- Restoration and stabilization of disturbed areas. It. Remove erosion and sediment control measures with the approval of the inspector. NOW: The Frederick County Public Works and Engineering Departme,t retain the right to add and/o- modify these erosion and sediment control measures during the construction process. within reason, to ensure adequate protection to the public and the environment. NesiSsAg schedde (mG etaMD■atlm}. t, All pernari—t seeding sCaJ be in accordance with section 3.32 of the VESCA. 2. Spread topsail at a minimum depth of four (4) inches. 3. Incorporate pulverized agricultural limestone Into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). 4. Fert i'. ize wil,h 10-10-10 re-ilizer nl a rate of 23 Ibs per 1.000 square feet (1 000 Ibs per Here). 5. Seed all areas with a seed mix consisting of 67% Kentucky 31 'fall Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 ,bs per acre anchored with cutback or emulsified asphalt .pplie.d at . —t.e of 200 gallons par acre D■rIt ■■Mftd: 1. Temporary sending shall be applied to all disturbed areas subject to little or no constructon traffic. 2. All haul road. and other heavy traffic routes shall be eprLnkled with water until the surface is wet and repeated as needed to control dust. SEWdENT TRAP IZLSPONSULL LAND DISIURBLIZ NAME: CFRTIFICATION #: DA IL: THE RFSPONSIBLF LAND DISTURTR IS THE PARTY RFSPONSIRIF FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ER08K>111M 1dEKr CONTROL LEOEMD No. KEY SYMBOL DESCRIIION an ® sraaswsTa coeseraa sera � ® wwsunsr ws wensmrw awmaeo< aw. W O —i }r MaeI wLTIA2 ass ® �� lalaMllY MTlalaa aA6 AN © yOH 1Y�oun aa'x�wrW ►a ® ® wnxr ssorecros ® __��— u.nar nxaawo aavxsr -_-_� ellAMee enwsa *wear nw■ •eamaaw■>4 aes■aa asAaar we ia4ea wtwlasawnwtearww■wam�Moswawl■nw aaM'e Ataf Orin POST—DEV COMP DA-#1 TO 12" CUiXERT C=0.46 I=6.5 A=0.32 DA-#2 TO MODIFIED DI TOP C=0.76 I-6.5 A=0.71 Ia1R■ OF C EROSION & SEDIMENT CONTROL PHASE 1 O i IMC! a a� 1 ! — I. —i— i - •1 A ,c ■ h 1 UWTe Of panlfl■AtsCE� EROSION & SEDIMENT CONTROL PHASE 11 40 20 0 40 8C SCALE: 1' - 40' �ta■f■ OF Df■n■t■A■CE 40 2C 0 40 SCALE: 1" = 40' 1se41 inki Qz IAZ g Wo f�Z V De Nit. 2117is "L L419 1 DArm a 15 2019 1 BO SCALE 1 - 40 DirW�r. JNT PLESIM 4634T SHWF 4 OF 14 15-19 MINIMUM CONS'IRUCITON STANDARDS treension and sediment control program adopted with this pl an must be sixtnL with the vven for 9VAC25-840-40 minimum ,tndxrdr 1. Permanent or temporary soil stabilization shall be appliac to denuded arena fit -1, seven day. after final grade le reached art any poKaon of the sit. Temporary soil st.bilmtw. shall be ebp led within even day. to denuded nrcam that .my not be at finol grad, but wW remain dormant •or lunge- then 14 days. Permanent sLab,hzntion shell De applied to arena that arc I. be It It dormant for more tnan one year. 2. During c,nstruct:orr of the proaject, soil stock pies and borrow areas shall be .tebih.ad or .Prct_,cd with sediment trapping measure. The D bl for eery p p the term o rotection andpermanerl rt b D t or 7f1 oil stockpiles on tilt ea well ee borrow erects and .it intentionally transported from the project site, 3. A p r L g t.U. c cover nllall be eslabhn vl,cd on uced a ea not otherw'eap cenlly atClis.d Permanent vegetation shall not be 1 n c slderel .eb'sl. J until a gruu -. e,hieveJ that ,. urI bran, mature enough to rvive and will -inhibit erosion. 4. Sedimt enbasins and traps perimeter dikes, sediment barriers and other meesc u e. :rtnded to trep sediment .hell be constructed. ea firrt step In any ard disturbing acti,ty and shall be made functions before ups.ope and disturbance take, place. b. Stabilization measures shall be applied to earthen structures each as demo dike. and diverecns immediately after inat.U.tior.. 6. Sediment temps and add. cut basins shall be designed and constructed based LPa. the tlal drainage area to be served by the trap or basin he minimum storage capacity of a sediment trap she]: be 134 cubic yard. per acre of drainage a ea and the trap shall only control drainage breas less loan thee. acres. Surface ruraff from disturbed areas that is comprised of flow from drainage are.. greater taan a equal et three a shall be c rolled Ly a srdiuuenl. bnniu. The n storage caper Ly of ..edimm,L hex shall be 134 CLblc yards b rlof drainage area, The ouUI,U system in e t re aLr,,,Lu,,l role rite of I. basin shall, xl x minims,I n'.nof li g c tluring a e5year .tom of 24 hour duration Runoff oenitku, .Lied :n noff calLLln.iana mint'. c._. apond to a here earth cordilinn ur Jlen« condtton, .sped c to east while the sediment be®n is utilized 7. Cut and III slope. shall be designed and constructed In a manner that will minim-ize erosio.i. Slopes that are found to be eroding emmive:y within o.e year of permanent stabilization ehal. be pravlced with additional a]apc my.- mcasu until the problem is erected. B. Concentrated ru roff shall not now down cut or fil: slope. unless ..aired within anadequate tamporary or permanent channel. flume or lope drain structure 9 Whaneve- water .ceps from a slope face, adequate drainage or other protection shalt be provided, 10. Al: storm sews inlet that are made operable during c...U, ..0. obeli be protectemen d so that sediment -]'den water cannot enter the veyence my. -aa. without first b.irg filtered or otherwise treated to remove sediment. 1_ Bator newly constructed at.-aat,r --eye. a channels or pipes made �op,- Li ... 1, Ncleq= a7il,L prate,1 and any r cuired L mporery or permanent onme-I L_.A shall lx installed :ne both the 12nveyance ennnnel .1d receiving rhnnne] Who, work in a llve watercourae is performed. precautions shall be tken to minimize encroachment, central sediment tran,port and stbWze the work area to the greatest extent possible during couatr,dtion. Nonerodible material shall be used for the construction of causeways and c :rdems. Earthen fill mey be used for theme structures if $armored by 13 �eodlble ewer materials. When a live watercourse must to c seed b7 c nstrucLion vehicles m e than twice in any si -mouth period, a temporary vehicular stream e.-o..Lng constructed of co .credible material shell be pro,'' ed. 14, " applicable federal, .tte end local requirement pertaining to working in or cra.xing live ..Lr rwea xbell he met. 15. -he bed and bank. of . watrceurae .bell be stabilized Immediately after work m the watercourse I. completed. 11 be Installed I carder . I6. Ilndergraund LUlity '.inns ,hx n fir r, with the following standards in addition to other applicable cril.-in. .. No more than 500 lancer feet of trench may be opened at one tires. h. L..... Led rel-iml xbell be placed fin the uphA! side of Irenchas. Effluent from dewatering operation. shell be filtered or passed thre,igh an approved sediment trapping device, or both, and discharged in s manner that does no, adversely effect flowing streams or off site property_ it Materiel used tot backfilling trenches shal': be properly compacted I.,rc o er to m n. mule and brimuot. stabilization. aRealabtliz -shall be tic Ir Lahed I. accordance with this chapter. f. Applicable safety req.i:raments shall be complied with. 17, where construction vehicle cesec route- Intersect paved or public d., provisions eheD be made tom a the transport o sediment by vch:cu'or tracking onto the paved surface, Whom sediment Is transported onto a paved or public road surface, the road surface shall be cleared ihoroughly o, the end of each day. Sediment shell be removed from the Dads ny sioveLrA o sweeping and transported :a sediment control d lspaeal a a. Street or sweeping shall be allowed only alter sediment is removed in this m r. Thi. provision .hall apply to and n2 el development lote swell tie ..o .ergo land -disturbing activities. 18 . A1. temporary erosion and sediment control m , shall be oved within 30 days after final site rtabillzetion aowefier the temporary m o longer needed, unless otherwise authorized by the VESCP authority. e^.repped sediment and the disturbec mail areas remWtlrig from the disposition of temporary measures shaE be ' pemeneatly st.b:lized to prevent further erosion sedimentation. 1Y. Propertie- and waterways downstream from development stta shall n n ant Jc Lai lion, c and dama L, e let mcreeaes .(rai mJ eu im n rmxluu m volume, velocity and peek flow rate of awe etc runoff for the stated frequency storm of 24-1hour duration in accordance with the following standards and criteria. Stream restoration and r.10..t:or. project flat in orporale natural channel design concept, are not -made channels a shall beexempt from. anyflowrate capacity and velocity requirement for natural or man-made channels-. Cmnccntra Led strm-lor r noff leaving a dcvc:opment , shall be discharged directly let, a ur adequate oalal o a -made receiving ncl, p''. Pc or storm a wcr system. For those site where roff is discharged lest. a pipe or pipe system. downstream stability anslyees at the ..Lf.11 of the pipe or pipe system shall be performed. hh Adequacy of a:l channels anc pipes shall be verified I. the following (1) -he applicant shell demonstrate that the total drainage area to lie point of analysis withio n the channel to one hundred time, greater than the contributing d,. age are. of the project I. question: or (2) (a) Natural channels shall be analyzed by the use of n two-year ,form to verify that slomwater will not overtop channel banks nor ca.ise creston of channel Ded or banks. (b) Al: previously comity cted m..-made channels shall be analyzed by the i,, of a 10-year storm to verify that stormwater will net overtop It bank. and by the u of a two-year atom to demonatr.te that stormwater wig rat cease erosion of channel bed or bank,; and (c) Pipes and norm. fever systems shell be analyzed by the use of a 10-yeer atom to verify, that .tomwatcr will be contained within the pipe or xyatr,. channels o previously c. I` e:iating natural receiving r previo y constructed man-made channels or pipes are not adequate. :he applicant $hall: (I) [improve the chsnnels to a condition where a 10-yea atom will not vertu➢ the barks and a two-year storm will poi cause cI-i.n to the channe:, the bed, or the banks; or (2) Improve the Sipe or pipe system to a condition where the 10 year stain Is contained within the appurtenance., (3) Develop a at design that will not cause the pre development peek toff rate from a two-year storm to increase when runoff outfalls into natural channel or will not cause the pre -development peak runoff rate from a IC -year atom to increase when runoff oitfa'.l. intoa ch.-read. n channel or (4)Provide a combination of channel improvement. stormwater detention or other measures which Is satisfactory to the VESCP authoe..Ly to Prevent downstream eromem, d the applicant snail provide evidence of per .f atom to make the ,mpe.-nerlt all be beset on the exist' watershed All hydrologic and Lie ult shed) existing eharecler's:1ca d Lie ultimate development condtton f the subject project. f. If the applcant ch... as an option that includes storm water detention. he shell obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shelf set forth the maintenance requirement of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channe., and crergy di,s,p,lors shall be placcc at the oLltl' of all de _:Ion faculties a necessary to provide a stbil sad tran,lllon from the facility to the receiving channel. h. All on -site channels must be verified to be adequate. I Increr"Ned volume. of ,heel flown U..L may ciao ern ion or sedimentation on adjacent property ehaL be dwelled to et ble outlet, udegnnie r.nxnnnl, pip« or pipe ,yxlem, or Lo a datnlion facility. management criteria individual lots o j, In applying these stomr"re IorIndc per, b :. '.don Dal, comet let o Industrial development shall not r b na:de rad to be aepnrall development project.. Instead. the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition Ptal: be used In all engineering calculations. k. All mee,ires used to protect properties and waterways shall be employed in a manner which mnimlzes impact on tie physical, chemical and biological integrity of rivera, streams and ut-her waters of the elate. I. Any plan approved prior to July 1. 2014, that provides for stomwater management that addresses any flow rate capacity and velocity requirement for natural or man made chamois [a shell satisfy the flow rate capacity and velocity requirement. for natural o -made ,he 1, if practice. ere designed to (I) detain the water quality one to re:ea .c it over 46 he ; (if) detain and r case over a 24-hour n riot the peeled rainfall resulting from.. the or., year, 24-hour storm; and (di) reduce the allowable peak flow rate resulting from the 1.5. 2. and 10-year, 24-hour $forma to a Vel that is less than or equal to the peak flow rate from the site s n,ng it w good forested condition, achieved through multtpliea Lion o. the forested peak flow rate by a reduction factor that in equal to the runoff volume from the site when it was in a good forested condition divided by the loft volume from tie site I. it proposed condition, and shall be felt re Wremenls for natural orchiexempt mad any now raatme capacity and v e: }octet• q - de channels defined any regulations promulgated pursuant to ¢ 621-44.1554 or 52.1-44,15,66 of the Act. For plans epp-sad ond after :uly 1. 2014. the Low rate capacity rid velocity requirementof $ 621-44,15,52 A of the Act and this ,ub... Dan ahem be satisfied by compliance with water quantity requirement in the Stormwater Management Act (5 621-44.15:24 at seq. of the Code of Virginia) eM attendant regulations, unless such land disturbing ectvnies ere in accordance with 9VAC25 57Q 1B of the Virgin. Stormwater Management Program (VSMF) Regu:ation orer exempt pursuant Lo subdivision C 7 of Q 821-441534 of the Act e. mpli,nde with the water quantity minimum standards at out i DVAC25 670 66 of the Virginia Stom-ter Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FFR APPALAEHIAN/KIIIN-AIN ARFA late. La.. v,inimun Cara Lawn Pe• A— Crwlnerclol mr Resklentlal ?00-?30 Ibs. Kentucky 31 or turf -Type IML Fescue 90-107. - Improved Per—KL Ryegrass s 1-117 - Kentucky Bluegrass Hlnh-Maintenance Laen Miol u of irree (3) up to five (5) varieties o= bluegrass rron .pproveo List ror use In Veglnia. 125 lbs. Gererml Slope (3U w as) - Kentucky 31 FesLue 128 lbs. - Red Top Orass 2 Has. - Seasonal Nurse Crops. 20 lbs. Low-Malnterionce, Slope (Steeper than 31) - Kentucky 31 les,ue ION Ibs. Red Top Grass 2 Ws.- Seasonal Nurse Crop-- 23 Lb. - C-snvetch w.. 20 d1.. Ib0 Has • Per croTkil Ryeaross it, gernlnate Faster and at lower sou tempera lures than fey: ue, the-ol, Prnvlding Inver or. er.,I- reslstance For seedbeo. as 11c. c.aconat nurse crop In occer-le. with se. ding dates os stated bale. March, April through May 15tr Annual Rye May 16th through August 15th F..taA Millet August l6tn through Sept.,Oc t. Annual Rye November through February Winter Rye w IF FI¢lpea > used, increose to 30 Its/¢Lrc. ALL legume seld must be properly I,.c.i.t.d. Weeping Lavvgr ass soy ¢Ise by Incuaded In any slope or low-raintonce mixtures during warner seeding perlodsl add 1C-20 lboocre in nixes. STONE CONSTRUCTION ENTRANCE SIDE ELEVATION w 1 INIIN,N PLAN VILW Y•�f \f \I tl�tKNr�t�t�PN:4'\t%sl'f�a Bpi=1�' �rsAsv.\r.\i:\►s,d.%I.s:d�Y.W.�r�v" �mF. 4__P7 'at�SECTION B-B ixel KA°RL sea fall wormed 9-mosk M 1W wasir ed liliwd Cans( rnr k gar Nhs JR, CONSTRUCTION OF A SILT FENCE (WITH WIRF, SUPPORT) a rosin aawirt uw; T. our. wrs lime . Io Iw wars faor -ABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS -QUICK REFERENCE FOR ALL REGIONS' Rate Ptenting Dateti Si-. m- Clbs./ar re) Sept. '. - Feb. 15 50/50 Mix of Annual Ryegr¢ss (Lcliun multi-florun) L 50 - 100 Cereol (Winter) Rye (S.d.l Cereoie) Feb 16 - Apr. 30 Anu.( Ryegrass 6C - 100 (I elilu-. mitt-FLnrun) May I - Aug 31 Gernon Mlllet 50 (S.tarii, t.b..) Seeding Seed shall be evenly applied with a broodcost seeder, tlr A., cultipacker seeder or hydroseeder, Snail groins shall ce planted n e than one Inch deep. Grasses and legumes .hail be planted Nth ro less than 1/4' soil cover. PIPE OI T Be ••Y:� ;!s he ILA, PLAN VIEW Ew II. •..w • •• •r ��•/ _ ��:•j '�iif ♦• .'♦ .ryi .%' • -� tIY .•tip sP4:`LP'.__. .. - • � w 4it �T.1 �� ;I�:jam •f .. wrawa ow lr e.M1an waata es Y,vr _� aim wa • Qllr- r coxcxt� curmr J .- I i' mllp iY!i srTxBTc APPuunoa TRL9 Yemon ar D,- PgaTCttldN ®A�PIJ^JBIL aT CJga CaSTa ,HYwC PbNeINC It. rxOMT O� Tlla 9aU,TUNr :. NOr cull. TO CAL.$ I!ICONaxM1ILNde aN ,AkAG! m AGACLM 9rNL'plla9 ANC LNed:TtLT19 ARGa • CRAYLL 9xA1L ee y00'I ,p. /. 1 act a COAai'-aaCATC. awuWcte vA. Bsrc 1•IwTg am-e TEMPORARY DIVERSION DIKE. SOURCE: VA. OSWC PLATY 3.00-1 GRAVEL AND WIRE MESH DROP INI,F.T SF,DIMF.NT FILTER irN t•-�Ti _- _�" �w)w� SPECIFIC APP11CATION THIS VETHOD OF INLET PROTECTION IS APPLICABLE WHERF HEAVY CONCENTRATED FLOWS ARF EXPECTED, BUT NOT WHERE PONDING AROUND THE FIRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE CR DAMAGE TO ADJACENT STRUCTURES AND UNPROTGC.F.D AREAS • GRAVEL WALL BE VDOT J3, #357 OR 05 COARSE ACGRFCATF. sons ld VA one P1A'E. 9.07-2 SUPER SILT FENCE Ihommex •i i iiii'iii i Da�4�400�� rf a 4 • • • O� ,i O� •BOO •* f di.�•:a_a�•ii: PERSPECTIVE, VIEW rzareme 1 1 limene CLM AT 90'rew Ihimmomme Beau. ex 1. ux. remes _d fiffi(fi Lal� • i �. TEMPORARY is �W,71WNPR •fi row a.arri m.sw .mrn.ir" rim i arose CROSS SECTION OF OUTLET eon (tea nq.; \ L / (wa a) 1 J 7_7/ / -1—I Acums- aNALt K Yam /a. Aar aR ea OUTLET (PERSPECTIVE VIEW) ��11i OpYt TUNGC-119 � sir � tic./b. 96O5 F AL DATE: *' DATE: 2 15 2019 •CAIL- N/A DNIOIiD IT: JNT PLE III. 4634T INHIBIT b OF 14 rurz. s.0 i 15-19 ---- - - ----T-------�---� + ,r-----T-------r--r-�- -,.--, Ma 74B-ro-2 ro 1 >YJ 7ia ro-s-r» . " A00YirCIJFZ Y � YISfY Al, ZQ'AD: v n - I I t.r - i EX Half r� ru AND OMLAY-� 44&9Y 70 A 4 SMK Mown l _ AligNPQ99- P®.`UIC LAP-ac 1011SYMM role w AcmmN6f w11N W011V OC roerEEr v az C Ice z V W D 0 2Z 7 F O 1a z UZ5 a a F- a 5 Q F7 24 a c x U ~ zg 0w Q moo' w = aw U Fnderllk wdw NOTES: 1. WATER LATERALS -1- IW r METERS. m L WATER METER REt;N TRAFFIC LDS J & FRE ERICK WATER HAS GRANTED A WANEt TD THE MINIMUM PIPE OIANETER FOR THE 1304/-RIM of EIOSTING r SEWER MAIN DUE TO THE GRAVTTY SLOPE 0 THAT PIPE AID THE PACT THAT NO FURTHER EXPANSION BEYOND THE ! Si PROPOSED WYE PLAN 0 CONCEIVABLE FOR THIS - , LSE DIE THE THE LOCATION OF OTHER FRD>HtlCK WATER SEWER LINES ON DOIISLE CHSRRCH _ ! ROAD. 4. No ounUDE HIVAC 1SST ETC. SIVLLL EXTEND OVER FREDERICK WATER EASEMENTS NOTES. 1. 1ISL1S PATIOS SHIONM ARE PROPOSED WI NO ROOF. 2. DEVELOPER NISI SELECT RECREATION I N TIFACOlTES AT THE THE OF CONSTRUCTION. 1 RECREATION UNIT SHALL BE ETHER OUTDOOR SON \ 1 PAVILION. PLAYGROUND. TOT LOT, OR EQLNVALENT. IN tk* rp, l PK 20 Dw~ Unl§L 111R ►� ua E 2m ME' 17 UA MM- LU RwrmMm Ukdt Req. T%11 7gvAL MOT NOTES 1. UD64 TO DAYLIGHT TO STD. EW-12 ��, _ y _. _� -'+ L CONTRACTOR TO COORDINATE LOCATION OF STOP DATE 2-15-2010 - _ . _ — _ BAR, PLACEMENT DETERMINED BY VDOT INSPECTOR SCALE I" - 20' 1110110I0l W. JNT 20 10 0 20 40 gym• 4634T — Emma SIQT 6 OF 14 SCALE: 1" = 20' 15-19 - �.T4-zsas• w 448.97• TO A slow FOM ` AWTAI Y BSA9E'iA-`0nRIM DIRSA Pa 110, i ORICH AD VA_RT,4M1 �X56$ WE WIN •PROVED MINOR COLLECTOR CO Z) 0 Z O d F- az rf)0 H as O> a —J ^�Ez UWr � U V J O 1:4 Cy Wx U o` w m Rm. N� TH Opt. 7UIGf0�08U1A� DATE. 2-15-2019 SCAM 1' =20' 0lMOlm Or. JNT 20 10 0 20 40 RE M0. 4634T SCA_E: 1' - 20' 91l 1 7 OF 14 15 19 STUDY POINT #1 TOTAL PRE-DEV DRAINAGE AREA 2.11 Acres EXISTING DRAINAGE DIVIDES STUDY POINT #1Z POST DRAINAGE AREA -- - Ih &-Weed to Stud Point _• — _ 0.36 Acres I -/ I .� 81WM Pond CIO Pond ♦� _f PROPOSED DRAINAGE DMDES -W Old Dominion d, ram+fNN a..r own...swn.nrlaa°wrrasr...arel,Jxrs„wawv� LibenYChase oraewr.trao^ ...wv r.ee :,rF�uonMr++.Fw.er�irw�wwnwsei 2/25/2018 raAa4w�a.^+rr•..°,ae�•w rtresrarx MEgw/E/•r prprrrAarrrRwr,wElrr �..° N+e•a.,Pr+rrrverwrortr,wNs,sw.eww P•NWa E.b,rw ars,4u,.rrwlAawrwArl•ea Study Poln; 1 �ww Channel Protection ErI BalarKe Eauatlon Tr.^.-eare,oNwwF.,.,.m.s..,.a,ov..+vcws..r�.ah:e.wr,Nr... tti 1YR_24HX Storm Event E.vR,•ae�Fr..sam,v..ae•. Nv..nrs rNaes Nsvgwn+f.. a.a.rdxn x .v'„+'°r•ronv` I.F. (I tFactor mprovemen Factor) equals 0.8 for sites >Sacre or 0.9 for sites<=lacrc w�,wwa.r.s"wa^r•rbMr^^ qo•,,,°,•° The allowable peak flow rate o/ ruroH from the developed site. r+..•.rvmw*^•1+'Naarcaa RVd.I°F.a The wlume of rurafffrom [he site in the developed condition. C>..-o«.,exa The peak flow rate o/ runoil from the she in the pre -developed condition TM rr.er,u.wsax..ornn+.t.w..aaa�•armws..�.w+.. rt...w RVn•_+e••e The wlume of runoff from the site in the pre-deveoped condition. mp ro.am.+w.t laaa•r NraarnNea•bwrelAbM .Iha,eF Or°_.+ The peak flow rate of nanoff from the site in a forested condition. M,,ww J eOrMM.ar°trh+AHY+w'rhhNPYreaWw,en+4/.o+rb ub!M/t�o.a+.t RV,°„„ The -lu-of—ff Iiorr- sneina(OreSted,cndlti-. a.•/' �V sn�d�wc'e �„atldMsaaasro UPaar fummvy Sn..l fNe fumrwy • Earar+rGdaS•M Site Mea 1.97 AC (•rwte'o7Jsdr a,- includrd,n—ff.olumes to determine I.F. 0.8 allowable rekase at study Mt) _ rw.r er+Y. dwarf t .NWoa, IV.-,- BI46 cf convert to arn, feet 0.187 af- Ian, c ar LANnrY ay.Wr,rFa+seerwe..Fu.°emuw raw E+nr ersa E.ry >ti §A-939 cf ArY asr CNr Dl 4rre i4/are wapAaraaNirree•r�hrar Fos n,•a®°tYa Mrs w+we..x „sa.°aw,sue �.ary wee , ,vnu.O Aarw 4rrwrrh t'--tws.bs.aw• r w/4..Mnw1 Yi OiY n! V to _ e RVw o..r�e.a cT corwert to acre�teet 0.151 af' - +.Kes.Ew.. ds ANnawa TwlpwE( ao apo u- _1__u sa fa a +•e.r avr Ea. Nrasra.aErvr re. - ___ __- __. _-. arrMrAcwlr w em 41� u oas a Brrse,sn +sa ofa RV,°„„ _ cf convert to acre Feet F0. iif• t„ r las sm° SIMlYalaNriaara N4laN mb area. we..weawtawsuarEo+wew+rrtarrr wxaMFs...• Allowable peak flow rate Wim 1.F. . e/ ewrr waawhtOrAMRaw�.rrbi,e�^iwrW. da4Y~i>s rw.s^ pN PV-,ere° Arr 1_26 cTs - La Mad IHt4 Ta ab.ew wimipmua w.a.rw.,w Fa. s.erNasH Lan T^"' Allowable peak flow rate with Forest raurwtWa4i4erAaVaa rMnrl lmnra.Hw Q....,,,.a =A. •RV_J/RVd ..a...w..^P.rrr >vwrv.+w•,Fr ^`° sea �aS.sa�r raw.°.,•+ Qd,ae„a � 145As^ s,,,,,•r Under no condition doll be greaterthan nr ar.avwrerl.+M1 Q,,,•;,,, Ow..o....°° ran shall .+. aavw.a.rr°waErww•..w4.+.M+..au.aruwa+v.a..ma Oa°.+°>° be required to be less than that calculated with the Forest equation. ^e M� am avr,„+.se.wahoco°°s.rn.a.wrawrr.rvre.Er.+weoas,rw°rsowe.a 9VAC25.870-66.83 ou^YnrErra,albAomarraesb,eww.e F.r tY.b,nr,w+..a Hw.a wbm WIIEWYAralM1�IM11 - am 7anrnl.we-a raawaesb.rt.�..p^weeNtrrryr.EN. Use Qdevebped 1.26, cis Ok y/Md°erkbo°MAw YrM1werOrw,Irrwl. V.sr,sarew ryvt >vwae afregUir.dnA.-- ~�ri~�reny it ..,P cwar,rawhs...r�+ry.., vaN.r.wArvserawr r.rWrtrtr eraret.8khr1 Actual elease rate 0.98 ch Charnel Protection R Awww' la ewiremen:Met IIIINONAt SLOPE PANES I' POPE VAw t B- 2 MOPE VCRES �_ 11 ^-� - A 11AR BAY TYPE I - 218 TYPICAL CONCRETE TRICKLE DITCH DETAIL NOT TO SCALE COMPACTED SUIKIRADE STORMWATER MANAGEMENT BERM - PROFILE NTS WATER QUALITY COMPLIANCE NOTE IN ACCORDANCE WITH THE VRGRKA STORMWATER MANAGENEYT PROGRAM [VSMP) REGULATIONS (9VAC2-,d20). CALCULATIONS AND ANALYSIS OF THE S'TE UTILIZING. THE VIRGNIA RUNOFF REDUCTION METHOD SPREADSHEET FOR FEW DEVELOPMENT HAS RESULTED IN THE REQUIRED REDUCTION TO ACHIEVE COMPLIANCE OF REMOVAL OF 133 ", THE PROJECT DISTURBED AREA IS LESS THAN 5 ACRES AF.D LESS THAN 10 Ntt POST CONSTRUCTION LOAD TO THE WATERSHED. THEREFORE THIS PROJECT FROPOSEO TO PROVIDE OFFSET OPTICNS FOR ITS CONSTRUCTION ACTIV Y. INACCORDANCE AND AS PER VRNI GI CODE S &.1-44.1535 AND 162,144.19.14 AVO VRGNA ADMINISTRATIVE CODE 9 VAC 2582D-10 ET SEC. SUBJECT PROJECT WILL PROVIDE CERTIFICATION TO BOTH DEO AND FREDERICK COUNTY PRIOR IS ISSUANCE OF LAND DISTURBANCE A AFFIDAVIT OF CREDIT SALE FOR 1.33 POUNDS OF PHOSPHORUS FROV ONE Of DEO APPROVED NUTRIENT BANK FAGLFTIES FOR FREDERICK COUNTY WITHIN THE POTOMAC WATERSHED. BMP DEBRIS CAGE WI B' PVC A r ORIFICE OST 7' %A IV CC RETE SLAB BLOCK I G]EO PEJOa EROBION YRITING B� SURFACE NORM AMEFNlNGIEEN NOR APPROVED n EQUAI aSTALL 19 PAST SIV&I BLOCK 2 — FORt FNGTH OF WER. 1D COINC WALL 3 FT 110EARTRBANK 0.5' zuflft-CONCRETE SL 150'- n FOR OUP ORIFICE GRATE 1' DIA. STEEL ROD DOWEL a 4' O C. NOTES CONNECTING THE WALL AND SLAB COMPACTED SUBGRADE 1. SEE STRUCTU AL FLANS FOR STRUCTURM DETAMS ON (BOTH PADS) WERWALL WERWAULTO BE SOAILAR70LIMFED YDOT ENDWALL DETAIL (EW I 2 ALL CONCRETE TO BE QASA AT, FOR COMPLETE NFOIWATn%SEE VDOT ROAD AND BRIOGE SIM)AROS. `OLUIE ONE. 2MI J. RENCK TOPSOIL N WERIBERM AREA PRIOR TO MN.TING BACKFILL, COMPACTION ArD CONSTRUCTION STORMWATER MANAGEMENT BERM - TYPICAL SECTION NTS z D a 0 =" Ice W tev. No. Dete SH op" U T11NeIX ADRBUSU.5 Ile, No. 29715 TONAL DATE: 2-15-2019 SCALE: V ^ 50' DESIGNED BY: JNT FILE MO. 4634T SIEET 6 OF '14 15-19 Hill Culvert Analysis Report Water Surface Profile Plot for Culvert: Culvert 1 Crossing Discharge Date Crossing - Cningg 1,=gn DDM huge - 1.0 a, Discharge Selection Method: Specify Minimum, Design, and Maximum Flow Minimum Flow: 0.7 cis teen , Design Flow 0.98 cis � Maximum Ell1.39 ds 7er 5 7a7 0 ( Table t - Summary of Culvert Flows at Crossing: Crossing t 151 nee s Hs•4.rrr EYvarion T01N 0Nei•rr9e la4) OWwf lr Dial all,705.52 Fe Dismaw N.Mom 0.As 0.70 Oa0 1 7%55 0.77 1 0.77 CLOD + lease CM 1 044 0. + .711550 a91 0a/ __ am 1 76fi.63 765 e2 as 0m __.. _ 0.00 i 16669 7667010 ,.+e +,s 0.00 + 1.73 135 tee use _1 QJICI 760 50 4m 4m om teen 7ss s ,ao , •Su•m PI Site Data - Culvert 1 Rating Curve Plot for Crosse ft: Crossing 1 Total Rating Curve Site Data Option: Culvert Invert Data Inlet Station: 0.00 ft Toes Inlet Elevation: 766.00 ft Dural Station: 130.00 It loan Outlet Elevation: 765.35 R Number of Banels: t a7• Culvert Data Summary -Culvert 1 e Barrel Shape'. Circular 3 e7a Barrel Diameter: 1.00ft Barrel Material: Smooth HDPE MS +o +s 20 25 ao 5s .o Empedr7,er,t. O.i]Oh rou' urwi>wu Barrel Mannirgs n: 0.0120 Culvert Type: Straight trial Configuration: Thin Edge Projecting TOM 2 - Culvert Summary Table: Culvert 1 W h•1 ,x. ax oas Oex cbm mile ill r 4111 all M vx ter OA eA 04A •4 O.Oe O.Nt o ].fII 2.,Y ,.� :r ter se Of• ,�wass• ,.�• • ..n j +n� T s ,a� z ,� I •O '3}N �C .m o74: • N Y]r0 esr as7 . - n m 6- a-. aM, -E71 ast 0}n O saw }m }M lab 2aN O7N � 7J41 W nisi am •ale 0 us nil ,F silly OOtni '+ia O�n OaN Oan xM• 27}, ,s ,u• ow � :iN • Full Flow Headwater elevation is below iNal imrt.-`--M��^_ e•.,aa..m Inlet Depression. None Table 3. Downstream Channel Rating Curve (Crossing: Crossing 1) Wa Surla Few (W) mEbv III) Depth 111 V•IorYY (Ns) SM•r (Prft Froude Numb. 0.70 765.51 0.7f 765.52 0.1e 0.17 2.17 2.24 - 0.05 - 0.05 Om 0m 0.84 765.53 01e 2.31 0.06 om 021 765.54 O19 2.36 0.06 Om Om 7a5.55_ - --. 0.98 785.55 0.20 0.20 om _ 0.96 _2.44 245 __.0_00 0.06 ._ 1.11 - 755.57 ,.1! 765.56 _D.22 0,23 236 2.62 am 0.07 027 097 1.25 765.58 0,23 267 0.07 OA7 1.32 765.59 0,24 2.72 1 OAS 097 t39 765,60 0.25 1 2.77 1 0.05 1 0JI7 mix Er xxm (uwvn4 Ar 00 •. 0v0x EMx xv 4m.en: hx . n cur..e u�qm: +soon N oa.•m sups: o.00so Te9tirater Channel Data -Crossing 1 .............. Taihvater Channel Option: Rectangular Channel Sodom Width: 2.00 ft Channel Slope Culvert Performance Crave Plot: Culvert 1 : Channel Manning'ss n : 0.0130 PerfomrNnce Curve Channel Inver Elevation: 765.35 ft c� Ma a�m74e Roadway Data for Crossing: Crossing 1 7 Roadway Prolee Shape. Constant Roadway Elevation a7aao Crest Length 20 00 if Creel Elevation. 768.50 it N7s Roadway Surface: Paved i 7e7o Roadway Top W idlh: 100,00111 f 7m s lee• �" Till IxrUxq IOe Hydraulic Analysis Report Project Data Project Title: 4634T Designer: Priojecl Dale: Friday. June 01. 2018 Project Units: U.S. Customary Units Notes: Channel Analysis: Channel p2 (Combined Flow) 10YR Notes: Concrete Ditch in Pond Input Parameters Channel Type. Trapezoidal Side Slope 1 (ZI): 3.00DO Will Side Slope 2 (Z2): 3.0000 fl/ll Channel Width: 2.0000 it Longitudinal Slope: 0.DO60 f M Mammng's n 0.0130 Flow: 4.5500 cis Result Parameters Depth 0.3856 tt Area of Flow: 1.2174 fl^2 Wetted Perimeter: 4.4390 tl Hydraul-c Radius. 0.2743 ft Average Velocity. 3,7374 ft/s Tap Width: 4,3138 it Froude Number. 1.2398 Critical Depth. 0,4349 0 Critical Velocity: 3.1661 file Critical Slope: 0.0038 ftlft Critical Tap Width: 4.61 If Calculated Max Shear Stress: 0.1444 Ibfft^2 Calculated Avg Shear Stress: 0.1027 lb fl"2 CONCRETE DITCH COMPUTATIONS (POND) Hydraulic Analysis Report Project Data Protea Tale 4634T Inlet Camps Designer Project Date: Fmday, June 01, 2018 Project Units. US. Cuslomaly Units Notes Curb and Gutter Analysis: Inlet Comp Notes: Gutter Input Parameters Longitudinal Slope of Road: 0.0150 hRt Cross -Slope of Pavement: 0.0200 ftA Undorri Gutter Geometry Manning's n: 0.0130 Gulf., Width: 2.0000 ft Design Flow: 2.5500 cis Gutter Result Parameters Width of Spread: 8,8177 ft Gutter Depression: O.ODOO in Area of Flow: 0.7775 ft-2 Eo (Gunter Flow to Total Fbw): 0.4968 Gutter Depth at Curb. 2.1162 in Inlet Input Parameters Intel Location: Il Sag percent Cloggng: 0.0000 % Intel Type: Curb Opening Length of Inlet: 6.0000 It Curb opening height: 5.5" in Local Depression: 2.0000 in Inlet Result Parameters Perimeter: 9.6000 ft Effective Perimeter: 9,6000 If Area: 3.75W M2 Ell-ve Area: 1,7101 ll Depth at cub face (upstream of local depression) 0.2390 R Computed Width of Spread at Sag. 11.9504 f1 Flow type: Weir Fbw Efficiency: I DDDO INLET COMPUTATIONS MODIFIED DI-31B LOCATION: Channel s1 Appendix 70-4 RIPRAP DESIGN WORK SHEET FOR STANDARD VOOT RIPRAP SIZES ONLY CHANNEL DATA 0= 2.58 cis P= 4.996 it S= 0.029 ft/ft R=A/P= 0.2 It d= 0223 It V= 2.61 fps A• 0.99 stiff Side Slope= _2 :1 DETERMINE RIPRAP SIZE Convert Side Slope to Side Slope Angle 0= 215.57' Ill=K,= 0.74 For Specific Gravity = 2.65 and Stability Factor = 1.2 D,l, = (0.001 x V')Aldo ill D. Computed= 0.06 It Note: All VDOT standard ripll (Class At through Type II) is assumed to have a ill of approximately 42' and a Specific Gravity of 2.65. Therefore, the Computed Dwshould be adjusted by the Stability Correction Factor (Cv) (if any) to derive a Final Dw. The VDOT standard class of norao with the next hieher D.. should be soedfied. Correction Factor For Stability Factor (SFI other than 1.2 (Default-1.0) From Appendix MS select SF SF= L2 Cs, = (SF/1.2)is Cv = 1 Final D50-CSF x Computed D50 - 0.06 R RIPRAP RECOMMENDATION: VDOT (Class) (Type) Class Al Thickness (T) = (2 x DSO MSDI T= 22 Inches re, VDOT RIP -RAP COMPUTATIONS @ MODIFIED DI-313 10 0 10 20 SCALE: 1" = 10' 31* 11610 Ilm LO®16191� lie So. P1715 �a TONAL DATE: 2-15-201g SCALE: AS AHOWN DESIGNED BY: JNT FILE NO. 4654T SHEET 9 OF 14 15-19 MERAL YJOd110N6 SCOPE OF WOW THE LANDSCAPE CONTRACTOR SMALL PROVIDE ALL MATERIALS, LABOR AND EOUIPMEN TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PUNS AND SPECIFICATIONS. NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HEISHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO Dt6CRFPANOES. E THERE IS A DISCREPANCY BETWEEN THE DRAW WG AND THE LIST ON THE PLANS, THE DRAINING TAKES PRECEDENCE. STANDARDS ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERNCAII NURSERY B LANDSCAPE ASSOCIATION (AHLAP"W MATERIAL MUST BE SELECTED FROM NURSERIES. THAT HAVE BEEN INSPECTED AND CERIIFED BY STATE PLAIT NSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVENOMEMCLATURE VALL BE N ACCORDANCE WITH HORTUS ■ BY L.H. BAILEY. IT B THE LANDGWE CONIRACTOR'B RESPORSDBITY TO MAD: EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECF BY THIS LANDSCAPE ARCHITECT. THE LANDSCAPE COMTRALROR WAY OFFER SUMTIIUIDMB TO THE LANDSCAPE ARCHITECT FOR HSMER COWNWATDN. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT R THERE ARE KNOWN DMSEAMIS OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTE 0 FOR A SELECTED PEST4LI W PLANT. THE CONTRACTOR NULL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARFIC ATK NS FOR ALL RECOMMENDED WBSTTUTIONB. 8116817TUTI0M: POST4E0 T 13 THE PITMT To EUNR ATE POfT-GD SUBSTITUTION& HOWEVER IN THE EVEN THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNERS EPIId8fTAT1Vf UTILITES AND LNOERGROURD FEATURES THE LANDSCAPE CONTRACTOR SMALL MOTEY UTILITY COMPANIES ANDIOR THE GENERAL CONTRACTOR N ADVANCE OF CONSTRUCTION TO LOCATE UTLfTES IF THERE B A CONFLICT WITH UTLETIES AND TIE PANTING, THE LANDSCAPE ARCHITECT SMALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PUNTING PROCESS AN COST WE TO RELOCATING AFTER PLANTNG SMALL E BORNE BY THE OWNER IF PLANTS ARE TO BE INSTALLED N AREAS THAT RIOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE 01APPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IF THEY DEEM NECESSARY, THE PLANTS SMALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CONNECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE. WARRANTY THE STANDARD WARRANTY W FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS. BOD AND ANNUALS, COMYENCNG ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL E ALNE AND N SATRSACMPFY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT M 29% DEAD OR MORE SHALL E CONSIDERED DEAD AND MUST E REPLACED AT NO CHARGE. A TREE SHALL E CONSIDERED DEAD WHEN THE MAN LEADER HAS DIED BACK, OR 25%OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL E OF THE SAME TYPE, SE AND DUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. STANDARDS A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT AMLA'S STANDARDS AND CONFORM N GENERAL TO REPRESENTATIVE SPECIES. S. BALLED AND BURLIPPED (SSBI 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS. FREE OF NOXIOUS WEEDS. THERE SHOULD E NO EXCESS SQL ON TOP M THE ROOTBALL OR AROUNDTHETRUNK 2. BALL SAES SHALL BE M ACCORDANCE WITH ARL.A STANDARDS. 3. CALIPER AND HPJGHT MEASUREMENT: N SIZE GRADING BAB MWA E TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGM. CALIPER OF THE TRUNK SHALL BE TAKEN S. ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CAMPER SUE) AND 12" ABOVE THE (,ROUND LEVEL FOR LARGER TREES. FOR MULTIPLP-TRUNK TREES, HEIGHT SPE ASUREMEKT SMALL TAKE PRECEDENCE OVER CALIPER C. CONTAINER • GROWN STOOK 1. THE SIM OF CONTAINER -GROWN SHRUBS B MEASURED BY "EIGHT AND WIDTH OF THE PLANT. CONTAINER -GROWN TREES ARE MEASURED BY THE SANE STANDARDS LISTED IN 93. ABOVE. THE ROOT SYSTEM OF CONTAINER -GROWN PLUMS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTANER 2. ALL CONETAINE R-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (IMPOUND) AND MATTED ROOTS SHALL BE TREATED N THE FOLLOIMNO YAMMER PRIOR TO PLANTING: SEPARATE THE ROOTS BY WAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES S SHRUBS N THIS SECTION N. 3. ALL CONTAINER-GRONNN POURS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLAITED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE4NCH OF RAINFALL PER WEEK. D. PRUNING SHALL BE DOME BEFORE PLANTING OR DURING THE PLANTNO OPERATION_ PRUNING DETAIL FOR TREES N THIS SECTION. C ALL PLAN MATERIAL N TRANSIT BFULL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITM THE ROOTBAL COVERED BY MULCH AND KEPT MOIST. TIMES AND SHRUBS SHOULD NOT E LEFT ON SITE UNP WRED FOR MORE THAN 24-HOURS WITHOUT ADEOXAR WATER TO INSURE ROOT SLNUVIVAL INSPECTION A. PUNTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMETY TO SPECIFICATION EOUIREMENTS AS TO QUALITY. SITE AND VARIETY. S. PLANS DAMAGED N HANOLNG OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REP ESENAT1VE C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REOUEST. PUNTING PROCEDURES FOR ALL CONTARINtOROWN TREES 3 SHRUBS A REMOVE THE PLANT EITHER r CUTTING OR SIVERTNB THE CONTAINER. B. FOR UNTREATED PLASTIC CONTANERf.1OMN RANTS WITH CIRCLING ROOTS, SEPARATE ROOTS BY HAND AND UNTANGLE ROAR THE LENGTH OF THE ROOTBALL C. PLANT SHRUSOR TREE A WNIMUM O' i OF THE HEDNT aF THE ROOTBALL ABOVE EXISTING GRADE. D. APPLY A 2 TO 3" TICK LAYER OF APPROVED HARDWOOD MULCH. IMF MULCH r AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS, E. PLANTS GROWN IN ROOT OORTANNEN BAGS MUST HAVE BAGS R910VED WRING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTMLL M NECESSARY. NOTES: I. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SgL COMPANY. 2. ALL STREET. PITERBOR AND PERIMETER TREES WILL HAVE A MULCH BED CUT UNDER THE TEE EOUAL TO IT RADRS TREE TRUNK CATEGORY 'A' FULL SCREEN BUFFER 1SS207.23.C.(1) ACCEBMOWF USE DEW6APRIM AREA ACTIVE 2r Iouwnw 18' r OPAtY R SL1YN A SBY SCREEN OR s ADJACDR 11mommim DAL IS.! FILL SCI®N WI r .t EVERGREEN TF"A RUB OPAQUE ELEMENT 3 TREES 110 LF V 113 EVERGREEN DECDUOUM TREE 14 OECWOus JTl 1n SHRUB IIGF NK-Vf ROOT RNI MOM A TREE FLANTING - VERTICAL STAKES CATEGORY 9' LANDSCAPE SCREEN BUFFER 195-M.12AE11 2S ACCESSORY USE DEVELOPMENT AREA ACTIVE SP OO O A SLACTIV! ADJAGDR IIBOBSIIAL un LANDSCAPE SCREEN J _ EKT ONLY 3 TR EVERGREEN TREE/SHRUB 3 TREES / LF EVERGREEN+113 Q DECIDUOUS TREE 113 DECIDUOUS 113 SHRUB MT S. NOTES. 1)PUUIT SYMBOLS SHOWN ON PLANS ARE "ITRATIVEN NE. ACHIALS®Q MMEAE MMBD wLISEMffL T. 21 ALL PAKTNG VIAL COFOSI WITH EC 1551D 01B OF THE PI11111111111JI 000IMY2DIII13 ODNAMC! (PAINT SELECTION, RANTING ►ROCED(W AND MAN19WNC4 31 ANY PANT SUBSTTUrIOw MUST BE APPROVED IN WASTING MT THE FlISI EACK COUNTY PANNING DEPARTMENT. W NO TREES O SHMM 90ADM RAM ON FLSR EA4LIXIS PROOLYROUD E 41QIFD*0 SA DNG WADUBHr GAPE PER COUNTY DRDWa REOMBIUOS SEC 1E.2O19 S ALL WNSGYNG SINL IN GENERAL CONFi20WRCE WITH R'DFACA ODMTYMM OIO7WNCF SEC IWM tl WDSCoV'HG REQUIREMENTS NO WWI SUFFER AM SCREENING RECIUMEN WE. S. AL BFE LIGHTING 511 C0NF(RM71) SEC'DN I0W97 OF THE FAEDERIZ COUNTY 70NG"WIDE AND SILL E DOWNCAST ND RILL WTOR. CO NOI PRUNL IERNINM OR BNANCH RPS PRUNE CON NANT LEADERS LEADER PRUNE RUWNG OR CtOS.SNG SUNGIES DO NOT STAID OR -A- TRJNK UNLESS NECESSARY 4r� NARROW IN SII MILES AND WAIE9 SPROJIS ANOLL REUOW TAGS AND LABELS CMAN OR T.E CUT A— Ai 8-0 ROPE\ RUBBER NOSE —Oh. MIN IIL UPNGIT VANES-W SFVi.PF a_NTONS-F3TFNMD TO NEAR- SOI .-OAT SNAKES EKIENOE)TD BAN BEMRNc saL 1. ANO 3rI rARALLCL WARNS UIO OUADMGS FRUNE BROKEN SRANO-ES TOP P' flAl IS TC R 2' EASING PNJAL SUC NLNS RENOTF TOP Of ORE BASNE' AWAY FROM 'BUNK III'. IIIII IIIII ..� SOL WALL ICI CONIAN WADER INC. AAD SCORE _ 1 — UNMIENCCO BAIXT41 SOIL HOLE WMIS WAIN 10 SklllE 50L NLNOY_ COIN IANLN ANU -iII- _ w FOR IM1FR DRANAu CUT GIN0.1Nc ROOTS P CONRA.NLN-GAO. OH AS UAW SAID SOIL FEOESIAL - M NOT .UCH "I AP ASP .&1 OIO D---. WAIN TALL .111 J L 2K-3I BAI DA /-� TREE 'SLANTING DETAIL IN ACCORDANCE WITH FEDERICK COUNTY ZONING ORDINANCE 156203.01 LANOMCAPNS MKRMBUMM THIS DEVELOPMENT SHALL CONFORM TO ACHIEVE THE REWIRED LANDSCAPING URD71p ORNAMENTAL LANDSCAPING IN ACCORDANCE WITH I65-M D7 A(2x.) AS FOLLOWINGS: ORNAMENTAL ADNDSCAPNO: 17 UNITE 2 TREE PER 3 UNITS T W 3.4.2 - 7 TREEM REQUIRED TOTAL TREES PIROYOED .L S SHRUBS PER S LWIS,T 3.40M 21 SHM NMSOIMED TOTAL SHTUDS PROVIDED In RESIDENTIAL SEPARATION SUPPER! EAST PROPERTY LEES On SWO - 29USE 21 311102 TRESS PER 10 Ll-17 TREES REWIRED 14 SHALL BE DECIDUOUS, N EVERDREOL W SHRUB .20 DECIDUOUS REQUIRED, M EVERGIM MOUNDED is DECIDUOUS PROVIDED, SM EVFRO PIDYDED PRIEST PROPERTY ONES (ITO-I ZMIO.29 USE 29 291 TREES PER 101P. ATREES REWIRFD 113 SHALL BE DECIDUOUS, 113 EVERGREEN, 113 SHRUB " DECIDUOUS REWIRED, w EVERGREEN R,EtMEtED 20 DECIDUOUS PROVIDED, M EVERGREEN PROVIDED OPEN SPACE CALCULATION: REQUIRED OPEN SPACE 30% 1.9713 ACRES: S • 6S3 ACRES REQUIRED I ACRES OR 0.64%PROVIDED > OPEN SPACE REQ MET (REFER TO SHEET I FOR MANAGED TURF AREA DELINEATIONS) 340 388 k R - NlrMlorr Cl`AI P I" - 3' SITE Low 92 —_ r T..IdL,..L. MINIMUM REQUIREMENTS LANDSCAPE PLANT SCHEDULE IEV SITAMCyLL SAME GmmmMNAME m"MT NMUNHWY IdAIM4 00 d.T.rw.N RIYM NSESM S� a33FIi�I R FSYPLIPMSSS QWHiSSBMS 441110.1111 w w su l a GSM. ■SERA fMIMIB GEM,1IM w wMORS wM46M FSE' SPIMO TOIL rE N TO sooldwilifis &VKW 1IM BUFFER PT PIra7000t1Hill YRIMr r1.L"IS 7 TES TOTAL O SE TMLMF� AIIw.,w SNSF 3PIrJ w.�r. N INM111MM TOTAL SI 'ag �f D.L. 'rx oIPPf TIRIG�410�1&ID� uL N. wn5 S�OMAL DATE: 'L 15 2019 I WJM& I" - 30' 1 OEw01O BY: JNT FEE MD. 4634T SRSET 10 OF 14 15-19 c i► o � M !®CAI¢ iG -d.1+E b b 1.00wdlb dAsf r Aw++. vw>A ••a a St+i NG PM01Rnb1 MLK OI.Ia1LdlrwblldSdW b.SA00Pd.dlbr.•Tb.d.dP•S•� TRAFFIC CONTROL DENCES he flS.lglNM2bd1y2M1pWw10PS.trSr27SbW y2 .STOP 9GNS SHALL BE 30'%30" RI-1 tQ nar.� FeLr (l.r.w bddbldW b.AN.L11W n.mrdlL- MrI.11d•I�dA8ryTd0101di�I��.P�dW 'STOP BARS SHALL BE 24' 10DE I H'TE =MbSbwddelAd-tAll p.bb..ddb .Iw WIN hERMOPLAS➢C —/nMw�lilrbbf.w"mill dedpr bOId RIIdWmd.ebYMWn.rdpllwbdAASHDOb IDD NO- -NT7R' SIGN TO BE R5-1 ✓rdwold amfor lwLd 0100rbtrM10�yN01.A Wbbdll�. w7MkSW*(HN EMM MA - dnr► 71rCeW.drdW pWY.. ydbRNNfLrcLpww YSrYd:WgL1.II - W& -EXACT LOCATION OF STOP SIGNS AND b.iL.T l.ilpiorilldtft daYlgwblLNLlwdbp&Poo STOP BARS TO BE FEUD CHECKED BY dWYwrT IMM(+A1S4bd1) 4LrdpWb.dwb yl-dlbLdla V00T INSPECTOR DURING INSTALLATION.ewA= nd1mwdda P0ddWb@W IN em. 1101N INFORMATION TAKEN FROM: .I..�ti 1.ommavAlftL MANUAL ON UNIFORM TRAFFIC CONTROL U. DEVICES 2003 EDITION 30-w30 " NOT 7VRI-1 THAN T - -r. G NOT LESS PHV APPROACH TOTAI, "IO.ES PER HO-R II PIabE 3-26 WAIVIANTS POP IIGhT TUN LANE TREATMENT (2-LANE MKIHWAY AADT (2CIG)= 2900 trlps I Rte 277 to Buckingham Or vclxz 2800 x 117. = 309 PHV 17 7--hones - 138 VP➢ x 117= 15 PHV 50% SEU'H BOUND, AM PHV MAKING RIGHT TURN LANE. 915 PHV CorcW.an, BASED ON CHART ABOVE, Radius Reau red , • TRA=FIC ANALYSIS s :,uloellneand fables taken Cron ITE 9th EDITION ONLY VDUT WIT (2016) V➢CT Road ➢"IDn Manual, Appendix F _ Rt-1 24z30 VOCTNOTES: 'PVIFT, Dggll FOR ENTRANCE M PREMONARY. FINAL PVIfT. DESIGN DESIGN TO = EASED ON FIELD MADRID CM VALUE'S. CONTRACTOR TO VE Y FULL DEPTH PAVEMENT ON DOUBLE CIRSICH R0. SI PRESENCE OF A VDOT SISPECTOIL THE PUNT. MENR10 SHALL GROW AT THAT POSIT. UD.4 SHALL SE PLACED IIIN E TH CURS A HSIII"iBt ALONG PROPERTY FRONTAGE AND DAYLIGHT TO Era I TYPICAL SECTION (C&G) DOUBLE CHURCH ROAD ROUTE Nut r m-LiM um coup r elrFaa SAM COURSE r BUBBABE VDOT sm. 2% 30z30 NOTES: ALL S70P U/ES AS SHOW SHALL BE 24' UK NNTE THERMOPUSTIC. S7R�T LIGHT DEDETAILS SHALL CONFORM TO COMMUNITY DESIGN S�ANDAROS ANC SHALL BE iNSTALLEO PER COUNT' REQUIREMENTS Ir J '1 OIIU l+m NA STM 1-2 11 775 7" 765 780 755 <�\ SMINu, %1'01, I , wlrrwruLwlw _ "__ rmoa.re < 3S�YF,. QWI610 E.YIIY 4'tt , nt"r. -• •� 1 .Lu—rrasrLL .. ...-.-...-..•. J Trl�i 7, rmormrlAwaL � �•� R�•�.. • b LLInLSLLaw AMLLwwAI.zLanw _ 2 I rmmcl. .Ian.aLrAooa .} OMr✓<100LIIIIr ••••• nlLc.a ILxrr .. _- .. --•. •• ".! AuarrAlLu � Ilwa.m..r ., j.. mum �lllRl•.ICL.I.L.rsvArLS LRapa) �1 - • 4� .:. ��.... L Yl!•OI1�1O14atll0i/MLwCAYY F �• •. •.'. Y a olwwwAaolILANYI! Y.III.w011a11RnwY.-O.WOIAMf1{LaLM1Y>�1.1 � ♦�LNLYNYL.AnICMrMI-YG Aa. 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'^r��'a,�F�gT \ DATE: a-ls-tole A.—rI- Me k« eonm.,�nrea n<M 4n n` rD, .r., am Ia n r.n«. t1oA SCRpr �r ralru<warw.nw«enw.4rn.rtr.nwwaarnr.d me.m<n m.,.;u er�.nr a3.r+l a.rvr <.emnt.r r„ �i / nwa.ar<r� Ia1CruN erowrwmmrrwrr3•wvr «m<mwnemx<rawrdnu nr.w.vrwer,Mr D,r 3Dwlrp uraY UAu rwnrr,N«<, L'p RJy 6CI1l.E: - N/A erw.n nrd4d midrY ro A. rtarrrrtneN, aw Nrewrrr N«;nF 3nner� pa„ wrY«<. ame.<mr u.mo w.«a rr Is,w ^)I wr r Pa.Nedw•rn rw � V) FYa DYb :`d+EW w brq WL,e Jvs 4r elrw rurL Wrr d M Wr. xmu w pmw,ere wbrY, w 4awr M.ry+ � S fCl DEBIONED BY: JNT nemr .bY.w reu.en ,qu+u wN wwo,r rn Nrr«n m.rm (Dl r�n,Ddrew,NflwwwlW in mduv.!,n w,uM+N,dwrMw•a C«.ry Sniwioo CMISYI� flrrr:n Drgrm NaylDrN OrYYy,mrWrle4®gwrlm 11t310 nll,Mrivn+vryN+pwewd Nwm. DMigMlrrwD Me+Nrmumd,d3rr <)rDr WUrYwen row,a prFod mirk, MYD«rw murex rNnr erArOtela:arm,wrraa wn+rreree+uro,rr,rt,rrrin rn,<rrr3 \ us3nrrd.w, art ngrrrrrlm xwnwdanrr �err.rn. r<araY s.na.don NmwYpelky. •e14.r.sWawmr.r - FR.E NO. 1894T n,MwdrmNrIWIM..erNdw.«k.wn..r..r.nd._rwr UTILITY PLAN zo ,o 0 . 40 MEET 12 OF 44 +� SCALE: I" - 20' 15-19 h"'tit:•T19YY� rA'rT• A A r L _T S1Q1aa.iJis.n e�'�•'FiS a" °ao''�i "a rLm 16 -______ Yae•eaa �--�'aoraaxN a � GENERAL NOTES .rx ,� x rKa ssn rrwew ms ' am,xa°•.rra.,xe �x..,x €�rowa .owra ,e NOTES:A� aa Ila w. a ,aan a m x n..m `�SS9:ilS�-Nra..w¢ e�f6•da O16sx s xas • w �`S&' �`," „,..,,�, amm;:w���c swear ®.n w a m,o le v� s .rra -: - ISOMETRIC � r°� - ' n` i••itri'�:r' x�"`n 1� iT w'�.io°. "• �A' o s ,•'•a ,ai.SOa�;, s �'O" • • . . . r _ PLAN A.... a.e - -� R. d.rr.`.'.9..a :,r mwcm. a- ::•:{a'01, L IIIIOERORGIITLETAN YMMER DETAIL cre. 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THIS WATER EERYICE CONFORMS TO iME UNIFOIM BTATEWXE rUNDING CODE Jeremy Tweedie From: Rhodes, Timothy <timothy.rhodes@vdot.virginia.gov> Sent: Friday, March 30, 2018 10:33 AM To: Randy Kepler Cc: John Bishop (jbishop@co.frederick.va.us)"John Bishop; Rhonda (VDOT); P.E. (VDOT); Clifton M. (VDOT); Tyler Klein; Jeremy Tweedie Subject: Liberty Chase 17 Lot Townhouse Site Plan Review DEPARTMENT OF TRANSPORTATION Staunton/Edinburg Land Development 14031 Old Valley Pike Edinburg, VA 22824 Randy, We have completed our review of the revised site plan dated March 8, 2018. We have no objection to the proposed site plan. Please send signature copies to this office for final VDOT review/ Approval. Thank You, Timothy Rhodes VDOT—Land Development Engineer Clarke, Frederick, Shenandoah & Warren Counties 14031 Old Valley Pike Edinburg, VA. 22824 (540)-984-5630 Pam Deeter To: Robert Wells; Roger Thomas; Robert Molden (ipad) Subject: Site Plan Approval #23-18 Liberty Chase Attachments: Approval Ltr - SP# 23-18 Liberty Chase Subdivision .docx Good afternoon, Please find attached a site plan #23-18 Liberty Chase approval from Mr. Klein which is in your magisterial district. If you have any questions, please contact Mr. Klein. Pam Deeter, Secretary II Dept. Planning & Development 107 N. Kent St. Suite 202 540-665-5651 pdeeter@fcva.us Pam Deeter From: Microsoft Outlook To: kscott@fcva.us Sent: Thursday, April 25, 2019 3:13 PM Subject: Delivered: Site Plan Approval #23-18 Liberty Chase Your message has been delivered to the following recipients: kscottC-Ofcva.us Subject: Site Plan Approval #23-18 Liberty Chase Pam Deeter From: Microsoft Outlook To: Robert Wells Sent: Thursday, April 25, 2019 3:13 PM Subject: Delivered: Site Plan Approval #23-18 Liberty Chase Your message has been delivered to the following recipients: Robert Wells (rwells(&fcva.us) Subject: Site Plan Approval #23-18 Liberty Chase Pam Deeter From: Microsoft Outlook To: Roger Thomas Sent: Thursday, April 25, 2019 3:13 PM Subject: Relayed: Site Plan Approval #23-18 Liberty Chase Delivery to these recipients or groups is complete, but no delivery notification was sent by the destination server: Roger Thomas (Roger. L.Thomas(&usace.army.mil) Subject: Site Plan Approval #23-18 Liberty Chase 0; 1 1-:1- : - 0 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 April 25, 2019 Jeremy Tweedie Greenway Engineering, Inc. 151 Windy Hill Lane Winchester, VA 22602 Re: Approval for Site Plan #23-18, Liberty Chase —17 lot Townhouse Subdivision Property Identification Number (PIN): 75-A-58 & 75-A-59 Dear Mr. Tweedie: The above -referenced site plan was approved on April 25, 2019. The site plan is approved for the development of 17 single-family attached (SFA) lots townhomes and a private street (Stella Court) in the RP (Residential Performance) Zoning District in the Opequon Magisterial District. The site plan also includes landscaping and screening elements, stormwater management, and amenities for residents. All requirements of the Frederick County Zoning & Subdivision Ordinance have been met in the approved site plan, including review agency comments from all relevant review agencies. Attached are three (3) copies of the approved site plan by the Zoning Administrator. Please forward these copies to the appropriate representative(s). Furthermore, advise the owner(s) that a copy should be kept for future reference, and an approved copy must be kept on the construction site throughout the development process. Once site development is complete, the owner(s) should contact this office to schedule an on -site inspection. Do not hesitate to contact me if you have any questions or concerns. Sincerely, M. Tyler Klein, AICP Senior Planner MTK/pd Attachments cc: Robert W. Wells, Opequon District Supervisor Roger Thomas and Robbie Molden, Opequon District Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue Kenneth Scott, Frederick County Fire & Rescue (email) 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 0 0 SITE PLAN (SUBDIVISION) #23-18 LIBERTY CHASE —17 Lot Townhouse Subdivision Staff Report for the Planning Commission Prepared: March 26, 2019 Staff Contact: M. Tyler Klein, AICP, Senior Planner This report is prepared by the Frederick County Planning Staff to provide information to the Planning Commission and the Board of Supervisors to assist in the review of this. application. It may also be useful to others interested in this zoning matter. Reviewed Action Planning Commission: 04/03/19 Information/Discussion Board of Supervisors: 04/24/19, Inforination/Discussion LOCATION: Double Church Road (Route 641) generally north of Fairfax Pike (Route 277) MAGISTERIAL DISTRICT: Opequon PROPERTY ID NUMBER: 75-A-58 & 75-A-59 PROPERTY ZONING & PRESENT USE: RP (Residential Performance) — Vacant ADJOINING PROPERTY ZONING & USE: North: RP (Residential Performance) Use: Residential (Townhomes) South: RP Use: Residential/Open Space/Double Church Road East: RP Use: Residential (Single -Family Home) West: RP Use: Residential (Single -Family Home) EXECUTIVE SUMMARY: This Application is for a subdivision design plan for seventeen (17) single-family attached (townhouse) units with a minimum lot size of +/-1,850 square feet planned to be constructed on +/-1.97-acres of land zoned RP (Residential Performance) District. The proposed subdivision lots will be accessed from Double Church Road (Route 641) via a private internal road (Stella Court). This subject property is located within the limits of the Urban Development Area (UDA) and the Sewer Water Service Area (SWSA). The 2035 Frederick County Comprehensive Policy Plan also shows this property with a residential land use designation. The Applicant also previously received a waiver of the Master Development Plan (MDP) requirement on July 10, 2017 and has chosen to process a subdivision design plan (site plan) in lieu of the MDP. When processing a subdivision design plan in lieu of the MDP, the Application must be presented to the Planning Commission and the Board of Supervisors as an informational item. Following its presentation to the Planning Commnission and the Board of Supervisors, Staff will proceed with approval of the plan. This Application is presented for information; no action is necessary. 0 Page 2 Site Plan (Subdivision) #23-18, Liberty Chase — 17 Lot Townhouse Subdivision March 26, 2018 SUBDIVISION SPECIFICS: Subdivision of 1.97+/- acres into seventeen (17) single-family (townhouse) lots with a minimum lot size of +/-1,840 square feet (SF). REVIEW AGENCY COMMENTS: Virginia Department of Transportation: See comment letter dated March 30, 2018. Frederick County Fire Marshall: Approved. See comment letter dated February 14, 2018. Building Inspections: See comment letter dated May 11, 2018. Frederick County Public Works: Upon review of the revised site plan dated February 15, 2019, we recommend approval of the subject plan. See comment letter dated March 8, 2019. Parks and Recreation: See comment letter dated April 10, 2018. GIS: Stella Court is approved for use in Liberty Chase Subdivision. See comment letter dated May 21, 2018. Frederick Water: See comment letter dated April 28, 2018. Frederick County Public Schools: See comment letter dated April 11, 2018. Planning & Development: The Subdivision Ordinance requires that land divisions in the RP (Residential Performance) Zoning District, without an approved Master Development Plan (MDP) be presented to the Planning Commission and Board of Supervisors (Chapter 144-12E). The MDP requirement may be waived under Section 165-801.03A(5) of the Frederick County Zoning Ordinance if the Applicant chooses to process a design plan in lieu of MDP: An MDP may also be waived if the Applicant chooses to process a site plan in lieu of an MDP. The site plan must contain all information generally required on an MDP and a site plan. Once the site plan is in an administratively approvable form, the plan will be presented to the Planning Commission and the Board of Supervisors per §165-801.06. This Application is for a subdivision design plan for seventeen (17) single-family attached (townhouse) units to be constructed on +/-1.97-acres acres of land zoned RP (Residential Performance) District (or 8.62 dwelling units/acre). The proposed subdivision will be accessed from Double Church (Route 641) via a private internal road (Stella Court). This subject property is located within the limits of the Urban Development Area (UDA) and the Sewer Water Service 0 0 Page 3 Site Plan (Subdivision) #23-18, Liberty Chase — 17 Lot Townhouse Subdivision March 26, 2018 Area (SWSA). The 2035 Frederick County Comprehensive Polices also shows this property with a residential land use designation. The Applicant also provides 25-foot wide right-of-way dedication for the future condition of Double Church Road (State Route 641) as a four -lane divided major collector roadway (as specified in the 2035 Comprehensive Plan), a 5-foot wide sidewalk for inter -parcel pedestrian connectivity, internal sidewalks and the required recreational amenities (to -be -determined at the time of construction) in the form of an outdoor pavilion, playground, tot lot, or equivalent. Further, the Applicant is providing the required buffering and screening from adjacent properties and roadways. The Applicant previously received a waiver of the Master Development Plan (MDP) requirement on July 10, 2017 and has chosen to process a subdivision design plan (site plan) in lieu of the MDP. When processing a subdivision design plan in lieu of the MDP, the Application must be presented to the Plamling Commission and the Board of Supervisors as an informational item. Following its presentation to the Planning Cornrnission and the Board of Supervisors, Staff will proceed with approval of the plan. STAFF CONCLUSIONS FOR THE 04/03/19 PLANNING COMMISSION MEETING: This proposed subdivision, Liberty Chase, meets the requirements of the Frederick County Zoning and Subdivision Ordinances and is in a form that it is administratively approvable. All of the issues brought forth by the Planning Conunission should be appropriately addressed by the Applicant. This is being presented as an informational item and following its presentation to the Planning Commission and the Board of Supervisors, Staff will proceed with approval of the plan. This application is presented for information; no action is necessary. OLL•DR CARROLL_DR• 7 x CARROLL DR - CA RROLL DR 504. CARROLL DR 500 ' CARROLL DR 301 DOU5,E �.CHURCH RD 223 ' BRUNSWICK RD �40 _ 225 BRUNSWICK RD 221 % BRUNSWICK RD 217 \� 219 'BRUNSWICK RD BRUNSWICK RD 215 BRUNSWICK RD t 213 BRUNSWICK RD •211 BRUNSWICK RD P07 209 ' BRUNSWICK RD BRUNSWICK RD \ 203 BRUNSWICK RD 205 BRUNSWICK RD BRUNSWICK7R D C1f 4iZSP UCJ 75 A 59 QW Now,/ BRUNSWICK RD 206 ^ _ BRUNSWICK RD '' % 1•' 202 ' BRUNSN \ BRUNSWICK RD 132 200* BRUNSWI BRUNSWICK RD t 1381s" BRUNSWICK RD 134 140- BRUNSWII BRUNSWICK RD1 r 100 WARREN CIR 102 WARRED, CIF 1 104 WARREN <-1R 106 WARREN CIR ` 108 WARREN CIR, 110 WARREN CIR 112 WARREN CIR I118. I 116 WARREN CIR.: y 329 120 WARREN CIR� _ >•1.' ^- F HARMONPL�'•' /x� -DOUBLE WARREN;CIR CHURCH RD , w -322WARREN iAURE �� 24 _ •-�," CHURCH RD WARREN CIP 126 - WARREN - ��"" CIR 728 WARREN .. __ CIE 125 332� HARMON RE UBLE %�C RD , �81 342 DOUBLE , / i �/ CHURCH D 126 334 \ l \ UBLE ARMON RE CHURCH RD ^ . ANTHEM ' ,`•`��� O E May 31, 2018 Mr. Jeremy Tweedie Greenway Engineering, Inc. 151 Windy Hill Lane Winchester, Virginia 22601 RE: Site Plan Comments — Liberty Chase Dear Mr. Tweedie: COUNTY of 1C''I[�la ,1B1El��If�;]I - � rnw�azM;Rzaa:ait s.�u,:n:.�suz:�t Department of Public Works 540/ 665-5643 FAX: 540/ 6'76..06t32 Upon review of the subject site plan dated April 25, 2018, we offer the following comments: 1. Label the proposed contours on the grading plan. 2. Provide a storm profile for the proposed storm pipes and ensure that 2-feet of cover is maintained above the pipe. 3. Provide a storm drain easement for the proposed storm pipe. 4. Add the nutrient credit letter of availability to the plans. Nutrient credits should be from the same tributary, same or adjacent HUC or within the Potomac Watershed should there be no available credits within same or adjacent HUC. 5. Provide riprap computations for each outfall. Show and label the riprap size and dimensions on the grading plan. 6. Reconcile the SWM routings with the weir wall detail: a. The 8' weir (top of the wall) isn't modeled in the routings b. The routings indicate a 2.5' wide weir opening. c. The detail lists the 100-year W.S.E as 765-95 while the routings show it as 766.15. 7. Reconcile the inflow area listed in the routings (1.96 AC) with the area shown on the • drainage map (1.70 acres). 8. Show the specific impervious area(s) of rooftop disconnection. Please note that rooftop disconnection is limited to 1,000 SF per disconnection. 107 North Kent Street, Second Floor, Suite 200 - Winchester, Virginia 22601-5000 - d Site Plan Comments _ Liberty Chase Page 2 May 31, 2018 9. Identify on the plans the disconnection flow path for each disconnection. Please note that each flow path must be a minimum of 40-feet in length and less than 2% slope. 10. Correct the 771 contour at the intersection of Stella Court and Double Church Road. 11. Provide a 2% slope on the bottom of the pond to prevent standing water. 12. List the driveway slopes on the grading plan. Please note that building code requires a minimum 2% driveway slope (see Lots 1, 8, 16, 17). 13. Correct the scale of the utility profiles on Sheet 15. Once these comments are addressed, submit a copy of the revised plan for further review. Joseph W. Johnson, P.E. Civil Engineer JCW/kco Sincerely, Joe C. Wilder Director of Public Works r 0 Date Received 2/1412018 Frederick County Department of Fh-e and Rescue Office of the Fire Marshal 1080 Coverstone Drim Winchester, VA 22602 (540) 665-6350 Pax: (540) 678-4739 Einaii: fMoC_Wfha.us Plan review & Comments Plan!Permit Type Site Plan 02-14-18 Name Liberty Chase Town hames Address Double Church RD Project Name Applicant Name & Number RE## Permit Number Emergency Vehicle Access: Hydrant Location: Siamese Location. - Fire Lanes Required: Plan Approval Status Townhouse Subdivision Stephens City Greenway Engineering 540-662-4186 Ad ate Inadequate N/A Ade to Inadequate N/A Adequate Inadequate YA Yes No NIA Approve Comments Areas hi lighted in orange shall have No Parking Fire Lane signs installed Areas hi lighted in yellow shall be striped in yellow Signatur " Reviewed By: Kenneth Scott, Jr. Date Reviewed 211612018 VA 22666 0Frede*Rck County Publ%chools pto ensure all students an excellent education K. Wayne Lee, Jr. ALEP, LEED AP a Coordinator of Planning and Development e leew@fcpskl2.net April 11, 2018 Mr. Jeremy Tweedie Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 Re: Liberty Chase Site Plan Application Dear Mr. Tweedie: Frederick County Public Schools has reviewed the Liberty Chase site plan application submitted to us on March 27, 2018. We offer the following comments: The cumulative impact of this development and other developments in Frederick County will require construction of new schools and support facilities to accommodate increased student enrollment. This development proposal includes 17 single-family attached units. We estimate that this development will house 4 students: I high school student, 1 middle school student, and 2 elementary school students. In order to properly serve these additional students, Frederick County Public Schools would spend an estimated $50,000 more per year in operating costs (or $2,941 average per unit per year) and an estimated $183,000 in one-time capital expenditures (or $10,765 average per unit). You will find, attached to this letter, a more detailed assessment of the estimated impact of Liberty Chase on FOPS, including attendance zone information. 2. It is noted that Stella Court will be a private road. As our buses don't travel down private roads, students who live in Liberty Chase will need to walk to a bus stop located on a public street at a location designated by our Transportation Department. Please feel free to contact me at leewAfcpskl2.net or 540-662-3888 x88249 if you have any questions or comments. Sincerely, o - -k K. Wayne Lee, Jr., ALEP, LEED AP Coordinator of Planning and Development attachment cc: Dr. David Sovine, Superintendent of Schools Mr. Albert Orndorff, Assistant Superintendent for Administration Mr. John Grubbs, Transportation Director Mrs. Beth Brown, Supervisor of Driver Operations 1415 Amherst Street www.frederick.kl2.va.us 540-662-3889 Ext. 88249 P.O. Box 3508 Winchester, Virginia 22604-2546 • 9 Tyler Klein From: Rhodes, Timothy (VDOT) <Timothy.Rhodes@vdot.virginia.gov> Sent: Wednesday, March 07, 2018 10:10 AM To: 'Randy Kepler' Cc: John Bishop; Funkhouser, Rhonda (VDOT); Smith, Matthew, P.E. (VDOT); Balderson, Clifton M. (VDOT); Tyler Klein; 'Jeremy Tweedie' Subject: Freedom Crossing 7 Lot Townhomes Site Plan Review Comments DEPARTMENT OF TRANSPORTATION Staunton/Edinburg Land Development 14031 Old Valley Pike Edinburg, VA 22824 Randy, A VDOT review has been conducted on the Liberty Chase 17 Lot Townhouse Site Plan dated February 12, 2018. We offer the following comments: • Multiple notes on the plan sheets overlap one another making them non legible. Please revise. • The Staunton District trip rate used for townhomes is 8.145. Please show this trip rate on plans. • Please identify the CG-12 type. (A,B,C) • In plan view, please include placement of UD-4 as well as the outfall to the EW-12. • The typical section shows the proposed right-of-way at 25' and the plan view shows the proposed right-of-way at 27'. Please correct discrepancy. • Plan sheets 6, 10 and 11 note the existing ditch at the west end of the property to remain in a curb and gutter area. Please remove the note as the CG-6 extends to the property line. • Please provide the distance to the nearest intersection in each direction. • Please provide the line of sight, sight distance triangles in each direction. • Please note the location of the stop bar to be determined by VDOT inspector. • In plan view, please show the limits of mill and overlay extending through the adjacent travel lane per VDOT WP-2 Standard Detail. • Please add a note to the wet tap for the water line that pavement restoration to be in accordance with VDOT LUP CC, open cut pavement restoration. The LUP-OC Detail is to be included in the plan set. Please provide a resolution for the above comments by sending two sets of revised drawings, a comment response letter, and highlighted plan showing changes, as well as one digital copy of the plans. Should you have any questions, please feel free to contact me. Thank You, i 0 • Timothy Rhodes VDOT—Land Development Engineer Clarke, Frederick, Shenandoah & Warren Counties 14031 Old Valley Pike Edinburg, VA. 22824 (540)-984-5630 Jeremy Tweedie From: Rhodes, Timothy <timothy.rhodes@vdot.virginia.gov> Sent: Friday, March 30, 2018 10:33 AM To: Randy Kepler Cc: John Bishop Qbishop@co.frederick.va.us)"John Bishop; Rhonda (VDOT); P.E. (VDOT); Clifton M. (VDOT); Tyler Klein; Jeremy Tweedie Subject: Liberty Chase 17 Lot Townhouse Site Plan Review DEPARTMENT OF TRANSPORTATION Staunton/Edinburg Land Development 14031 Old Valley Pike Edinburg, VA 22824 Randy, We have completed our review of the revised site plan dated March 8, 2018. We have no objection to the proposed site plan. Please send signature copies to this office for final VDOT review/ Approval. Thank You, Timothy Rhodes VDOT—Land Development Engineer Clarke, Frederick, Shenandoah & Warren Counties 14031 Old Valley Pike Edinburg, VA. 22824 (540)-984-5630 a REQUEST FOR SITE PLAN C.UII•l YIENTS ft Frederick County Fire Marshal Comment Arian to: Hand deliver to: Frederick County Fire Nfan -hal Public Salety Building Attn: Fine Marshal 1080 Coverstone Drive 1800 Cove stone Drive Wnwhester, Virginia 22002 Winchester. Virginia 22602 Phone: (540) 665-6350 -4: r VLaaF . Applicant: It is your responsibility to complete this form as accurntely as possible in order to assist the a gency with their review. Please attach two (2) copies of the Site Ph9n with this sheet. Applicant's N}Ime. G-es-nay engincoring Inc Xlaiiing Address: '.511VindyHH1Lang 4P inc"iester VA. 22601 Name of development andlor description of the request: I iberw Ch',t,g . T 1 0T TCWNH0VGF 8t_J0IJIGI0N Location of Propeirty: Dcuhie Cixjrch Road SDep^ens City. VA 22655 Fire Mahal Comment,,: Telephone. 540 662 4165 -FREDEMCK COUNTY FIRE MARSHAL USE Otil..Y- Date Received Rcvic%v Number 1 2 3 4 5 (circle one) Date Revle ed Revision Required DaIc Approk cd -- -- sianature d Date. — _. .. _.. . ... .. .......Y .K�._ —..—Ley_�_.._..._.___+w_..._�.+�_�...._..........._..'_..—..._.__..__.... * Plensc Return Form to Applicant""' 20 R%Ct`;,t. cu 14 YAN 111 to Frederick County Department of Fire and Rescue Duce of the Fire Marshal 1080 Coverstone Dritim Ltrnehesier, VA 22602 (540) 665-6350 Fax: (540) 678-4739 Efllail: film (-Wfcva. us Plan Review & Comments Date Received 211412018 Plan/Permit Type Site Plan 02-14.18 Name Liberty Chase Townhomes Address Double Church RD Project Name Applicant Name & Number RE## Permit Number Emergency Vehicle Access: Hydrant Location, Siamese Location: Fire Lanes Required, Plan Approval Status Townhouse Subdivision Stephens City Greenway Engineering 540-662-4185 Ad cq1ja#te Inadequate NIA Ade to Inadequate N!A Adequate Inadequate Y Y No NIA Approve Comments Areas hi lighted in orange shall have No Parking Fire Lane signs installed Areas hi lighted in yellow shall be striped in yellow Signatur _ Reviewed By, enneth Scott, Jr. Date Reviewed 211 W2018 VA 22656 row-1 L_.A.A ft REQUEST FOR SITE 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, 2nd Floor Winchester, Virginia 22601 Phone: (540) 665-5650 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 Site Plan with this sheet. Applicant's Name: Greenway Engineering Inc. Mailing Address: 151 `windy HM Lane Winchester VA, 22601 Name of development and/or description of the request: Liberty Chase • 17 LOT TOWNHOUSE SUDIVISION Location of Property: Doubte Church Rcad Stephens City. VA 22655 Inspections Department Comments: Telephone: 110.662•4185 r -FREDERICK COUNTY INSPECTIONS DEPARTMENT USE ONLY - Date Received 3h;t 7 / Review Numbcr6 2 3 4 5 (circle one) Date Reviewed / ) 5- Revision Required otl'c /Date Approved rJ _ �l,h Signature & Date: 9' / �/% /4L L ZI 0,1 h x ** Please Return Form to Applicant** RECEIVED 18 MAY I 1 2018 GREENWAY ENGINEERING M ft Project shall comply with The Virginia Uniform Statewide Building Code (USBC). Dwellings (R-5) shall comply with The Virginia Residential 2012 Codes. Other Codes that apply are the 2009 ANSI Al 17.1-09 Accessible and Usable Buildings and Facilities and the 2012 Virginia Energy Code Dwellings (townhouses) shall be separated as required for per Section R 302.2. All recreational facilities shall be provided with an accessible route. sidewalk provided to recreational area. Walkway shall not exceed 5%. Engineer Design required on all foundations and/or slabs with greater than 8" fill or 24" clean sand/gravel. Engineer design may be required under R610 for windbracing requirements Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the top elevation of the upstream man hole cover. Storm water drains, if higher than the basement finished floor, may require additional engineering of the foundation Grade shall be sloped away from foundations a min 6" in 10. Site plan approved pending receipt of geotechnical soil investigation as required. S:1Site Plan comments120121Residential,Liberty Chase.doc 0 I March 8, 2019 Mr. Jeremy Tweedie Greenway Engineering, Inc. 151 Windy Hill Lane Winchester, Virginia 22601 RE: Revised Site Plan Comments — Liberty Chase Dear Mr. Tweedie: COUNTY of FREDERICK Department of Public Works 5401665-5643 FAX: 540/ 678-0682 Upon review of the revised site plan dated February 15, 2019, we recommend approval of the subject plan. Joseph W. Johnson, P.E. Civil Engineer JCW/kco cc: Planning and Development file Sincerely, Joe C. Wilder Director of Public Works 107 North Kent Street, Second Floor, Suite 200 • Winchester, Virginia 22601-5000 M ft REQUEST FOR SITE PLAN COMMENTS Frederick County Parks and Recreation Comment Mail to: 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) copy of the Site Plan with this sheet. Applicants Name: Greenway Engineering Inc. Mailing Address: 151 Windy Hill Lane Winchester VA, 22601 Name of development and/or description of the request: Liberty Chase - 17 LOT TOWNHOUSE SUDIVISION Location of Property: Double Church Road Stephens City, VA 22655 Parks and Recreation Comments: Telephone: 540.662.4185 .42 -FREDERICK COUNTY PARKS AND RECREATION USE ONLY - Date Received _— _--- _ _ _ Review Number 1 2 3 4 5 (circle one) Date Re%sewed Revision Required �{ . � Date Approved Signature & Date: ** Please Return Form to Applicant** 1 22 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, 1" 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) copies of the Subdivision Design Plan with this sheet. Applicant's Name: Greenway Engineering Telephone: 540-662-4185 Mailing Address: Greenway Engineering 151 Windy Hill Ln Winchester VA 22602 Name of development and/or description of the request: Liberty Chase - 17 Lot Townhouse Subdivision Location of Property: Double Church Rd, Stephens City VA, 22655 GIS Manager Comments: Stella Court is approved for use in Liberty Chase Subdivision Date Received Mar 27, 2018 Date Reviewed May 18, 2018 Revision Required NO Signature & Date: -GIS MANAGER USE ONLY - Review Number 1 2 3 4 5 (circle one) Date Approved 1 Z ////-1 ** Please Return Form to Applicant** 17 FREDERICK WATER ft FREDERICK WATER SITE PLAN REVIEW COMMENTS PO Box 1877, Winchester, VA 22604-8377 315 Tasker Road, Stephens City, VA 22655 Project I-Twv UAS9 540.868.1061 voice 540.868.1429 fax ApplicantY�N�' t T REVIEW STATUS attention ,fw mf review number G correct & resubmit approved as noted number of items to be corrected prove You may submit just cover sheet and the revised sheets. DRAWINGS send me by 1. print of sheets All 2. two CDs: each disc shall contain the following plan sheets] 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 shall be in DWG format; (1) in Model Space, (2) in state plane coordinate system NAD 83, (3) 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 ('Y V N A copy of the recorded onsite FW easement(s) is/are required. �Y 0A copy of the recorded offsite FW easement(s) is/are required. The easement document shall contain a plat and both shall be signed by the Frederick Water. o The Frederick Water requires specific language in its deed of easement. o Visit our website www.frederickwater.com to obtain a copy of the form. o A copy of the recorded deed(s) of easement shall be received before service will be authorized. OTHER Y(N This project also requires DEQ - Valley Region Office approval. Y Q This project also requires VDH - Lexington Field Office approval. This project also requires VDH - Lexington Field Office - Project Summary Report. BY DATE FOR DRAWINGS ABOVE, see VDH website for form Y 0 This project has a sewer pump station that FW will own. Title to the pump station site shall be granted to the Frederick Water 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 FW approved O & M manual are required. These documents must be received before service will be authorized. (4) Work cannot commence that would connect to FW facilities or require FW inspections until the contract is returned J t thi s office. � �j�/ Date: (__�� �` r Earl W. Wiley - Engi Bering Assistant JAN' 18 REQUEST FOR SITE PLAIN COi1LMENTS Frederick County Fire Marshal Comment Mail to: Hand deliver to: Frederick County Fire Marshal Public Safety Building Atin: Fire Marshal 1080 Coverstone Drive 1800 Coverstone Dn-ve Winchester, Virginia 22602 Winchester. Virginia 22602 Pllone: (540) 665-6350 Applicant: It is your resporisibility to complete this form as accurately as possible iti order to assist the agency with their review. Please attach Iwo (2) copies Of the Site Plart with this sheet. Applicmt's Mime. G•es--nay Fnginuoring Inc tilailing Address: 5? VimclyHiA Lean Wirciester VA. 22601 Name of development andior description of the request: I iIjcrty Ch,i,e i 7 1 0T T0AN1HOUSF sr niVIs10N Location of Property: Double Church Road Stepr-esa Clty. VA 22W Fire Marshal Comment,,: Telephone. 510 sV a7s5 -FIM)F.RIC:K COUNTY FIRF. MARSHAL USE ONLY - Date Received krview Ntanber 1 2 3 4 5 (circte one) Date ReviQxed Revision Requircci _- /7 Date Approved Sicnactnre & Date: x* I'lease Return Forut to Applicant" 20 RCCE o 'Lu 14 't�i8 • 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, 1 s` 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) copies of the Subdivision Design Plan with this sheet Applicant's Name: Greenway Engineering Telephone: 540-662-4185 Mailing Address: Greenway Engineering 151 Windy Hill Ln Winchester VA 22602 Name of development and/or description of the request: Liberty Chase - 17 Lot Townhouse Subdivision Location of Property: Double Church Rd, Stephens City VA, 22655 GIS Manager Comments: Stella Court is approved for use in Liberty Chase Subdivision -GIS MANAGER USE ONLY - Date Received Mar 27, 2018 Review Number 1 2 3 4 5 (circle one) Date Reviewed May 18, 2018 Revision Required NO Date Approved ( Z 111, Signature & Date: ** Please Return Form to Applicant** 17 • • REQUEST FOR SITE 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, 2rld Floor Winchester, Virginia 22601 Phone: (540) 665-5650 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 Site Plan with this sheet. Applicants Name: Greenway Engineering Inc. Mailing Address: 151 Windy Wit Lane Winchester VA, 22601 Name of development and/or description of the request: Liberty Chase - 17 LOT TOWNHOUSE SUDIVISION Location of Property: Double Church Road Stephens City. VA 22655 Inspections Department Comments: Telephone: 541-662-4185 '12 -FREDERICK COUNTY INSPECTIONS DEPARTMENT USE ONLY- i Date Received 3.%c37 Review Number 2 3 4 5 (circle one) Date Reviewed 5111 ZI Revision Required Date Approved 67 �l t h S Signature & Date: ** Please Return Form to Applicant** RECEIVED MAY 112018 is GREENWAY ENGINEERING L� 0 Project shall comply with The Virginia Uniform Statewide Building Code (USBC). Dwellings (R.-5) shall comply with The Virginia Residential 2012 Codes. Other Codes that apply are the 2009 ANSI Al 17.1-09 Accessible and Usable Buildings and Facilities and the 2012 Virginia Energy Code Dwellings (townhouses) shall be separated as required for per Section R 302.2. All recreational facilities shall be provided with an accessible route. sidewalk provided to recreational area. Walkway shall not exceed 5%. Engineer Design required on all foundations and/or slabs with greater than 8" fill or 24" clean sand/gravel. Engineer design may be required under R610 for windbracing requirements Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the top elevation of the upstream man hole cover. Storm water drains, if higher than the basement finished floor, may require additional engineering of the foundation Grade shall be sloped away from foundations a min 6" in 10'. Site plan approved pending receipt of geotechnical soil investigation as required. S:1Site Plan comments120121Residential,Liberty Chase.doc REQUEST FOR SITE PLAN COMMENTS Frederick County Parks and Recreation Comment Mail to: Frederick County Department of Parks & Recreation 107 North Kent Street Winchester, Virginia 22601 Hand deliver to: 107 North Kent Street Second Floor 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 l I 1 cope of the Site Plan with this sheet. Applicant's Name: Greenway Engineering Inc. Mailing Address: 151 Windy Hill Lane Winchester VA, 22601 Name of development and/or description of the request: Liberty Chase - 17 LOT TOWNHOUSE SUDIVISION Location of Property: Double Church Road Stephens City, VA 22655 Parks and Recreation Comments: Telephone: 54 0-662-4165 -FREDERICK COUNTY PARKS AND RECREATION USE ONLY - Date Received _ _ _ Review Number 1 2 3 4 5 (circle one) Date Reviewed _ Revision Required _ Date Approved Signature & Date: ** Please Return Form to Applicant** 22 0FredeRck County Publiftchools ... to ensure all students an excellent education K. Wayne Lee, Jr. ALEP, LEED AP . Coordinator of Planning and Development . leew@fcpsk12.net April 11, 2018 Mr. Jeremy Tweedie Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 Re: Liberty Chase Site Plan Application Dear Mr. Tweedie: Frederick County Public Schools has reviewed the Liberty Chase site plan application submitted to us on March 27, 2018. We offer the following comments: The cumulative impact of this development and other developments in Frederick County will require construction of new schools and support facilities to accommodate increased student enrollment. This development proposal includes 17 single-family attached units. We estimate that this development will house 4 students: 1 high school student, 1 middle school student, and 2 elementary school students. In order to properly serve these additional students, Frederick County Public Schools would spend an estimated $50,000 more per year in operating costs (or $2,941 average per unit per year) and an estimated $183,000 in one-time capital expenditures (or $10,765 average per unit). You will find, attached to this letter, a more detailed assessment of the estimated impact of Liberty Chase on FCPS, including attendance zone information. 2. It is noted that Stella Court will be a private road. As our buses don't travel down private roads, students who live in Liberty Chase will need to walk to a bus stop located on a public street at a location designated by our Transportation Department. Please feel free to contact me at leew(aifcpskl2.net or 540-662-3888 x88249 if you have any questions or comments. Sincerely, ui�_-k K. Wayne Lee, Jr., ALEP, LEED AP Coordinator of Planning and Development attachment cc: Dr. David Sovine, Superintendent of Schools Mr. Albert Orndorff, Assistant Superintendent for Administration Mr. John Grubbs, Transportation Director Mrs. Beth Brown, Supervisor of Driver Operations 1415 Amherst Street www.frederickAl2.va.us 540-662-3889 Ext. 88249 P.O. Box 3508 Winchester, Virginia 22604-2546 • FREDERICK WATER • FREDERICK WATER SITE PLAN REVIEW COMMENTS PO Box 1877, Winchester, VA 22604-8377 315 Tasker Road, Stephens City, VA,�22655 Project 1-TomC j1 sg Applicant 'e -- REVIEW STATUS S review number V correct & resubmit prove 540.868.1061 voice 540.868.1429 fax attention approved as noted number of items to be corrected Joe, You may submit just cover sheet and the revised sheets. DRAWINGS send me by 1. print of sheets S __ 2. two CDs: each disc shall contain the following plan sheets f,V _ 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 shall be in DWG format; (1) in Model Space, (2) in state plane coordinate system NAD 83, (3) 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 ('YJ/ N A copy of the recorded onsite FW easement(s) is/are required. Y 0 A copy of the recorded offsite FW easement(s) is/are required. The easement document shall contain a plat and both shall be signed by the Frederick Water. o The Frederick Water requires specific language in its deed of easement. o Visit our website www.frederickwater.com to obtain a copy of the form. o A copy of the recorded deed(s) of easement shall be received before service will be authorized. OTHER Y(N This project also requires DEQ - Valley Region Office approval. Y Q This project also requires VDH — Lexington Field Office approval. 'W This project also requires VDH — Lexington Field Office — Project Summary Report. BY DATE FOR DRAWINGS ABOVE, see VDH website for form Y 0 w This project has a sewer pump station that FW will on. Title to the pump station site shall be granted �/ to the Frederick Water 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 FW approved O & M manual are required. These documents must be received before service will be authorized. (4) Work cannot continence that would connect to FW facilities or require FW inspections until the contract is returned J t )this office. %� j� Date: _/ �� / /o" v r k/vw� Earl W. Wiley — Engi eering Assistant JAN IS El E September 25, 2018 Jeremy Tweedie Greenway Engineering, Inc. 151 Windy Hill Lane Winchester, VA 22602 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 Re: Additional Review Comments for Site Plan #23-18, Liberty Chase —17 lot Townhouse Subdivision Property Identification Number (PIN): 75-A-58 & 75-A-59 Dear Mr. Tweedie: Planning Staff has reviewed the above -referenced site plan resubmission to determine if administrative approval can be granted. At this time, administrative approval cannot be granted. This site plan will not be approved until the issues in this letter, as well as all issues of the other review agencies, have been adequately addressed. Please review Staff s comments listed below and then prepare a revised site plan which adequately addresses each concern. Review Comments: 1) Cover Sheet. Update the "Approval" block to "Zoning & Subdivision Administrator." 2) Recreation Units. The note on Sheet 6 should be amended to reflect the type of amenity to be provided. i.e. Outdoor pavilion, playground, tot lot, or equivalent. 3) Site Lighting. Only one (1) of the two proposed street lights is shown on Sheet 6; Sheet 10 depicts both street lights. This inconsistency should be corrected. On Sheet 10 a note should be added specifying that all lighting will conform to Section §165-201.07 of the Frederick County Zoning Ordinance and will be downcast and full cutoff should also be included. Update Sheet 10 to Landscape & Site Lighting Plan. 4) Agency Approvals. Comment sheets and approvals are required from the following agencies: County Engineer (Public Works). Staff acknowledges receipt of comment letters and approvals for all other required agencies. 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 i Re: SP #23-18 Liberty Chase —17 lot Towi-liouse Subdivision September 25, 2018 Page 2 After you have revised the site plan, please resubmit one (1) copy so that Staff may verify the information contained on the plan addresses the above comments. Staff will also need all approved review agency comment sheets not already provided and at least five (5) hard copies of the final plan for approval and a digital (PDF) copy for the project file. Once this infonnation is received, and all review comments addressed, Staff will schedule the application for review by the Planning Commission (TBD). Do not hesitate to contact me if you have any questions or concerns regarding this letter. Thank you for your consideration. Sincerely, J r M. Tyler Klein, AICP Senior Planner MTK/pd cc: Freetown, LLC, 126 Laredo Court, Stephens City, VA 22655 • 0 2. SITE PLAN APPLICATION � � Office Use Only - Date Application Received:51 0� �j Application #: �3 Fees Received: L-�300C—p Receipt #: —I c�? 15 7 (-o Initials: Project Title: LIBERTY CHASE - 17 LOT TOWNHOUSE SUDIVISION Location of Property DOUBLE CHURCH ROAD (Street address) STEPEHSN CITY, VA 22655 3. Applicant/Designer: Name: Greenway Engineering, Inc. Address: 151 Windy Hill Lane Winchester, VA 22602 4. Property Owner (if different than above): Name: FREETOWN, LLC Address: 126 LAREDO COURT STEPHENS CITY 5. Property Information: a. Property Identification Number: b. Total acreage of the parcel to be developed: C. Total disturbed area of the parcel: d. Present Use: e. Proposed Use: f. Magisterial District(s) 8 Telephone: 540-662-4185 Telephone: 540-868-1818 75-A-58 & 75-A-59 1.9781 Acres 1.9 Acres Vacant Residential (Townhouses) Opequon n 6. Site Plan Type: a. Is this an original or new site plan? b. Is this a revised site plan? If yes provide all previous site plan numbers: c. Is this a minor site plan? If yes provide all previous site plan numbers: Yes Yes o Yes II No No No 7. Zoning Information: a. Current Zoning: RP b. Was this property Rezoned? Yes � No C. If yes provide the rezoning number for this property: d. Are there any proffers for this property? Y C. Has a MDP been approved for this property? Y f. If yes provide the MDP number for this property: 8. Adjoining property zoning and use: North East South West es es No No ✓ F-1 USE ZONING Residential RP Double Church Road Residential Residential NA RP RP I have read the material included in this package and understand what is required by the Frederick County Planning Departinent. I also understand that all required material will be complete prior to the submission of my site plan. Signature: Date: May 22, 2018 9 Special Limited Power of Attorney County of Frederick, Virginia Frederick Planning Website: www<co.frederick.va.us Department of Planning & Development, County of Frederick, Virginia 107 North Kent Street, Winchester, Virginia 22601 Phone (540) 665-5651 Facsimile (540) 665-6395 Know All Men By These Presents: That I (We) (Name) Freetown, LLC (Address) 126 Laredo ZCourt (Phone) 540-868-1818 the owner(s) of all those tracts or parcels of land ("Prope rty") conveyed to in e (us), by deed recorded in the Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by Instrument No. 170004041 on Page 0314.0320 Parcel: 86 Lot: A Block: 6 Section: do hereby make, constitute and appoint: (Name) Greenway Engineering Inc. and is described as Subdivision: (Phone) 540.662-4185 (Address) 151 Windy Hill Lane, Winchester, VA 22601 To act as my true and lawful attorney -in-fact for and in my (our) narn e, place and ste ad with full power and authority I (we) would have if acting personall y to file planning applications for in y (our) a bove described Property, including: _Rezoning (including proffers) _Conditional Use Permit _Master Development Plan (Preliminary and Final) _Subdivision Site Plan _Variance or Appeal My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This authorization s In witness thereof, I Signature(s) expire one year from the day it is signed, or until it is otherwise rescinded or modified. .) have hereto set my (our) hand and seal this �� day of P!a- , 20Jf3, State of Virginia, Ci&q_o my of To -wit: I, �__\nA 7D.-A)e-0,�)�Q L , a Not ary Public in and for the jurisdiction aforesaid, certify that the person(s) who sig ned to the foregoing instrum ent personally appeared before in e and has acknowledged the same before me in the jurisdiction aforesaid this "_ day of (Y�(,� , 20 ff otary Expires: ,75p��- • 501 22tb�D N N REQUEST FOR SITE 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 Site Plan with this sheet. Applicants Name: Greenway Engineering Inc. Mailing Address: 151 Windy Hill Lane Winchester VA, 22601 Name of development and/or description of the request: Liberty Chase - 17 LOT TOWNHOUSE SUDIVISION Location of Property: Double Church Road Stephens City, VA 22655 Department of Planning & Development Comments: Date Received _ Date Reviewed _ Revision Required Signature & Date: Telephone: 540-662-4185 -PLANNING DEPARTMENT USE ONLY - Review Number 1 2 3 4 5 (circle one) Date Approved ** Please Return Form to Applicant** 16 • 0 FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT MAP REQUEST DATE RECEIVED: 03/19/19 REQUESTED COMPLETION DATE: 03/25/19 REQUESTING AGENT: Pam STAFF MEMBER: Tyler TYPE OF MAP: Comp Plan Transportation Locator ✓ TDR Ag & Forest District CIP Other ✓ PIN: 75-A-58 & 75-A-59 DESCRIPTION OF REQUEST: Site Plan #23-18 Liberty Chase 17 Lot Townhouse Subdivision. Tyler will need a zoning map and a location map. Thank You! SITE PLAN APPLICATION CHECKLIST The checklist shown below specifies the information which is required to be submitted as part of the site plan application. The Department of Planning & Development will review the application to ensure that it is complete prior to accepting it. If any portion of the application is not complete, it will be returned to the applicant(s). (1) One (1) s et of a pproved c omment s heets a re r equired f rom e ach r elevant review agency prior to final approval of a site plan. It is recommended that applicants contact the D epartment of Planning & D evelopment to determine which review a gencies ar e r elevant to their s ite pl an application. A lis t of potentially relevant review agencies is shown below: Frederick County Department of Planning & Development ✓Virginia Department of Transportation (VDOT) Aepartment of GIS (Geographic Information Services) Il ✓ Frederick County Sanitation Authority ✓Frederick County Building Inspections Department Frederick County Department of Public Works �/Frederick County Fire Marshal IlVirginia Department of Health -/Frederick County Department of Parks & Recreation ❑ City of Winchester ❑ Town of Stephens City ❑ Town of Middletown J0 Winchester Regional Airport Authority ✓Frederick County Public Schools (for residential plans) �L— (2) One (1) copy of the Site Plan application form. (3) Payment of the site plan review fee. 0 (4) Two (2) copies of the site plan for review. (5) Completed Special Limited Power of Attorney (original). ❑ (6) Traffic Impact Analysis (if applicable). 10 ❑✓ (33) The location of the front, side, and rear yard setback lines required by the applicable zoning district. (34) The 1 ocation a nd boun daries o f e xisting e nvironmental f eatures, including s treams, floodplains, lakes and ponds, wetlands, natural stormwater retention areas, steep slopes, and woodlands. (35) The location of outdoor trash receptacles. F✓ _ (36) A Photometric Plan per § 165-201.07. Z— (37) The location, dimensions, and height of all signs. W(38) The location of required buf fers, landscaping buf fers, a nd 1 andscaped s creens, including examples, typical cross sections or diagrams of screening to be used. The location and dimensions o f r equired f encing, be gins, a nd s imilar features s hall be specified. F✓ _ (39) The location of recreational areas and common open space. (40) The location of all proposed landscaping with a legend. The caliper, scientific naive, and common name of all deciduous trees. The height at planting, scientific name, and common name of all evergreen trees and shrubs. ❑✓ (41) The height at planting, caliper, scientific name, and common name shall be provided for all proposed trees. The height at planting, scientific name and common name shall be provided for all shrubs. (42) The location of si dewalks and walkways, including al 1 sidewalks or bi cycle paths required along any road right of way. (43) The location and width of proposed easements and dedications. (44) A stormwater management plan describing the location of all stormwater management facilities with design calculations and details. Fl (45) A soil erosion and sedimentation plan describing methods to be used. Z(46) The location and size of sewer and water mains and laterals serving the site. 13 �J 40 ❑✓ (47) Facilities necessary to meet the requirements of the Fire Code. (48) A si gned seal o f the c ertified Virginia 1 and surveyor, architect, or engineer who prepared the plan. The seal and signature of the engineer, surveyor or architect shall be on each sheet of the site plan. (49) A space 1 abeled "Approved by the F rederick C ounty Z oning A dministrator" for the signature of the Zoning Administrator, approval date, and a statement that reads "site plan valid for five (5) years from approval date." (50) All requirements specified elsewhere in the County Code, including but not limited to the Subdivision Ordinance. 14 0 • Tyler Klein From: Tyler Klein Sent: Tuesday, October 23, 2018 9:34 AM To: 'Jeremy Tweedie' Subject: RE: Liberty Chase & Spring Run Jeremy, all comments have been addressed. Please provide at least five (5) hard copies of each plan plus a digital (PDF) copy of the plans for the project file. -Tyler From: Jeremy Tweedie <jtweedie@greenwayeng.com> Sent: Tuesday, October 23, 2018 7:00 AM To: Tyler Klein <tklein@fcva.us> Subject: RE: Liberty Chase & Spring Run Tyler Please review and let me know if you are all go on the planning side Thank you From: Tyler Klein <tklein@fcva.us> Sent: Monday, October 01, 2018 2:15 PM To: Jeremy Tweedie <jtweedie@greenwayeng.com> Subject: Liberty Chase & Spring Run Jeremy, staff has reviewed your resubmissions. For both submissions, the only outstanding review agency comment/approval letter is from Public Works. The following comments should be addressed on the final submission of signature sets (five (5) copies) and the digital (PDF) copy on a disk: Liberty Chase — please confirm, the street lights provided are those shown on Sheet 9. The note on sheet 6 states it's a streetlight on a relocated utility pole. If a different fixture is anticipated to be attached to the utility pole, please provide the fixture detail. Spring Run — add a note to Sheet 10 that the Zoning Administrator, per correspondence on August 28, 2018, will allow the off -site 50' woodland preserve to satisfy the planting requirement for the Category A type buffer and that the owner will provide the buffer distance and opaque fence on their property. Once all of the requested documentation is received, we can schedule for the Planning Commission and Board of Supervisors; the next cutoff date is Monday 10/15/18 for the November 7 Planning Commission meeting; BOS TBD. Please let me know if you need any additional information at this time. M. Tyler Klein, AICP Senior Planner Department of Planning & Development Frederick County, Virginia 107 N. Kent Street Winchester, VA 22601 (540)722-8248 tklein a( fcva.us 1 • • 151 Whi�yf'ill-(Lane WincHO"A 2602— GREENWAY ENGINEERING 8 2018 September 14, 2018 COUNTY �'MAr-NT Frederick County Departnf6tof Planning and Development 107 North Kent Street, Suite 202 Winchester, VA 22601-5000 Attn: M. Tyler Klein, AICP, Planner Re: Review Comments for Site Plan #23-18, Liberty Chase-17 lot Townhouse Subdivision Property Identification Number (PIN): 75-A-59 Comment Response Letter Dear Mr. Klein: We are in receipt of the Department of Planning and Development comments dated June 18, 2018, and offer the following responses: Review Comments: Comment I - Site Plan Reference Number. Add the Site Plan (SP) #23-18, to the cover sheet. Response: Revised as noted. Refer to sheet 1. Comment 2 — Cover Sheet. The following revisions should be made to the Cover Sheet: • Update "Subdivision Design Plan" to "Site Plan" A site plan is required when the Master Development Plan requirement is waived. Add the Site Plan Reference Number only once. Response: Revised as noted. Refer to sheet 1. • Update the "Approval" block to "Zoning & Subdivision Administrator. " Response: Revised as noted. Refer to sheet 1. Comment 3 - Proiect Information. The following revisions should be made to Sheet 2: • Setbacks. Provide the setbacks required for unroofed decks, stoops, landings and similar features. Response: Revised as noted. Refer to sheet 2. • Previous Approvals: Add a note on Sheet 2 that a Master Development Plan was waived by the Planning Director on July 10, 2017. Response: Revised as noted. Refer to sheet 2. Engineers Surveyors Planners Environmental Scientists Laboratory Telephone 540-662-4185 Fax 540-722-9528 www.greenwayeng.com File #3126/JNT/rf • Subdivision: When the property line is vacated, as noted on Sheet 3, the Parcel PIN information should be updated to reflect the new number. Copies of the new recorded plats should also be provided for the project file. Response: The line is to be vacated, upon recordation of the new 17 lot subdivision, the parent parcel ID will most likely be assigned to Liberty Chase HOA open space area. • Density: Provide the allowed and proposed density (i.e. dwelling units per acre) for the site. Response: Revised as noted. Refer to sheet 2. • Building Heim: The proposed building height of the townhouse units should be provided. Response: Revised as noted. Refer to sheet 2. • Si ng ge: The note "No signage is Proposed with this Plan" appears to conflict with a note on Sheet 6 for a "Future Sign'/ If it is the intent of the owner to have a freestanding monument sign denoting the entrance to the entrance to the subdivision, please provide sign details (height and size), add a note regarding conformance with the Zoning Ordinance and citing the applicable section number, and provide the required sign setbacks. Further specify a separate building permit is required for signs. Response: Revised as noted. Refer to sheet 2. Comment 4-Recreation Units. Further specify the proposed recreational amenity to be provided for Staff to review. The note on Sheet 6 should be amended to reflect the type of amenity to be provided to ensure it fulfills the Zoning Ordinance requirement. Response: Calculation provided on sheet 6. Per discussion type of amenity to be coordinated with Frederick County Department of Parks and Recreation and Spring Run HOA board once established. Comment 5-Curb and Gutter: Provide a cross-section on Sheet 12 for the proposed CG-7 curbing. If no CG-6 curbing is present in the subdivision remove the CG-6 detail sheet. Provided a cross-section drawing of the driveway entrance%utout with the curb and gutter. Response: CG-7 provided for mountable curb. Comment 6-Sidewalks & Driveways. On Sheet 6, labels should be added to the 5-foot (FT) wide sidewalk along either side of Stella Court. The designer should ensure sidewalk extends the full length on either side of the private street and connects to the trail along Double Church Road and the proposed recreation facility. See staff markup on Sheet 6. Response: Sidewalks extended to connect with sidewalk along Double Church Road, Additionally, sidewalk extended to Recreation area. The proposed 5-FT trail along Double Church Road should be a 10-FT wide multi -use facility (Subdivision Ordinance § 144-18(D)). Response: The eastern side of Double Church Road does not allow a 10ft trail, proceeding from the intersection of Rte 277 north along the eastern side is a 5' sidewalk that along the frontage of He #6271/TC/rf 2 Fredericktown Plaza and Freedom Crossing, furthermore the MDP waiver and VDOT approvals were granted with 5' sidewalk as planned/designed. The 5' sidewalk along the entire easterly side is existing and sets precedence. On Sheet 12, a 5-FT sidewalk with a 4-FT wide grass strip detail is provided, it does not appear this is depicted on previous sheets or that the driveway provides a minimum of 20-FT of depth for parking vehicles (driveway plus a 4-FT grass strip and 5-FT sidewalk — a minimum of 29-FT). The Applicant should verify and label the width of the sidewalk, the grass strip and the dimensions of the driveway. Response: Frederick County Public works supported the elimination of the 2' grass stripe for areas in front of townhome units that utilize mountable curb and front of along a private street. A crosswalk should be provided across Stella Court at the intersection with Double Church Road. Response: 4" painted cross walk lines provided across entrance as requested. Refer to sheet 6. Afire hydrant appears to be in the middle of the sidewalk in front of Lot 1. Response: Relocated as noted. Comment 7 - Transportation. Depict and label the right-of-way dedication for the future condition (U2) of Double Church Road. Response: R/W dedicated was labeled on sheet 6 at the ends of the improvement area both to the north and south. It will be shown and dedicated at the time subdivision plats are reviewed/recorded. Comment S- Landscaping & Screening. The following revisions should be made: • A Category A Type Buffer as is presently required by the Zoning Ordinance when townhouses are to -be -developed adjacent to single family detached units. Staff acknowledges the right of a property owner to provide a higher buffer category, in this case a Category B Type Buffer, should they desire. Response: Revised as noted. • On Sheet 9, the Category A Type Buffer "Full Screen" details should be provided. Response: Revised as noted. • The landscape calculations on Sheet 9 are incorrect and should be updated to reflect the required landscaping for 17 units and 300 feet of roadway frontage. The total number of trees should also be provided. Response: Revised as noted. • On Sheet 9, a note citing the Zoning Ordinance section number for landscaping and buffering should be added. Response: Revised as noted. File #6271/TC/rf 3 • Providing hatching to show the required landscape strip between the street edge and sidewalk and provide hatching of all open (green) space. Response: NA Add a note that no roadway efficiency buffer is required as Double Church Road is only a minor collector. Response: Revised as noted. Comment 9- Outdoor Trash Receptacles. Provide the location for any outdoor trash receptacles (dumpster). If no common outdoor trash receptacle is being provided, add a note to this effect on Sheet 2. Response: All trash will be curbside pickup as noted on sheet 2. Comment 10- Site Lighting. Notes specifying that all lighting will conform to Section §165-201.07 of the Frederick County Zoning Ordinance and will be downcast and full cutoff should also be included on Sheet 6. Specify the height of the pole -mounted street light and provide the minimum, maximum and average illumination levels. Provide a light fixture detail on Sheet 15 (a note on Sheet 6 refers to one but it is not included). Response: Revised as noted. An additional street light should be provided at the hammerhead turn around on Stella Court and/or near the recreation facility. Streetlights promote public health and safety in residential subdivisions (Subdivision Ordinance §144-19). Response: Revised as noted. Thank you for your assistance with this project. Contact us with any questions or need for additional information. Sincerely, Greenway Engineering, Inc. Jeremy N. Tweedie Senior Project Engineer File #6271/TC/rf 0 0 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 June 18, 2018 Jeremy Tweedie Greenway Engineering, Inc. 151 Windy Hill Lane Winchester, VA 22602 Re: Review Comments for Site Plan #23-18, Liberty Chase —17 lot Townhouse Subdivision Property Identification Number (PIN): 75-A-58 & 75-A-59 Dear Mr. Tweedie: Planning Staff has reviewed the above -referenced site plan to determine if administrative approval can be granted. At this time, administrative approval cannot be granted. This site plan will not be approved until the issues in this letter, as well as all issues of the other review agencies, have been adequately addressed. Please review Staff s comments listed below and then prepare a revised site plan which adequately addresses each concern. Review Comments: 1) Site Plan Reference Number. Add the Site Plan (SP) #23-18, to the cover sheet. 2) Cover Sheet. The following revisions should be made to the Cover Sheet: • Update "Subdivision Design Plan" to "Site Plan." A site plan is required when the Master Development Plan requirement is waived. Add the Site Plan Reference Number only once. • Update the "Approval" block to "Zoning & Subdivision Administrator." 3) Proiect Information. The following revisions should be made to Sheet 2: • Setbacks. Provide the setbacks required for unroofed decks, stoops, landings and similar features. • Previous Approvals: Add a note on Sheet 2 that a Master Development Plan was waived by the Planning Director on July 10, 2017. • Subdivision: When the property line is vacated, as noted on Sheet 3, the Parcel PIN information should be updated to reflect the new number. Copies of the new recorded plats should also be provided for the project file. 107 North Kent Street, Suite 202 9 Winchester, Virginia 22601-5000 Ll E Re: SP #23-18 Liberty Chase — 17 lot Townhouse Subdivision June 18, 2018 Page 2 • Density: Provide the allowed and proposed density (i.e. dwelling units per acre) for the site. Building Height: The proposed building height of the townhouse units should be provided. Si_ gnage: The note "No Signage is Proposed with this Plan" appears to conflict with a note on Sheet 6 for a "Future Sign." If it is the intent of the owner to have a freestanding monument sign denoting the entrance to the subdivision, please provide sign details (height and size), add a note regarding conformance with the Zoning Ordinance and citing the applicable section number, and provide the required sign setbacks. Further specify a separate building permit is required for signs. 4) Recreation Units. Further specify the proposed recreational amenity to be provided for Staff to review. The note on Sheet 6 should be amended to reflect the type of amenity to be provided to ensure it fulfills the Zoning Ordinance requirement. 5) Curb and Gutter. Provide a cross-section on Sheet 12 for the proposed CG-7 curbing. If no CG-6 curbing is present in the subdivision remove the CG-6 detail sheet. Provide a cross-section drawing of the driveway entrance/cutout with the curb and gutter. 6) Sidewalks & Driveways. On Sheet 6, labels should be added to the 5-foot (FT) wide sidewalk along either side of Stella Court. The designer should ensure the sidewalk extends the full length on either side of the private street and connects to the trail along Double Church Road and the proposed recreation facility. See staff markup on Sheet 6. The proposed 5-FT trail along Double Church Road should be a 10-FT wide multi- use facility (Subdivision Ordinance §144-18(D)). On Sheet 12, a 5-FT sidewalk with a 4-FT wide grass strip detail is provided, it does not appear this is depicted on previous sheets or that the driveway provides a minimum of 20-FT of depth for parking vehicles (driveway plus a 4-FT grass strip and 5-FT sidewalk — a minimum of 29-FT). The Applicant should verify and label the width of the sidewalk, the grass strip and the dimensions of the driveway. A crosswalk should be provided across Stella Court at the intersection with Double Church Road. A fire hydrant appears to be in the middle of the sidewalk in front of Lot 1. The Re: SP #23-18 Liberty Chase — 17 lot Towi-liouse Subdivision June 18, 2018 Page 3 utility should be located outside of the sidewalk. 7) Transportation. Depict and label the right-of-way dedication for the future condition (U2) of Double Church Road. 8) Landscaping & Screening. The following revisions should be made: • A Category A Type Buffer as is presently required by the Zoning Ordinance when townhouses are to -be -developed adjacent to single family detached units. Staff acknowledges the Night of a property owner to provide a higher buffer category, in this case a Category B Type Buffer, should they desire. • On Sheet 9, the Category A Type Buffer "Full Screen" details should be provided. • The landscape calculations on Sheet 9 are incorrect and should be updated to reflect the required landscaping for 17 units and 300 feet of roadway frontage. The total number of trees should also be provided. • On Sheet 9, a note citing the Zoning Ordinance section number for landscaping and buffering should be added. • Providing hatching to show the required landscape strip between the street edge and sidewalk and provide hatching of all open (green) space. • Add a note that no roadway efficiency buffer is required as Double Church Road is only a minor collector. 9) Outdoor Trash Receptacles. Provide the location for any outdoor trash receptacles (durnpster). If no common outdoor trash receptacle is being provided, add a note to this effect on Sheet 2. 10) Site Lighting. Notes specifying that all lighting will conform to Section §165- 201.07 of the Frederick County Zoning Ordinance and will be downcast and full cutoff should also be included on Sheet 6. Specify the height of the pole -mounted street light and provide the minimum, maximum and average illumination levels. Provide a light fixture detail on Sheet 15 (a note on Sheet 6 refers to one but it is not included). An additional street light should be provided at the hammerhead turn around on Stella Court and/or near the recreation facility. Streetlights promote public health and safety in residential subdivisions (Subdivision Ordinance §144-19). 11) Agency Approvals. Comment sheets and approvals are required from the Re: SP #23-18 Liberty Chase — 17 lot Townhouse Subdivision June 18, 2018 Page 4 following agencies: County Engineer (Public Works). Staff acknowledges receipt of comment letters and approvals for all other required agencies. After you have revised the site plan, please resubmit one (1) copy so that Staff may verify the information contained on the plan addresses the above comments. Staff will also need all approved review agency comment sheets not already provided and at least five (5) hard copies of the final plan for approval and a digital (PDF) copy for the project file. Once this information is received, and all review comments addressed, Staff will schedule the application for review by the Planning Commission (TBD). Do not hesitate to contact me if you have any questions or concerns regarding this letter. Thank you for your consideration. Sincerely, M. Tyler Klein, AICP Planner MTK/pd cc: Freetown, LLC, PO Box 604, Stephens City, VA 22655 • 0 July 10, 2017 Mr. Jeremy Tweedie Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 COUNTY of FREDERICK Department of Planning anti Development 540/ 665-5651 Fax: 5401665-6 95 Re: MDP (Master Development Plan) Waiver Request Liberty Chase Subdivision - 17-Lot Townhouse Project Zoning District: RP (Residential Performance); Opequon Magisterial District Property Identification Numbers (PIA 86-A-58, 86-A-59(1.97 acres) Dear Jeremy: I am in receipt of your letter dated April 25, 2017, which requests a waiver of the Master Development Plan (MDP) requirement for parcels 86-A-58, 86-A-59. The subject properties are located on Double Church Road (Route 641) and are proposed to be developed with up to seventeen (17) single-family attached (townhouse) lots on 1.97 acres of land. Section 165-801.03C of the Frederick County Zoning Ordinance allows the Director of Planning and Development to waive the Master Development Plan (MDP) requirement for properties in the RP (Residential Performance) District if the applicant chooses to process a Site Plan in lieu of a MDP, provided that the Site Plan contains all information generally required on a MDP and a Site Plan and the Site Plan is presented to the Planning Commission and the Board of Supervisors. Your request for a waiver to the Master Development Plan (MDP) requirement is appropriate in this situation. Please be advised that this waiver does not eliminate any applicable development and design requirements of the Frederick County Subdivision and Zoning Ordinances. Please note that you must submit a subdivision design plan for this development to our office for review. Once the subdivision design plan is in an administratively approvable form, the plan will be presented to the Planning Commission and the Board of Supervisors per. § 165-801.06. Please contact me if you have any questions regarding this letter. Sincerely, ' Michael T. Ruddy, AICP Director 7 CEP/MTR S:\Users\Candice\Waivers\MD:P Waivers\Freetown."lwnhouse\MDP Waiver 86-A-59, 59 revised.docx 107 North Kent Street, Suite 202 e Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 NOTIFICATION OF PUBLIC MEETING March 20, 2019 Fax: 540/ 665-6395 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: SITE PLAN (SUBDIVISION) #23-18 LIBERTY CHASE You are hereby notified of a Frederick County Planning Commission Public Meeting being held on Wednesday, April 3, 2019 at 7.00 p.m. in the Board Room of the Frederick County Administration Building at 107 N. Kent Street, Winchester, Virginia to consider the following application: Site Plan (Subdivision) #23-18 for Liberty Chase submitted by Greenway Engineering, Inc., on behalf of Freetown, LLC. This application seeks to develop 1.97+/- acres of land zoned RP (Residential Performance) District for 17 single-family attached (townhouses) units. The subject properties are located at Double Church Road (Route 641) generally north of Fairfax Pike (Route 277) generally in the Opequon Magisterial District and are identified by Property Identification Numbers 75-A-58 and 75-A-59. Please note this item is presented for informational purposes only. This is not a public hearing. This notice is provided as a courtesy to adjoining property owners so that you be informed about this application A digital copy of the application will be available for review at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia. Information regarding this application will also be available via the Planning Department's web page at www.fcva.us. Sincerely, M. Tyler Klein, AICP Planner MTK/pd 107 North Kent Street, Suite 202 o Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning & Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601 �.V`.1r�•9 •. �'. Sty' 75 • A• • 54- FREDERICK COUNTY SCHOOL BOARD OF VIRGINIA 107 N KENT ST WINCHESTER VA 22601.5039 Hasler 03/20/2019 _', i• C.Iu FIRST-CLASS MAIL $00- 500 ZIP 220 011Di164SPIr. 261_-;s-5_,_t*_.* w►1��1���1�1iil�tll�)1�1�i�,f�ll��l�ll�ii�iii1111i111�1I11111j111� uw �COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 NOTIFICATION OF PUBLIC MEETING April 10, 2019 Fax: 540/ 665-6395 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: SITE PLAN (SUBDIVISION) #23-18 LIBERTY CHASE You are hereby notified of a Frederick County Board of Supervisors Public Meeting being held on Wednesday, April 24, 2019 at 7.00 P.m. in the Board Room of the Frederick County Administration Building at 107 N. Kent Street, Winchester, Virginia to consider the following application: Site Plan (Subdivision) #23-18 for Liberty Chase submitted by Greenway Engineering, Inc., on behalf of Freetown, LLC. This, application seeks to develop 1.97+/- acres of land zoned RP (Residential Performance) District for 17 single-family attached (townhouses) units. The subject properties are located at Double Church Road (Route 641) generally north of Fairfax Pike (Route 277) generally in the Opequon Magisterial District and are identified by Property Identification Numbers 75-A-58 and 75-A-59. Please note this item is presented for informational purposes only. This is not a public hearing. This notice is provided as a courtesyto o adjoining property owners so that you be informed about this application. A digital copy of the application will be available for review at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia. Information regarding this application will also be available via the Planning Department's web page at www.fcva.us. Sincerely; M. Tyler Klein, AICP Planner MTK/pd 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 K 1 This is to cei ify that the attached correspondence was mailed to the following on 141 l u 1 L q fi-om. the Department of Planning and Development, Frederick County, Virginia: --- - - - - -- — - - - - 86 . A• • 5-A 74B -10.2- A- ;; ASJODI MIKE MEHDI PINES ASSOCIATION INC THE i; ASJODI CAROLYN SUE PO BOX 202 104 ACCOMACK CIR STEPHENS CITY VA 22655.0202 i. STEPHENS CITY VA 22655.2707 86 - A• • 2•A FRERE ETOWN LLC WILLIAMS GARLAND TURNER LAREO CT 5336 WATER ST STEPHENS CITY VA 22655.4834 STEPHENS CITY VA 22655.2803 75 - A- . 59• - - FREETOWN LLC 86 • A• - 3- 126 LAREDO CT TIGNEY ARTHUR JR STEPHENS CITY VA 22655.4834 TIGNEY KATHLEEN 342 DOUBLE CHURCH RD 75 - A- - 60- STEPHENS CITY VA 22655.2777 TURNER MARY ELIZABETH 329 DOUBLE CHURCH RD _ - STEPHENS CITY VA 22655.277E L - 75 A 57• MEDLEY RICHARD L SR 301 DOUBLE CHURCH RD STEPHENS CITY VA 22655.277E - 75 - A- • 54• j FREDERICK COUNTY SCHOOL BOARD OF VIRGINIA ST 107 N KENT WINCHESTER VA 22601 5039 - -- M. Tyler K1ein(Senior Planner Frederick County Planning Department STATE OF VIRGINIA COUNTY OF FREDERICK C� a�- I, a Notary Public in and for the State and County aforesaid, do hereby certify that M. Tyler Klein, Planner for the D partment of Planning and Development, whose name is signed to the foregoing, dated l 1 9 , has personally appeared before me and acknowledged the same in my St tea d County aforesaid. Given under my hand this / 0 day of My commission expires on a�-wezl,, % 3 1 a o Z ( n pp �' NOTARY PUBLIC REGISTRATION;#351474 { COMMONWEALTH OF VIRGINIA h MY COMMISSION EXPIRES DE-CEMBER•31Y2U21 �F..,,✓,. .",,n:t�w estx :+a���'�..c5f.'w='d^,.tsnxlx ..�.g4".cc.,,��7a:�..wv:�'. s • • COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 NOTIFICATION OF PUBLIC MEETING March 20, 2019 Fax: 540/ 665-6395 TO: THE APPLICANTS) AND/OR ADJOINING PROPERTY OWNERS(S) RE: SITE PLAN (SUBDIVISION) #23-18 LIBERTY CHASE You are hereby notified of a Frederick County Planning Commission Public Meetin being held on Wednesday, April 3, 2019 at 7.00 p.m. in the Board Room of the Frederick County Administration Building at 107 N. Kent Street, Winchester, Virginia to consider the following application: Site Plan (Subdivision) #23-18 for Liberty Chase submitted by Greenway Engineering, Inc., on behalf of Freetown, LLC. This application seeks to develop 1.97+/- acres of land zoned RP (Residential Performance) District for 17 single-family attached (townhouses) units. The subject properties are located at Double Church Road (Route 641) generally north of Fairfax Pike (Route 277) generally in the Opequon Magisterial District and are identified by Property Identification Numbers 75-A-58 and 75-A-59. Please note this item is presented for informational purposes only. This is not a public hearing. This notice is provided as a courtesytadjoining property owners so that you may be informed about this application. A digital copy of the application will be available for review at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia. Information regarding this application will also be available via the Planning Department's web page at www.fcva.us. Sincerely, M. Tyler Klein, AICP Planner MTK/pd 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 This is to certify that the attached correspondence was mailed to the following on / 9 from the Department of Planning and Development, Frederick Co nty, Virginia: 86 • A• 2-A 74B -10.2• A WILLIAMS GARLAND TURNER PINES ASSOCIATION INC THE 5336 WATER ST PO BOX 202 STEPHENS CITY VA 22655.2803 STEPHENS CITY VA 22655.0202 75 - A- - 58- FREETOWN LLC 126 LAREDO CT STEPHENS CITY VA 22655.4834 75 - A- - 59. FREETOWN LLC 126 LAREDO CT STEPHENS CITY VA 22655.4834 75 - A- - 60- TURNER MARY ELIZABETH 329 DOUBLE CHURCH RD STEPHENS CITY VA 22655.2778 75 - A- - 57- MEDLEY RICHARD L SR 301 DOUBLE CHURCH RD STEPHENS CITY VA 22655.2778 - 75 - A- - 54- - FREDERICK COUNTY SCHOOL BOARD OF VIRGINIA 107 N KENT ST WINCHESTER VA 22601.5039 86 • A- - 5-A ASJODI MIKE MEHDI ASJODI CAROLYN SUE 104 ACCOMACK CIR 86 . A• - 3- TIGNEY ARTHUR JR TIGNEY KATHLEEN 342 DOUBLE CHURCH RD STEPHENS CITY VA 22655.2777 M. Tyler Klein,t§enior Planner Frederick County Planning Department STEPHENS CITY VA 22655.2707 STATE OF VIRGINIA COUNTY OF�iFRE/DIERICK, o,-�'-SZ.C� a Notary Public in and for the State and County aforesaid, do hereby certify that M. Tyler Klein, Planner for the Departme t of Planning and Development, whose name is signed to the foregoing, dated -'2- ()/ j , has personally appeared before me and acknowledged the same in my Stat and ounty aforesaid. Given under my hand this -aO day of My commission expires on I NOTARY PUBLIC � �~PAMALA DEETER f,1 NOTARY PUBLIC REGISTRATION#354474 C'? COMMONWEALTH OF VIRGINIA i!i MY COMMISSION EXPIRES t[g DECEMBER•31,2021 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 NOTIFICATION OF PUBLIC MEETING March 20, 2019 Fax: 540/ 665-6395 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: SITE PLAN (SUBDIVISION) #23-18 LIBERTY CHASE You are hereby notified of a Frederick County Planning Commission Public Meeting being held on Wednesday, April 3. 2019 at 7.00 p.m. in the Board Room of the Frederick County Administration Building at 107 N. Kent Street, Winchester, Virginia to consider the following application: Site Plan (Subdivision) #23-18 for Liberty Chase submitted by Greenway Engineering, Inc., on behalf of Freetown, LLC. This application seeks to develop 1.97+/- acres of land zoned RP (Residential Performance) District for 17 single-family attached (townhouses) units. The subject properties are located at Double Church Road (Route 641) generally north of Fairfax Pike (Route 277) generally in the Opequon Magisterial District, and are identified by Property Identification Numbers 75-A-58 and 75-A-59. Please note this item is presented for informational purposes only. n e-fhis is not a public hearing _ 1k �t c-p— i 5 A digital copy of the application will be available for review at the Idley Libfafy and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia. Information ,y CA' VIA regarding this application will also be available via the Planning Department's web page at www.fcva.us. J Sincerely, M. Tyler Klein, AICP Planner MTK/pd 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 610 J Z — Pam Deeter -�, �; From: Tyler Tyler Klein Sent: Monday, March 11, 2019 9:02 AM To: Pam Deeter Subject: RE: Schedule of Agenda Items 75-A-60 Mary Elizabeth Turner 329 Double Church Road, Stephens City, VA 22655 75-A-57 Richard L. Medley, Sr. 301 Double Church Road, Stephens City, VA 22655 75-A-54 Frederick County School Board 107 N. Kent Street, Winchester, VA 22601 86-A-5A Mike Mehdi Asjodi 104 Accomack Circle, Stephens City, VA 22655 86-A-2A Garland Tuner Williams 5336 Water Street, Stephens City, VA 22655 86-A-3 Arthur Tigney, Jr. 342 Double Church Road, Stephens City, VA 22655 74B-10-2-A The Pines Association, Inc. PO Box 202, Stephens City, VA 22655 TOC-DATA PROCESSING F PEAM - Planning Dept. Please print 4 sets of labels by 5 19 THANKS! The adjoiner letters should be explicit this is an information/discussion item only and not subject to a public hearing. From: Pam Deeter <pdeeter@fcva.us> Sent: Monday, March 11, 2019 8:52 AM To: Tyler Klein <tklein@fcva.us> Subject: RE: Schedule of Agenda Items Good morning, Do you have an adjoiner list so I can get the adjoiner list to Lance for the labels? From: Tyler Klein Sent: Friday, March 8, 2019 1:14 PM To: Shannon Conner <sconner@fcva.us> Cc: Pam Deeter <pdeeter@fcva.us> Subject: Schedule of Agenda Items 1 Ll Pam Deeter From: Tyler Klein Sent: Monday, March 11, 2019 9:02 AM To: Pam Deeter Subject: RE: Schedule of Agenda Items 75-A-60 Mary Elizabeth Turner 329 Double Church Road, Stephens City, VA 22655 75-A-57 Richard L. Medley, Sr. 301 Double Church Road, Stephens City, VA 22655 75-A-54 Frederick County School Board 107 N. Kent Street, Winchester, VA 22601 86-A-5A Mike Mehdi Asjodi 104 Accomack Circle, Stephens City, VA 22655 86-A-2A Garland Tuner Williams 5336 Water Street, Stephens City, VA 22655 86-A-3 Arthur Tigney, Jr. 342 Double Church Road, Stephens City, VA 22655 74B-10-2-A The Pines Association, Inc. PO Box 202, Stephens City, VA 22655 TOCE-DATA PROCESSING FJPAM - Planning Dept. Please, print 4 sets of labels by ,3 4 5 11 19 THANKSI The adjoiner letters should be explicit this is an information/discussion item only and not subject to a public hearing. From: Pam Deeter <pdeeter@fcva.us> Sent: Monday, March 11, 2019 8:52 AM To: Tyler Klein <tklein@fcva.us> Subject: RE: Schedule of Agenda Items Good morning, Do you have an adjoiner list so I can get the adjoiner list to Lance for the labels? From: Tyler Klein Sent: Friday, March 8, 2019 1:14 PM To: Shannon Conner <sconner@fcva.us> Cc: Pam Deeter <pdeeter@fcva.us> Subject: Schedule of Agenda Items 1 Document Approval Form L_ [ G I+ ' M A`! 2 3 2018 7 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 HA VE COMPLETED. Candice LMark Dave Tyler Mike John COMMENTS: �jk—ce M Initials Received by Clerical Staff (Date & Time): Date & Time (S:Office on Blackbox\Forms\Document Approval Form —6/7/2016 ) 151 Windy Hill Lane FND 197l Winchester, Virginia 22602 GREENWAY TRANSMITTAL ENGINEERING Project Name: Liberty Chase File No: 4634T Date: May, 22, 2018 To: Frederick County Planning 107 North Kent Street Winchester, VA 22601 Attn: Mark Cheran Copied Delivery: ❑ Fed Ex Other _ U.S. Mail From: Jeremy Tweedie GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 W Courier E] Pick Up ® Urgent [Z For Your Review [] As You Requested ❑ Please Comment Message Mr. Cheran, Please find attached the following: - 2 copies of the Site Plan - Site Plan Application - Site Plan Checklist - Site Plan Review Fee Check in the amount of $4,200.00 - Special Limited Power of Attorney -All approvals from agencies with exception of FC Public Works (Review Ongoing at this time) Feel free to contact us should you have any questions. Thank you. Hand Delivery and Pick Ups Only: Received by: Date: Please Print Name: