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HomeMy WebLinkAbout16-07 NB Market - Country General Store - Back Creek - BackfileLE GEND CONDITIONAL USE PERMIT DATA VDOT GENERAL NOTES VICIN17Y MAP LM o _ EXISTING FEATURES _ ►► ►► A Conditional Use Permit #06-06 fora Country General Store was granted on October 11, VI , Ali work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road Bridge Specifications Standards, Virginia Erosion � as %�° a� J and and the and Sediment Control Regulations, and any other applicable state, �� EXISTING EDGE OF PAVEMENT __.__ __ _..._.___.._ .'r''..._ _F..._. .__..._._. __...____ ..__.__ 2006j by the Frederick County Board of Supervisors with the following conditions: federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the _ E)" E G most stringent shall govern. °��� � a� � � -� - ® O O� EXISTING EDGE OF GRAVEL . 1. All review agency comments and requirements shall be complied with at all times, V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia 'a _._;_..... . ___.__: -_:. _. _ r Occupational Safety & Health (VOSH) Rules & Regulations. EXISTING CURB AND GUTTER � E); r,G - 6 � \ , pP y � p 2, An engineered site plan shall be submitted to and approved b Frederick County rior V3. When working on VDOT ri h y p temporary, g g t-of-wa , all traffic control, whether permanent or tem ora , shall be in accordance with the current edition VDOT's Work Area Protection Manual. Furthermore, traffic flaggers be Section Hayfield Cn EX. INTERMEDIATE CONTOUR %;: ? �, to business activities occurring on site, Parking lot standard and landscape consistent with of all control must certified rn accordance with 104,04(c) of the VDOT Road & Bridge Specifications. SITE M EXISTING INDEX CONTOUR commercial zoning will be required. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal boxes, o���s o�� poles, junction EXISTING ,SPOT ELEVATION 3, One non -illuminated sign shall be allowed on the property, the sign shall be limited to controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnifylu EXISTING TELEPHONE LINE --___._ T _.._.._.__.._ - ___._. _..._.._.. 25 square feet In area and not exceed ten feet in height. The existing sign is of the developer from this responsibility. • t ,� EXISTING SANITARY SEWER - _. r., _ a_.. �. _ _-,_. .m... ,., M_-_..- ermissible size until a new sr n created ; at which time the existin sin would have to p 9 i r g g °`�`° °J�e y'�`a �° �` Mt Olive �r M 4., F be removed, V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed °� Church o EXISTING ELECTRIC SERVICE--- -- F -- - - t: necessary by VDOT. Any additional expense incurred as a result of any held revision shall be the responsibility of the developer. SCALE 1 "= 2000' ; , .��. �. EXIS77NG (,;AS LINE ._ A_ ::, r; .... _..__...._.._ _._ ,1 • -- 4, Only one entrance onto Route 50 and one onto Route 600 shall be permitted. The y p existing easternmost entrance aloe Northwestern Pike (Route 50 shall be permanentlyright-of-way. g g V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT C)3'ECT INFC�RMA TI®N � ' , a EXISTING STORM SEWER `� RCP fl closed. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or ; '> Owner developer the the County VDOT to initiation The Easy Chair Company EXISTING FENCE LINE with attendance of contractor, various agencies, utility companies and prior of work. 124 Cougar Trail EXISTING DITCH LINE ---- ----- - ----- -- - --- -- 5 No fuel sales will be permitted, p Winchester, VA 22602 V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT Phone - (540) 877-4733 I ,# EXISTING WATERLINE W/ TEE - - t1V 6. Any change or expansion of use will require a new Conditional Use Permit. requires 48 hours advance notice prior to any required or requested Inspection, r EXISTING FIRE HYDRANT 4 E: x. i-,_' EXISTING WATER VALVE W..._..._, .. ,._ , _ ., ,-._,�,- :_......- s,v; «..,... _ 7 Total structural are shall not exceed 2,600 square feet; V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constricted and maintained In accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook, Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within Property Data Building Setbacks Per Code Existin Tax Map Number 39-(A)-39 Front: 6_O 30. 6' N A the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Address 5057 Northwester» Pike Left Side (Rt 600): 60' 111.3' 07 J~ mle y , EXISTING REDUCER �.........,_.... ap, ,. w...._ . ._-. Je..:�,.,�-. • Control who shall inspect erosion and siltation control devices and measures on a continuous basis forproper installation and operation. P p Area 1.20 acres Right Side A 100, 73.3' 9 (9) <c Deficiencies shall be promptly rectified, Zoning RA Rear (Ag): 100, 115.5' EXISTING TREE DRIP LINE VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Legal References DB 968, PG 1819 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Retail Front: 5' 5. 0' Ln ~� =4 PROPOSED FEATURES CUP #08-06 approved 10-11-2006 Left Side: 5' 19,51 Right Side: 5' 10.8'Rear: 2i,L0 �P V11. All water and sewer lines within existing or proposed VDOTright-of-way shall have a minimum thirty-six (36) inches cover and when 5' 10.0' -•- PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, � Q o � LL, � PROPOSED EDGE OF GRAVEL PROP EG V12. Any unusual subsurface conditions (e.g,, unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of be immediately brought to the the VDOT. Work In that For Parking Unit Tabulation 1Permits must be issued from VDOT prior to any construction in a public right-of-way. . construction shall attention of engineer and shall cease vicinity until an adequate design can be determined by the engineer and approved by VDOT. Use - O v, o- c� � � o Q ,.. rx 'r ac z PROP. CURB & GUTTER �- PROP CG-6 2, The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V13. Retail - 2,130 sf 1/200 11 Building Data Ili�, ci �, a Ly C'S O = O o W o All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT representative prior to placement and fill. p Pp Y p p p �s`tz'`c'�a 3• The contractor will remove al/ mud and debris from the public right of way that !s left by vehicles entering and leaving the site. Where CBR testing !s required, a VDOT representative shall be present to insure the sample obtained is representative of the location. Type of Construction Wood Frame LU Q � a a Z W z PROP. REVERSE CURB & GUTTER PROP CG-6R When soll samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a Existing Area 2,600 sf c- W Q project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area Change 470 sf to Dock Ln � Luz m o a Lu PROPOSED CONTOUR 50 ---- 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Total Area 2,130 sf Total W z PROPOSED SPOT ELEVATION + 5 psi responsibility of the developer. All damage must be repaired to original conditions. V14. All roadway fill, base, :;ubgrade material, and backhll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Height Maximum 25 feet Height Proposed same Total Parking Spaces Required 11 z o 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3.02. The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of Proposed Parking Spaces 19 PROP. 24 "ADS PROPOSED STORM SEWER _ ,_ contractor must m,:'ntain this access for the duration of the project. p I any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified �a # of Handicap Spaces Required 1 P q PROPOSED SANITARY SEWER S - S S --- 6. The contractor will be responsible for adequate and positive drainage of this site, otherwise. Sign Dc- P Proposed Handicap Spaces 1 Existing Sion Are-u 32 sf PROPOSED TELEPHONE --- T ---- T - - T 7 The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. Existing Sign Heigh,. 16 feet # of Loading Spaces Required 0 PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. Proposed Loading Spaces 0 PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. u, 2: LO o o LLI Con tar Ct Numbers ,./ , Sheet In Index PROPOSED WATER LINE -- --- 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOTs discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. U) z M a. PROPOSED WATER METER ®l WM 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction, z o Surveying && Engineer/nq Firm: PROPOSED FIRE HYDRANT t PROP. FH 12. A# controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all > AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a Invoices for materlals utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to GreyWolfe Inc, (540) 667-2001 Cover Sheet & General Notes Sheet 1 a professional soils engineer. A geotechnical report supersedes this note if provided, acceptance of that work Unit and total prices may be, obscured. Zoning Enforcement: Site Plan Sheet 2 COMMON LABELS &FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density wllJ be determined using Department of Planning (540) 665-5651 Details and E&S Plan Sheet 3 ce 32- 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction Site Inspections: Department of Inspections (540) 665-5650 LU a o 0 PROPERTY LINE OF PRO.7ECT ®��_,�,��. ,� locations and not all utilities may be shown. technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition Erosion and Sediment Control., o ` to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and M NEIGHBORING PROPERTY LINES 14, The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, testing of the density control strip, Department of Public Works (540) 665-5643 Sanitary Sewer and Water,• EASEMENT LINE 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be Fred. Co. Health Dept. (540) 722-3480 Telephone: Verizon (301) 954-6282 PROPERTY CORNER FOUND Q 16. The contractor will notify all utility companies prior to excavation within easements. determined using the density control strip as specified In Section 315 and VTM-76. A certified compaction technician shall perform these Electric: Alleghany Power (800) 554-3317 PARKING SPACE TOTALS 2 disturbed be left for than days. tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and the opportunity to be during the construction and testing of the control strip. Gas: Shenandoah Gas Co. (540) 869-1111 17 The contractor will seed and straw, for soil stabilization, any areas that will more thirty given present MISS UTILITY.- 1-800-552-7001 ADA HANDICAP PARKING STALL V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom ®EPA R TM ENT OF INSPECTION GENERA L NO TES SIGNS of the excavation to determine the type and condition of the foundation, The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P8-1. v Zoning G'en era I Notes SANITARY MANHOLE IDENTIFIER O 1. Buildings shall comply with the Virginia Uniform Statewide Building Code amd use group S, storage, and use group B, Business of the International Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. Maximum 1, Exterior lighting will be provided by wall pack lights attached Buildin Cade/2003. Other codes that apply are ICC/ANSI All Accessible and the Usable Buildings & Facilities. 9 pPY 9 2. A design licensed of the Commonwealth of Virginia shall seal the structural submitted for building Plans must show all STORM DRAIN STRUCTURE IDENTIFIER a professional plans permits. Environmental Existing Disturbance Proposed to the building & lightpoles. ingress/egress locations to the exterior per CABO 11 Z 1-92 and meet requirements of Chapter 17 of BOCA. 3. Maximum slope across handicap parking stalls shall not exceed 2%. All required egress doors shall be accessible to a minimum exterior area for V22. Approval of this plan shall expire three 3 ears from the date of the approval letter. pp p p () y pp Features Acrea e Allowed Disturbance ----� 2. All lights will be shielded or directed to prevent lare on g p g ~ Z LIGHT POLES - assisted rescue, section 1003.2.13.7IBC. Note fire ratings around this door if this section is utilized. 4. The International Plumbing code requires testing of the sewer pump station to the rim. V23. VDOT Standard CG-12 Curb Rams shall be installed where indicated on these plans and/or as specified b VOOT. p P y Floodplain o o pain 0. 027 acres 0 /0 0 /o Lakes & Ponds 0 acres 0% 0% neighboring properties. 3, This project will not disturb any environmental features as defined by the Frederick County Zoning Ordinance. ate, Q) Q °�+ Q LOCATION OF TEST PITS ® V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installotion criteria. Wetlands > IAC 0 acres 0% 0°� 4. The owner will be responsible far obtaining or granting Final approval of guardrail layout to be given by VDOT after grading !s mostly complete, Sinkholes 0 acres 0% 00/0 easements shown on this plan. US E- Z _ Natural S. W. 0 acres 10% 0% 5. Easements will be recorded and copies sent to the parties CC�� T ^ �y /t �1 involved. W SO v EROSION & SEDIMENT CONTROL FEATURES FIRE MARSI�ALL GENE L N®TL.S TRl ��N�OZP-1 TI®N Ldri Trl Retention Areas that this be > LIMITS OF CLEARING & GRADING - - - - - - - - - LCG o 0 0 Steep Slopes >50 /0 0 acres 25 /0 0 /o 6. Any new utilities will service site must placed underground. V Y INLET PROTECTION 1p 1. An inspection by the Fire Marshall's oh"rce will determine where curbing must be painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall`s direction. ITE AM PEAK HOUR PM PEAK HOUR Woodlands 0 acres 25% 0% U V 3. The contractor must align the Are hydrants to the direction as determined by the Fire Marshall CODE ITE USE FLOOR IN OUT TOTAL IN OUT TOTAL /� -f _l�` APPROVALS SR �I` �c 1 7 OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited, - 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. 852 Convenience Market 2,130 sf 35.4 34.0 69.4 37,8 39,3 77.1 Ln CHECKDAM CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE ��- Frederick County Zoning Administrator Date DATA TAKEN FROM THE 1. T.E. MANUAL 7th EDITION SILT FENCE W/ WIRE SUPPORT x x -- x -- SF NAME: y e2 Final Site Plan Approved by Frederic County Planning Department Reviewer Date LANDSCAPING NOTES _ RIP RAP RR CERTIFICATION #: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1, Site Plan approval from VDOT will expire three (3) years from the date of the approval letter, SEDIMENT TRAP o C ST ®ATE EXP. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees andshrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end -� DATE: FEBRUARY 10, 2007 1. The Responsible Land Disturber /s that party responsible for carrying out the land disturbing activity as set forth in the plans. The planter shall guarantee all plants for one year. of this period, Authority approval shall be void. 4. The Frederick County Departmnt of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A CONSTRUCTION ENTRANCE CE o 2• Note: An on -site pry -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer prior to commencing an), 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. Land Disturbance Permit and at Free to periodic inspections, shall be void. 5. The Frederick County Departmemt of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0185 site work. 4. Plant substitutions will be allowed with the written approval of the Frederick Count PlanningDepartment. p y P approved prior to constructing 3m structure. Furthermore the site must meet all ADA requirements and be approved b Inspections. p 9 �� y � q pP Y p 3 3. The contractor will possess a land Disturbance Permit prior to any site work or construction. SHEET 1 OF C-Jjf SP 06 c� 54,1*5T" oe- u5t Lrl/i, Northwestern Pike N Route 50 Westbound R_0..W. Varies N 55 MPH C 0 0 +/--730 ' Sight Distance O -�—. -- .tea — — — — —< � � ;�.x ..,�, .�� ,.u.� bn ,.... „� ".._, �m y.� � �,° �,N �... �� �.� .�. � .��, �., �.�, ..�. �•.. •�,.. -.. �.,. -. �, ..�, .�. �.; �,., Northwestem Pike N R R.O.W. Varies O Cg)PP "-�._.._.. _ _ _^ _ E E Overhead Utility Lines Telephone Pedestal ti ~ Topet 50, Pave areas that are only gravel 4:1 + Ex. Sign �� f " 12.5 R S R Cinn Qrl' A, C'* n • �. ,� R .. .� 25 51 �. VDOT Note: Should a change in use or an expansion of the existing use occur in the future, the owner's may be required to upgrade the entrances to the VOOT "CG-11 " commercial entrance standards. 39-(A)-41 STUART M. PERRY, INC. DB 226, PG 190 ZONED: RA USE: AGRICUL TURF f47 ACRES J�r W Y/ Route 50 Crossover O .wwua..a...�+s-.•ene+�•:.:w,rvarmae_�,.mmex.�e <ww«•»+"^ �4, ' ute 50 Eastbound i 55 MPH ` 1� Overhead Utility Li e `� .___.. ,, _-... _ ._..,. _...__ e. ___.. __.._ ._._.._' ---- -_-_._ .._ _.. __• . _ Close Entrance �//\� c JE-'� P _ + E Remove Curbing Remove Island and Shrubbery 1, Level the, Area, -Seed, and Strove y t 1�'f I S 4156 22 E - 249,15 C-134.0 — 48-9 ,` 4 51� 5�R 52� 52� + S22 521 i 51 f., J / %( Post �l 1 1 51�._ _ _� 52 E 25R Remove Island752 Ex, Well 5 x 10 Landon 13. 4:1 Ho 52� 1 i ter' - R� _ k 1 ' ° `' 9'x29' Spaces 50-0 r" 1 Install 4 Bollards Q ¢ 52� . f 'a 52 0 0 53 0 53 1 l i CL ) C)o B9 ear a' 4, 40-(A)-43 1 Y O i N i i 8 x20 EL IZABETH F. PALMER 4 g ZONED: RA t t 750 -- .>l EX GENERAL STORE -. � 52 50 50 ^� 49 1 st FF = 753.6' 1 USE., RESIDENTIAL t 1 S Covered Loading Area BSMT FF = 743.4' SZ , x xLx �lr Cedar xr ' 2—�--� 1, { ?4� �, � + i ACRES 6 t _ 9.60' - _ . ;�N _- - -- t _ �-' Overhead - _=..,wawa„a..c�>+,r,- !a l..w. , •. � . , aa: �. l--~"-'`:^.m- w,-..,... ^^.,.^`"" ✓ � ,-'' � /• r- \+-_• �` N Dbl Door '- ` - '�`.° - ILA Utility Lines ck •- r .20 Spaces i % V r' ,' / '~�• `•k.. ........._ �-.L.••r_!.w--�'_,. 744` i . — 1 �i 3 R 9 xj w 1 _00 BRL _. • _. - '� �` ' v` 1 tf +4z,� - w�_ _w-9 Septic Tonki 50 t\ }, �'�'��9 - x — x x l48� y7 �7 / i t ,y Disc: Bsx� x ,�,., •� ix";3' Board 1� ,` f .,.,_,,, .,.. .,,•- __ .___ - - •�=/ -, ,� rr. Existing Droinfield as Stakedy Owner € '. �'. Permit 98024263 by Sfuarf_.C. j Netti�iq�m - ~- - - Ex, Gravel 1958 Entrance 1 1 \ x , \ \ M, ✓ ._ d » . o ' 1 } w % tif? ; Pave and grade the t XIS --- r - _ ✓ , , i ' e ling -entrance arid~ o. orking area top \�C SignAll 4-z !t ,9 O OP .era S' _.•--7,17 7J w _• ON SCALED F!�'O SF x �2 /y1FIl,'M$ 3 _» Ave �-=--='x_""�k _ 1006 010^. m I _ 7,3,^� _. x x __ _ Post 0-B oArFoJUL 9" Cedar __..__. _ _,._..._ X 7-19,78 ___: t x— x w 300 63' ;. I CPP N \.. X ... X X •--.•.-- X '_`_ X '`°"�cmeoYvnea.:,. x.�:n., •m- +.. w.v.�r.�rm*�,r..u.•r:s.>»,w.x�ran:. mr,;.,..azx-rn .�e,".�aae•-r,�.-. k,•r=, �.<.rw,.,.ec:.,xear,,,e�..�sra>,cxe,..r�aw•xn,rn+r,nF._ s+..es.>cxwa5:r'm.:m, .'R"d"_",'` , ` i t milli Will W f�� 39-(A)-41 Post + STUART M. PERRY, INC. DB 226, PG 190 ZONED. RA \ f J USE AGRICUL TURE +47 ACRES is 1 1 i Y 2 ` 20 Of 20 GRAPHIC SCALE ■ ( Q Q C) LC _ o 0 t Milk�C O to y 7 a o O U O M L _� .� �o BN O N N O M0 :00 b � i ~ O C C QW Cit., OLE Q Z ti ZW�tW�C� OO�ZOO�00 w Q) Q Q Z Z m Z� �OpV)Z�CUzi cF'r�OaN O.�NTA 4 W co°-r O o� Q y Ln PI, D `i•4 rram^^ Q V z L� w° �o v o ww VO W U� o z w U) Z � z O O Lu ti z o z v z ►- C2C2 CL o lc� cl� a a � � O O Q w 0 M DATE: FEBRUARY 16, 2007 SCALE: 111 = 20' FILE NO. 0185 SHEET 2 OF 3 I EROSION & SEDIMENT CONTROL STANDARDS EROSION & SEDIMENT WP_2 EXISTING PAVEMENT EXISTING PAVEMENT P (WITH WIRE SUPPORT) PARK HANDICAP PROPOSED PAVEMENT WIDENING _¢ PROPOSED PAVEMENT WIDENING Q) PARKING 5I� --- O � CONTROL NARRATIVE 12" x 18 MIN. ( ) PROPOSED ASPHALT MIN' PROPOSED ASPHALT 12" ^I ^1 CONCRETE SURFACE COURSE 12 CONCRETE SURFACE COURSE 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. RESERVED MINIMUM 165 Ib/yd' MINIMUM 165 Ib/yd' O O grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to lzzt TRENCH UPSLOPE ALONG THE LINE PARKING M4Y BE PLACED ZZ - N denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent OF POSTS. INTERNATIONAL SYMBOL ON ONE BLANK. V) ko mt SAW CUT 3 INCHES mt OF ACCESSIBILITY ADJUSTING THE AND REMOVE EXISTING SAW CUT A MINIMUM Q stabilization shall be applied to areas that are to be left dormant for more than one year. Project Description REQUIRED HEIGHT ASPHALT TO FORM 3" OF 2 INCHES AND REMOVE C � U% A BENCH JOINT MATERIAL TO TOP OF IF REQUIRED TO ACCOMMODATE AGGREGATE. EXISTING PROPOSED 0 O THE ADDITIONAL E; M XISTING PROPOSED PAVEMENT PAVEMENT LAYERS 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with This site is located in Hayfield, Virginia on the south side of the Northwestern Pike (Route 50) and on the PAVEMENT PAVEMENT LAYERS U LINES ASPHALT TACK COAT ( lfi sediment trapping measures, The applicant is responsible for the temporary protection and permanent/ REQUIRED west side of South Hayfield Road (Route 600). The purpose of this development is to place a parking lot � � ASPHALT TACK COAT � stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the �-� /- i VAN REQUIRED C and entrances for the existing 2,600 of buildings that once contained the Post Office and Genera/ Store, -�" J 1 ACCESSIBLE EXISTING (0 project site. � 1 �' / 1 The new owners will reopen the General Store under a Conditional Use permit and the Ordinance of /j S �j [ / / REQUIRED AGGREGATE AGGREPROPOSED ATE LAYER AGGREGATE AGGREGATE OSEDLAYER O M 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Frederick County now requires the parking lot to be brought to current standards, f PENALTY E 100-500 EFFECTIVE C Q o --� JULY 1, 1998 �D Permanent vegetation shall not be considered established until aground cover is achieved that is uniform, "' �� Jill TOW -AWAY ZONE SUBGRADE suecRADE '� m N o mature enough to survive and will inhibit erosion. Existing Site Conditions G-�-� PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL N o 4. Sediment basins and tra s perimeter dikes, sediment barriers and other measures intended to trap r i (EXISTING PAVEMENT OVER 6'' IN DEPTH) (EXISTING PAVEMENT LESS THAN 6'' IN DEPTH) j i traps, p P I= (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) � C The site contains the General Store with entrances on Route 50 and Route 600, as well as the existing � � � sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional r r� before upstream land disturbance takes place. parking lot. Approximate/ty half of the parking area is gravel or dirt while the entrances and the rest of - CD U) y the lot is paved. The rest of the site is lawn needs to be seeded and strawed to cover some bare areas. FL p" W C , _ I PARKING SURFACE CONCRETE WHEEL STOP END OVERLAY NOTES: -a oc � �I (!F REQUIRED) MIN. 100' 1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, 5, Stabilization measures shall be applied to earthen structures such as dams M U q) i dikes and diversions 4" SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER. � O _C v immediately after installation, HANDICAP PARKING SIGN DETAIL � TAPERED END MUST 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. BE APPRO Adjacent Parcels NOT TO SCALE) EXISTING ENGINEER VED BY ( 6.5ediment traps and sediment basins shall be designed and constructed based upon the total drainage area 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE PAVEMENT 3 PAVEMENTABUTSCONSTRUCTION TS E ST NGPOAVVEMENT. SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW to be served by the trap or basin, FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 4, THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED The surrounding areas are the roads and an agricultural field that is used for cattle. The southern areas PER VOOT SPECIFICATIONS. ' r., a. The minimum storage capacity of sediment trap shall be 134 cubic yards per acre Of drainage area and contain f/oodplain as designated in the FIRM panels. A portion (0,027 acres) of the 100 year floodplain lay SEE CONSTRUCTION 5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT the trap shall only control drainage areas less than three acres, on the southwest corner of this property. All drainage heads south to the unnamed stream that flows east JOINT DETAIL PRIOR TO OVERLAY, under Route 600. ' `� z' 6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT \ r 3 MIN. 12:1 12: 1 J MIN. PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE. &Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal WIDENING 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF to three acres shall be controlled by a sediment basin. The minimum storage capacity of sediment basin / A`'•'' / CC- N CG-6 165 LBS/SO YO OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER Z shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the Off Site Areas ,; THE LIMITS of WIDENING. ;rf,):�. + /f SEE CONSTRUCTION 1 / structural integrity of the basin drrin a twenty-five year storm of 24-hour duration. Runoff coefficients used ; ?'' JOINT DETAIL h' },� /� I ;•+,^;. 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE g L, g `T y � / "`a'�::,. I '�^ A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while A# work including topsoil stockpiling will remain on site. I I I, 1 the sediment basin is utilized, - 4, EXISTING i 9. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET J• PAVEMENT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. soils //�/ .1 TAPERED END MUST THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that r!� / �/ iI- ENGIP PROVED BY WITH THE PAVEMENT SURFACE SHALL NOT EXCEED II/,_ are found to be eroding excessively within one year of permanent stabilization shall be provided with )r r FLOW �I MIN. 100' 10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN The soils types determined from the USDA's Soils Survey of Frederick County, VA shows Weikart-Berks /� �� PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. uJ additional slope stabilizing measures until the problem is corrected. channery silt foams (#41C). These soils have severe erodibility and runoff _ - , BEGIN OVERLAY Zt Z (-Z O ill Q LQ C):� 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. Critical Erosion Areas EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. PLAN VIEW C.X� W I.-_ Cc,(DRAWING NOT TO SCALE) 9. Whenever water see s from a slope face adequate drainage or other protection shall be provided SPECIFICATION Z uj Q P p 9 9 P P The floodp/ain to the south is an area of concern; however, this development has very little grading FILTER FABRIC REFERENCE O cr O Q) o0 involved and is mostly contained to spreading gravel and paving. The total area to be disturbed is 0.6 PAVEMENT WIDENING v u 0 Z 10. All storm sewer inlets that are made operable during construction shall be protected so that NOTES t,- 4It sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to acres and wire -supported silt fence will contain silt runoff _ 1. H/C SPACES MAY NOT EXCEED A 2q SLOPE. NEW s/od VIRGINIA DEPARTMENT of TRANSPORTATION 315 Q) O Z Q °� � remove sediment. �- I wl 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 3D3.oz O U L44 Erosion & Sediment Control Measures_ Q Z Z m )).Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet _�' _ J. WHITE STRIPING SHOULD BE 3" WIDE. Q O protection and any required temporary or permanent channel lining shall be installed in both the conveyance A# vegetative and structural erosion and sediment control practices shall be constructed and maintained 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK OR u p p Q v channel and receiving channel. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 MOUNTED TO BUILDING IF POSSIBLE: g Z according to minimum standards and specifications of the handbook. Sherwood k w nt °`IJA `t Q 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, U) �t zF control sediment transport and stabilize the work area to the greatest extent possible during construction. Structural Practices 4 N Nonerodib/e material shall be used for the construction of causeways and cofferdams. Earthen fill may be used PIPE 0 U TL E T C 0 ND I TI D NS o for these structures if armored by nonerodible cover materials. Install wire supported silt fence v Install culvert with inlet & outlet protection LQ 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month Grade site and seed all exposed surfaces immediately upon reaching final grade period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. A 14. All applicable federal state and local regulations pertaining to working in or crossing live watercourses General Erosion and Sediment Control Notes (VESH Table 6-1) W `� u O shall be met, 9 P 9 9 9 A ado (MIN.) L4_ Z �i v- O ti� �0 ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be u o o Q Z � CC w m � �y 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is constructed and maintained according to minimum standards and specifications of the Virginia Eros/on and d y L" © co Lo (� Lc) �i O °r,° ° 66 completed. Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. W W - d W a s to PIPE OUTLET TO WELL c�J _m U N 16. Underground utility lines shall be installed in accordance with the following standards in addition to other IL", m \ m N I ~ \ m N N ; p ES-2. The plan approving authority must be notified one week prior to the pre -construction conference one DEFINED CHANNEL z � applicable criteria: W I ; \ Q I ; \ Q ; week prior to the commencement of land disturbing activity, and one week prior to the final Inspection. PLAN VIEW c� L� c� v� +- Ln CO (� a. No more than 500 linear feet of trench may be opened at one time. ES-3, All erosion and sediment control measures are to be placed prior to or as the first step in clearing. L a b, Excavated material shall be placed on the uphill side of trenches. 1 c. Effluent from de watering operations shall be filtered or passed through an approved sediment trapping ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all o % 30, 0' device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site times.;` :1( property, d , ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, r 12.0 T 12.0 1 d, Material used for backfilling trenches shall be properly compacted in order to minimize erosion and but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control SECTION A -A promote stabilization, plan to the owner for review and approval by the plan approving authority. FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER HALF -TYPICAL SECTION AT ENTRANCE ONTO ROUTE 50 NOTES: 1, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION qJ e. Restabilization shall be accomplished in accordance with these regulations. BASKET, OR CONCRETE. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED f.Applicable safety regulations shall be complied with, prevent erosion and sedimentation as determined by the plan approving authority. USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT nJ LESS THAN 6 INCHES. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land l-Z 6-, minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is disturbing activities and during site development until final stabilization is achieved. Source: Va. DSWC Plate 3.18-1 *.k (U O transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of Q �•+ Q each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a ES-8, During dewatering operations, water will be pumped into an approved filtering device, w sediment control disposal area. Street washing shall be allowed only after sediment is removed in this O {� manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. �\ p `� �+ U) j ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing z U_ (b O 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site rainfall event, Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices I "'�� � v stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the Iota/ shall be made immediately. , 1 40 EI TH &0 � �, program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary _ _ f------ O LLI measures shall be permanently stabilized to revert further erosion and sedimentation. .� TAMM L YnIN W p y p Genera/ Note: j LU W �___� JO 10002186 � C� 0 19. Properties and waterways downstream from development sites shall be protected from sediment The Erosion &Sediment Contro/Inspector will retain the right to add to or modify these erosion and ZONED: RA U Cr deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff sediment control measures during the construction process, within reason, to ensure adequate protection to Rl-1; RI-3 Rt-s USE. RES 40-(A)-41 for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: the public and environment, 30 K 3o I z x X f 1.5 ACRES REGINALO CRONE O 4 j010006681 2R Stop Sign (R1-1) ZONED: R. USE.• RES. STOP signs are intended for use where traffic is required to stop. The -41.0 ACRES cv1 OUTLET PROTECTION ~' 4" OF3000 PSI CONCRETE W/ STOP sign shall be an octagon with white message and border on a red FIBER background. The standard size shall be 30 x 30 inches. Where greater �- emphasis or visibility' is required, a Tar er size is recommended. On law- 40-(A)-42 MARIA DIL IAAISZ CUL VERT SIZE Q 10- YR WIDTH A APRON LENGTH WIDTH 5DSTONE JAREJA SY - p p 4" OF21-B COMPACTED TO volume local streets and secondary roads with low approach speeds, a 24 DB 334, PG 674 1 15" 1.2 cfs 3.75' 12' 11.25' 6" 0.0 95/o DENSITY Y _d inch size may be used. ZoniED., RA AL a rnulttwav stor intersecror. Ise: -R-; <Imrlementary plate USE: MOTEL SUBGRADE FREE OF ORGANICS (RI-3) should be mounted iust below eaen STOP sign. If the number of f0.4 ACRES & COMPACTED TO 95% DENSITY approach legs to the intersection is three )r more, the numeral on the .,upplementary plate shall :orrespond to the actual number of legs, or the z LANDSCAPING DATA TYPICALSIDEWALKSECTION lesend ALL -WAY (RI-4) may be used. The supplementary plate shall � have white letters on a red backgroun- and shall have a standard size of 12 F- r. 6 inches (R1-3) or 18 x 6 inches (R!-=?. '70 40-(A)-44 Z O w �'� SHARON k. v Parking Lot Data A STOP sigr heacon or beacons may be .:set .r.:onjiunction with a by EVERHART, ET ALS r`I tD STOP �iLr. described in section 4E-4. ``s z O JF DB 976, PG 897 ti v Trees Requirement Calculation >' 3 OFSM-2A Secondary messages shall not be used on STOP sign faces. 39_(A)_39 �� A ZONED: RA W z ~O Per Stalls 1 per 10 Stalls 19/10 = 2 THE EASY CHAIP, '�� USE RES. � o 6" OF 21-B COMPACTED TO COMANA Y �� + 1. 7 ACRES 0- > Per Impervious Area 1 per Z, 000 sf 20, 896/2, 000 = 11 y 95% DENSITY DB 968, PG 1819 w w ZONED: RA < o- CL SUBGRADE FREE OF ORGANICS + USE: RETAIL so j 1.206 ACRES w W Trees & COMPACTED TO 95% DENSITY ROADSIDE SIGN � -� AJ y<"' �+ij � � RURAL DISTRICT M Planting Size Mature Quantity TYPICAL LIGHT PAVEMENT SECTION FOR a no CD CD Symbol Common Name Botanical Name Fall Color or Credit THE PARKING AREA 1 T - � 0 Height or Caliper Height � i '' n '0 Q k.0 y� r1:tdIMUM 12' �O 0 'i PR Pear (1 Existing) Pyrus 16" Caliper 18, Yellow 3 J a .,+►� 40-(A)-4S 2 0� t 12 ELIZA ONED. CALMER , ' I - Eastern Red r - - - - - - - - ADJOINER S SKETCH DATE: FEBRUARY 16, 2007 CD Cedar (Existing) Juniperus Virglniana 9 Caliper 12 + Green 2 �� 3.9-(A)- 41 USE: RESIDENTIAL NOT TO SCALE ( 9) �` STUART M. PERRY, INC. 11 ACRES N R PC Pear (Flowering) Pyrus Calleryana 2" Caliper 12'-20' Yellow 8 DB 226, PG 190 SCALE: 1" = 20'ZONED: RA USE. AGRICULTURE FILE NO. 0185 13 447 ACRES M!NOP ^.iROSSP.1C,=.-_ SHEET 3 OF 3 LE GEND CONDITIONAL USE PERMITT VDOT GENERAL NOTES VICINITY MAPCJ EXISTING FEATURES EXISTING EDGE OF PAVEMENT _ . _ r _ . F _..-. ...... _ ._ .__... . __ ___ A Conditional Use Per171%t®�'-Q6 for "Country General Store" was granted on October Z 1, ZQQ6, by the Frederick County Board of Supervisors with the following conditions: V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the �� oaa �O �- J�v ��4 ® o0 to � E v most stringent shall govern. Q° aa� C o EXISTING EDGE OF GRAVEL .1. All review agency comments and requirements shall be complied with at a# times, V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia �o� � U ;A'� . 'a EXIS77NG CURB AND GUTTER Occupational Safety & Health (VOSH) Rules & Regulations. - _ - Z, An engineered site plan shall be submitted to and approved by Frederick County prior V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, g 9 y, P shall be in accordance with the current edition VDOT's Work Area Protection Manual, Furthermore, fiaggers be Hayfield Cn E EX. INTERMEDIATE CONTOUR {<' to business activities occurring on site, Parkin lot standards and landsca e consistent with 9 g p of all tragic control must certified in accordance with Section 104, 04(c) of the VDOT Road &Bridge Specifications, I�' � r� � EXISTING INDEX CONTOUR commercial zoning well be required. `��� � ��c�s��,, _ �� `� o Q @) EXISTING SPOT ELEVATION One non -illuminated sign shall be allowed on the the sign shall be limited to V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identifyoaf facilities items be oaf Cr. .3. property, utility or that may in conflict with the proposed construction activity, VDOT approval of these plans does not indemnifyCD� EXISTING TELEPHONE LINE ........ - 7 _.___.._. ;- _..-__.__..__ ;- _ .-.... 25 square feet in area and not exceed ten feet In height. The existing sign is of the developer from this responsibility, Gt EXISTING SANITARY SEWER w.N., r r_. ...4 n.• . ` w ermissib/e size until a new sign created • at which time the existing sign would have to p 9 r r g g ¢QJ�v�� xW be removed. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed �40 Church o r EXISTING ELECTRIC SERV1 CL= - - - --_.___.. _...._d._.._ ___._.-. necessary by VOOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, SCALE i "= 2000' `t EXISTING GAS LINO' _ _ .... r % .... ,t r; _.__...__.........._____ 4. Onlyone entrance onto Route 50 and one onto Route 600 shall be permitted, The p existing easternmost entrance along Northwestern Pike (Route 50) shall be V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. �� �� /'�T INF®R A ION d.a EXISTING STORM SF_ WER _..__.._ . __...___.. �'Cp permanently closed. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or ; Owner developer the the County VDOT initiation The Easy Chair Company , EXISTING FENCE LINE with attendance of contractor, various agencies, utility companies and prior to of work 124 Cougar Trail EXISTING DITCH LINE--_.______-___..----______.__�_._____.__ _.._._..._.._ 5, No fuel sales will be permitted Winchester, VA 22602 `s V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT Phone - (540) 877-4733 EXISTING WATERLINE W/ TEE "- µ u 6. Any change or expansion of use will require a new Conditional Use Permit, requires 48 hours advance notice prior to any required or requested Inspection. EXISTING FIRE HYDRANT r - L V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction EXISTING WATER VALVE -..m. ° - s :- ° % w..,_-. % Total structural are shall not exceed 2,600 square feet. entrance that is constructed and maintained In accordance with Section 3.02 of the Virginia Erosion & Sediment Control Handbook, Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Property Data Building Setbacks Per Code Existin Tax Map Number 39-(A)-39 Front: 60 30, 6 Address 5057 Northwestem Pike Left Side (Rt 600): 60' 111.3' N A �ti m� O.y EXISTING REDUCER 3,ir A.•� nM~ Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Area 1.20 acres Right Side (Ag): 100, 73, 3' 41_ a y Deficiencies be Rear 100, 1.15.5' O � �cG shall promptly rectified, ,Zoning RA (Ag): y EXISTING TREE DRIP LINE _: __; _.... r... ,_. ;..,_ .._, _.......,......:: _,._..._,,... ,.. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Legal References DB 968, PG 1819 Existing Use Vacant Parking Setbacks Per Code Proposed Proposed Use Retail Front: 5' 5, 0' = Ln Z) to � 61� =4 PROPOSED FEATURES CUP #08-06 approved 10-11-2006 Left Side: 5' 19.5' Right Side: 5' 10.81OJ �iryO �P V11. All water and sewer lines within existing or proposed VOOT right-of-way shall have a minimum thirty-six (36) inches cover and when Rear. 5' 10.01 -- -• ®- PROPOSED EDGE OF PAVEMENT PROP EP GEC f L NOTES possible shall be installed under roadway drainage facilities at conflict points. � A o t w o z Q z � ;37 � �- PROPOSED EDGE OF GRA VEL. - PROP EG 1A V12. Any unusual subsurface conditions (e.g, unsuitable soils, springs, sinkholes voids caves, etc.) encountered during the course of ' ' ' In that be immediately brought to the the VDDT. Work For Parking Unit Tabulation 1. Permits must be issued from VOOTprior to any construction in a public right-of=way. construction shall attention of engineer and shall cease vicinity until an adequate Use � v, �c a. c z PROP. CURB &GUTTER PROP CG- 6 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way design can be determined by the engineer and approved by VDOT, Retail - 2,130 sf 1/200 11 Building Data Q m a u, w ® a _Qj ~ V13, All fill areas, borrow material and undercut areas shall be inspected and approved b a VOOT representative prior to placement and fill, be sure sam v, Q `� 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering and leaving the site. Where CBR testing is required, a VDDT representative shall resent top the le obtained is representative of the location. 9 P p P Type of Construction Wood Frame 2 � a PROP. REVERSE CURB & GUTTER PROP CGy6R When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a Existing Area 2, 600 sf a Q W w project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. Proposed Area Change 470 sf to Dock v, o a PROPOSED CONTOUR ---50 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Total Area 2,130 sf Total o a z G o PROPOSED SPOT ELEVATION + 50M responsibility of the developer. All damage must be repaired to original conditions. V14. All roadway All, base, subgrade material, and backfrll in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 959yo of Height Maximum 25 feet Height Proposed same Total Parking Spaces Required 11 o ca V 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section .3, 02. The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of Proposed Parking Spaces 19 PROPOSED STORM SEWER PROP. 24 " ADS contractor must maintain this access for the duration of the project. any dedicated street right-of-way. At the direction of VDDT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Sped Fcations. Certified copies of all test reports shall be submitted to VDOT daily, unless specified 1 PROPOSED SANITARY SEWER S --- S i 6. The contractor will be responsible for adequate and positive drainage of this site, otherwise, Si n Dg fa # of Handicap Spaces Required �- e� Proposed Handicap Spaces 1 p P P Existing Sign Area 32 sf PROPOSED TELEPHONE --- T - -- T - - ; --. 7 The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDDT. Existing Sign Height 16 feet # of Loading Spaces Required 0 PROPOSED ELECTRIC --- 8, All construction will be done following the laws and guidelines set forth by OSHA and VOSH, Proposed Loading Spaces 0 PROPOSED GAS LINE----- - _ 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT minimum design standards and is the responsibility of the developer. w PROPOSED WATER LINE-------------------�-- 10. The developer is responsible for the relocation of any utilities required by this site plan" V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT !s discretion b VOOT basis following the Manual On Uniform Traffic Control Devices. t t°�l��t Inds 0 U Z M. c .. on an account receivable , y g PROPOSED WATER METER (D 1 WM 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction, w z (``'- Surveying & Engineering Firm: PROPOSED FIRE HYDRANT t PROP. FH o 12. All controlled fill must be compacted to a minimum of 95/o density following Method A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of construction. Copies of all ' a >' AASHT0-T99, or V7M-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VOOT Residency Office prior to GreyWolfe Inc. (540) 667-2001 Cover Sheet & General Notes Sheet 1 a Ce professional soils engineer. A geotechnical report supersedes this note if provided, acceptance of that work Unit and total prices may be obscured Zoning Enforcement: Site Plan Sheet 2 COMMON LABELS &FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using Department of Planning (540) 665-5651 Details and E&S Plan Sheet 3 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge .Specifications and VTM-10. A certified compaction Site Inspections: Department of Inspections (540) 665-5650 CD o PROPERTY LINE OF PROJECT ,��, ,�„�„� locations and not all utilities may be shown. technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise, In addition Erosion and Sediment Control a r° to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and NEIGHBORING PROPERTY LINES - - - - 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, testing of the density control strip. Department of Public Works (540) 665-5643 Sanitary Sewer and Water; EASEMENT LINE 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications, Density shall be Fred. Co. Health Dept. (540) 722-3480 Telephone: Verizon (301) 954-6282 PROPERTY CORNER FOUND Q 16. The contractor will notify al/ utility companies prior to excavation within easements. determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these Electric: Alleghany Power (800) 654-3317 PARKING SPACE TOTALS 12 disturbed be left for days. tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and the opportunity to be during the construction and testing of the control strip. Gas: Shenandoah Gas Co. (540) 869-1111 17 The contractor will seed and straw, for soil stabilization, any areas that will more than thirty given present MISS UTILITY.• 1-800-552-7001 ADA HANDICAP PARKING STALL �� T ��yEN L �'� / �•�1 L� V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom SIGNS -a- of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P6-1, Zoning General Notes SANITARY MANHOLE IDENTIFIER 1. Buildings shall comply with the Virginia Uniform Statewide Building Code amd use group S, storage, and use group B, Business of the International Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VOOT, Maximum 1. Exterior lighting will be provided by wall -pack lights attached Buildin Code/2003. Other codes that apply are ICC/ANSI A117,1-03 Accessible and the Usable Buildings & Facilities. 9 PP y 9 2, A design licensed of the Commonwealth of (Virginia shall seal the structural plans submitted for building Plans must show all 4fti cl� STORM DRAIN STRUCTURE IDENTIFIER �1 professional permits. Environmental Existing Disturbance Proposed to the building & lightpoles, v ingress/egress locations to the exterior per C4B01171-92 and meet requirements of Chapter 17 of BOCA. .3, Maximum slope across handicap parking stalls shall not exceed 2%. AU required egress doors shall be accessible to a minimum exterior area for V22. Approval of this plan shall expire three 3 ears from the date of the approval letter. PP P P� () Y PP Features Acrea e Allowed Disturbance L 2. All lights will be shielded or directed to prevent glare on 9 P 9 � z ti LIGHT POLES assisted rescue, section 1003.2.13.7I8C. Note fire ratings around this door if this section is utilized 4. The international Plumbing code requires testing of the sewer pump station to the rim. V23. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as ecified b VDOT P P P Y o o Floodplain 0. 027 acres 0 /0 0 /a Lakes & Ponds 0 acres 0% 0°/a neighboring properties g g p parties. 3. This project will not disturb any environmental features as L O C7 ..4 CZ °� LOCATION OF TEST PITS V24, VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOrs installation criteria. Wetlands > 1AC 0 acres 0% 0% defined by the Frederick County Zoning Ordinance. 4. The owner will be responsible for obtaining or granting Q w Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Sinkholes 0 acres 0% 0% Natural S. W. 0 acres 100/o 0% easements shown on this plan. 5, Easements will be recorded and copies sent to the parties T S. W S. W aft (6 O ® �® EROSION & SEDIMENT CONTROL FEATURES FIRE MAf�al-�'AL L TRIP GENERATION N LEA TA Retention Areas involved. be laced 4, Q C� © x LIMITS OF CLEARING & GRADING - - - - - - - - - (CDG Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25016 00/0 6. An new utilities that will service this site must y P underground. ® W 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. INLET PROTECTION ( ip 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, ITE AM PEAK HOUR PM PEAK HOUR W � U 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. CODE iTE USE FLOOR IN DUT TOTAL IN OUT TOTAL m ,�,c APPROVALS �a 1 - 07 OUTLET PROTECTION 0j Op �GG��// 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited. - � 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. 852 Convenience Market 2,130 sf 35.4 34.0 69.4 37.8 39.3 77.i `� �1°� CHECKDAM CD RESPONSIBLE DISTURBER DIVERSION DIKE OD - ;0� Date DATA TAKEN FROM THE L T, E. MANUAL 7th EDITION Frederick County Zoning Administrator SILT FENCE W/ WIRE SUPPORT x x -- x SF !TAME: - r` 6f �� Final Site Plan Approved by Frederick County Planning Department Reviewer Date _LAND.5CAPING NOTES RIP RAP , RR CEfZ7-IFICATI®N #: e o 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1, Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. SEDIMENT TRAP ST EXP, DATE Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end - DATE: FEBRUARY 16, 2007 ' 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. The planter shall guarantee all plants for one year. of this period, Authority approval shall be void" SCALE: N/A 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 2• Note: An on-sitepre-construction meeting is required with the Owner, Site Contractor, Public Works, &Designer prior to commencing any 3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner, Land Disturbance Permit and agree to periodic inspections. shall be void. 5. The Frederick County Department of Inspections approval does not constitute abut/ding permit Building plans must be submitted and FILE N0. 0185 3 site work, 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a land Disturbance Hermit prior to any site work or construction. SHEET 1 OF +1-730' Sight Distance - - - - - - - - - - - - Northwestern Pike - Route 50 Eastbound R.O.W. Varies - 55 MPH E E - - ----- PP§__­�"�---- F .-a, . I Overhead Utility Lines Telephone Pede_sW __ \ \ Tdpe( 50, Pave areas that are only gravel 4:1 + 2 ,Z,/ 12.5R 52 Ex, Sign gn a .5R 51-6 X Northwestern Pike - Route 50 Westbound R.O.W. Varies - 55 MPH E _­_ PP DW_ 14 .4 CA Close Entrance Route 50 Crossover 0 X" Uk, _'_ 7�E__ Overhead Utility �Pej E E E C. E 521 Remove. CiAing Level the Areq_56d, and Straw n I VYU V11 I uw&,G;fy IF 1 -1, l S - 24 Wep 'Re 5 Stop Bar & Siqn 4 1'5622 E Ink 48-0 511 34.0 + kkk 512 -61, ill 522 5221" 1 5R 52-Q 52-6+ +52 51 25R VDOTNote: Post Remove Island Should a chang e In use or an expansion of the q) CN14 �0 -6�ti 1-2-0e "i i I aexisting use occur in the future, the owner's may 4�0 Ln VOOT "OG-11"commercial entrance standards. k CD r be required to upgrade the entrances to the Ex, Well 5x 10 Lon Ing 1J.4:1 Rom� n' I -- -6-- 50-0 a . _11 - _ _­ ' ' 52 9 Sp aces Install 4 Bolidrds 1.0531 L +52-5 'a 52-0 5 J-9 Q) Q3 40hlar 51.5' 40-(A)-43 EtIZABETH F. PALMER C:1 ZONED.- RA EX GENERAL STORE 50 I st FF = 75J 6' 522 USE. , RESIDENTIAL 1,50 .......... . 52 J 1501_--- T--- — x X x — X x Cedar '4J BSMT FF 743 4 1 ACRES Covered Loading Area f FF=753.6 Overhead 60 8Rt 49-J 1 . I 'A _­ ­1 Dbl Door jkn Utility Lines 9x2O' XR 100' 6R +42: Septic Tank i 50 ------ j ------------ -7 39-(A)-41 ------ STUART M. PERRY , INC . IP C) ZONED: RA DB 226, PG 1,90 x — USE AGRICUL TURF x 0\ .±47 ACRES \ 111 7 ,7,73 Board X ,x Q) Existing Droinfield os StcZly Owner 4� Permit 98024263 by Stuort_!�. IWI&YO am 60-1_ i / I Ex. (D Entrance Pave and rode the existing en( top. Sign orking area 4 -1z All '9 0 OP ilk SF 737 7j4'10ter k, 100 y W AR F1 X OOD S SF X ­77 SC41FD "RoAf ",`R,'�, 510063- 7J5 Post 0100-,6 DA 7e 73 D -11/Z y 9 Cedar X 'Y j00. 63' )k 47'58'45 PP X _X "k 39-(A)-41 Post STUART M. PERRY, INC. DB 226, PC 190 ZONED: RA USE: AGRICUL RE 147 ACRES Q) "L8'x2O 44 20' or 201 W GRAPHIC SCALE uj_ C N Ln C 0 00 C o fo ' CM en i> — :3 M Nn Z U 6 DATE: FEBRUARY 16, 2007 SCALE: 1" = 20' FILE NO. 0185 SHEET 2 OF 3 EROSION & SEDIMENT" CONTROL STANDARDS EROSION & SEDIMENT _^_� � WP"2 EXISTING PAVEMENT � EXISTING PAVEMENTILJL (WITH IRE S UPPOR T� R7-8 HANDICAP PROPOSED PAVEMENT WIDENING C• PROPOSED PAVEMENT WIDENING NARRATIVE PARKING SI O CONTROL (12� X 18') LC PROPOSED ASPHALT M2 PROPOSED ASPHALT 12 ry CONCRETE SURFACE COURSE CONCRETE SURFACE COURSE C Q O 1. Permanent or temporary soil stablllzatlon shall be applied to denuded areas within seven days after final 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. RESERVED MINIMUM 165 Ib/yd' MINIMUM ,ss Ib/yd' �, o 0 grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to TRENCH UPSLOPE ALONG THE LINE PARKING MAY BE PLACED �' � OF POSTS. INTERNATIONAL SYMBOL ON ONE BLANK. _ ^ � denuded areas that may not be at final cede but will remain dormant for lon er than 30 da s. Permanentnw cur 3 INCHES SAW CUT A MINIMUM to to Y 9 9 y of Acc£ss�EluTY TINGA(�/USTlNG THE AND REMOVE EXISTING 3^ OF 2 INCHES AND REMOVE to Ln stabllization shall be applied to areas that are to be left dormant for more than one year. Project Description REQUIRED HEIGHT ASPHALT TO FORM C A BENCH JOINT MATERIAL TO TOP OF Q Q IF REQUIRED TO ACCOMMODATE AGGREGATE. EXISTING PROPOSED THE ADDITIONAL EXISTING PROPOSED PAVEMENT PAVEMENT LAYERS CD 2. Duringconstruction of the project, soil stockpiles and borrow areas shall be stabilized or protected with LINES ASPHALT TACK COAT PAVEMENT PAVEMENT LAYERS U P I P P This site is located in Hayfield, Virginia on the south side of the Northwestern Pike (Route 50) and on the :.� � � REQUIRED�- sediment trapping measures. The applicant is responsible for the temporary protection and permanent / Z 'p stabilization of all soil stockpiles on site as well as borrow areas and soil Intentionally transported from the west side of South Hayfield Road (Route 600). The purpose of this development is to place a parking lot ASPHALT TACK COAT /'� /- / VAN REQUIRED C project site, and entrances for the existing 2,600 of buildings that once contained the Post Offlce and General Store, I / / ti) ACCESSIBLE - rp The new owners will reopen the General Store under a Conditional Use permit and the Ordinance of EXISTING PROPOSED EXISTING PROPOSED REQUIRED / AGGREGATE AGGREGATE LAYER AGGREGATE AGGREGATE LAYER M 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Frederick County now requires the parking lot to be brought to current standards, ii-- =- / `s�-' -- / EFFECTN£ C o U J I (III �. __ C11 �I�I PENALTY $100-500 JULY 1, 1998 j SUBGRADE b Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, / �- 1 } TOW -AWAY ZONE SUBGRADE �j. �, �v : mature enough to survive and will Inhibit erosion. ZI Existing Site Conditions _ 2 �..� PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL N ° N M �/ �' �..� � (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6" IN DEPTH)BN � > � 4. Sediment basins and traps, perimeter dikes, sediment barters and other measures intended to trap G� L_ A , (DRAWING LESS S THAN A � � . c sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional The site contains the General Store with entrances on Route 50 and Route 600, as well as the existing - I- (DRAWING NOT To SCALE) _ QJ Q) before upstream land disturbance takes lace, parking lot. Approximatelty half of the parking area Is gravel or dirt while the entrances and the rest of U) v P the lolls aved, The rest of the site is lawn needs to be seeded and strewed to cover some bare areas. _ PARKING SURFACE END OVERLAY NOTES: C aT ° P FLOW III I" CONCRETE WHEEL STOP 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions ill (IF REQUIRED) MIN. 100' 1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, C M U immediately after installation, 4- TAPERED END MUST SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER, M Q C Adjacent Parcels HANDICAP PARKING SIGN DETAIL BE APPROVED BY 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. (NOT TO SCALE) EXISTING ENGINEER 3, A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW %I 6, Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE PAVEMENT PAVEMENT ABUTS EXISTING PAVEMENT. ; I to be served by the trap or basin. FENCE AND EXTEND IT INTO THE TRENCH, EXCAVATED SOIL. 4• THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED I j The surrounding areas are the roads and an agricultural field that is used for cattle. The southern areas PER VDOT SPECIFICATIONS. a. The minimum storage capacity of sediment trap shall be 134 cubic yards per acre of drainage area and contain floodplain as designated in the FIRM panels, A portion (0,027acres) of the 100 year floodplain lay SEE CONSTRUCTION 5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT JOINT DETAIL PRIOR TO OVERLAY. the trap shall only control drainage areas less than three acres, on the southwest corner of this property. All drainage heads south to the unnamed stream that flows east A 6. MILLING OF NEW AND EXISTING PAVEMENT MAY 8E REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT 12: 1 12:1 3 under Route600, 3 MiN. MIN. PAVEMENT CROSS -SLOPE AND PAVEMENT DRAINAGE. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal ,,,...h / �i WIDENIN to three acres shall be controlled b a sediment basin. The minimum storage capacity of a sediment basin 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM of ��.. Y g P h/ . ' •' / CG-6 CG-6 165 LBS/SO YO OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE ANO AFTER I Off -Site Areas �.•7 THE LIMITS OF WIDENING. shall be 134 cubic yards per acre of drainage area, The outfall system shall, at a minimum, maintain the � :?�. /� SEE CONSTRUCTION I structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used �: JOINT OE T AIL 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE I All work Including to soil stockpiling will remain on site. S ` :"• , !1 i A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. 'fl in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while 9 P P 9 ^ I (i I � Jill 1 the sediment basin is utilized. /,.- ter - , EXISTING 9. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF e ti THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET ;�a•;•,. PAVEMENT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(0) OF THE SPECIFICATIONS. SOIIS _ TAPERED END MUST i THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS �� �/� // BE APPROVED BY , ,. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that G�'c"-� � / �� TI_ ENGINEER WITH THE PAVEMENT SURFACE SHALL NOT EXCEED /a are found to be eroding excessively within one year of permanent stabilization shall be provided with ,� FLOW I MIN. 100' 10, PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN additional slope stabilizing measures until the problem is corrected. The soils types determined from the USDA's Soils Survey of Frederick County, VA shows Weikart-Becks ,�' , OVERLAY PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. v W channery silt loams (#41 Q. These soils have severe erodibility and runoff. - . , E BEGIN O E Z W V � 8. Concentrated runoffshall not flow down curt or fill slopes unless contained within an adequate temporary III _ I i I I Q �-- or permanent channel, flume or slope drain structure. Critical Erosion Areas PLAN VIEW CK W Z ca EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. (DRAWING NOT TO SCALE) W V O ct 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. The flood lain to the south is an area of concern • however, this development has very little grading D SPECIFICATION W Q ~ � Z P rY 9 9 REFERENCE involved and is mostly contained to spreading gravel and paving, The total area to be disturbed is 0,6 FILTER FABRIC a PAVEMENT WIDENING V L p Z Ex F 10. All storm sewer inlets that are made operable during construction shall be protected so that NOTES LJ a acres and wire -supported silt fence will contain silt runoff; NEW 9/06 315 Z CX Q a sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to 1. H/C SPACES MAY NOT EXCEED A 2q SLOPE. VIRGINIA DEPARTMENT OF TRANSPORTATION O O = Q remove sediment. 'II ^ "- II ICJ I ; ° WIRE 2. RAMP BUILT TO VOOT CG-12 STANDARDS. 303.02 O U W a Erosion & Sediment Control Measures I Q Z Z. m � to ILBefore newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet (`' - J. WHITE STRIPING SHOULD BE 3" WIDE. to -4 O protection and any required temporary or permanent channel lining shall be installed in both the conveyance p. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR ca p O Q ®Z All vegetative and structural erosion and sediment controlractices shall be constructed and maintained 4 v channel and receiving channel. SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 MOUNTED TO BUILDING /F POSSIBLE. � according to minimum standards and specifications of the handbook. � Sherwood & WTdn W 6-4p 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, � v� � control sediment transport and stabilize the work area to the greatest extent possible during construction. Structural Practices Q Q O Nonerodible material shall be used for the construction of causeways and cofferdams Earthen All may be used z ti . `L N y for these structures if armored by nonerodib/e cover materials. Install wire supported silt fence PIPE 0 U TL E T CONDITIONS Install culvert with inlet & outlet protection W 13, When a live watercourse must be crossed by construction vehicles more than twice in any six-month Grade site and seed all exposed surfaces immediately upon reaching final grade LO period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. A ti A 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses General Erosion and Sediment Control Notes (VESH Table 6-1) L�cl � WLO ? G1 1A 3d (MIN.) N v N ¢ d' shall be met. A o � �- z •, w O ES-1. Unless otherwise Indicated, all vegetative and structural erosion and sediment control practices will be I o <c I o z n: co 7y 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is constructed and maintained according to minimum standards and spec/ficatlons of the Virginia Erosion and d W o � «� _N p 000 0 7 completed Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. �_ j - `�' m � � W - `� Ln oa 0. 4 PIPE 16. Underground utility OOUTLET TO WELLnes shall be installed In accordance with the following standards in addition to other °+'` � 021 ES-2. The plan approving authority must be notified one week prior to the pre -construction conference one DEFINED CHANNELc= applicable criteria: Pp week prior to the commencement of land disturbing activity, and one week prior to the final Inspection. PLAN VIEW v d (n Ln DO a. No more than 500 linear feet of trench may be opened at one time. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. L a { -.II` -'111_-III`[ IIIIi, i. �i' 1 �.., I_,Ii j---�y r�;;=-=1I b, Excavated material shall be placed on the uphill side of trenches. i�1 . ES-4, A copy of the approved erosion and sediment control plan shall be maintained on the site at all s _• I11T' . c, Effluent from dewater/ng operations shall be filtered or passed through an approved sediment trapping times. ° 30• D' device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d 12.0' 12.0' ES-5, Prior to commencing land disturbing activities in areas other than indicated on these plans (including, d, Material used for backfilling trenches shall be properly compacted in order to minimize erosion and but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control SECTION A -A promote stabilization. plan to the owner for review and approval by the plan approving authority, FILTER CLOTH KEY IN 8--9": RECOMMENDED FOR ENTIRE PERIMETER HALF -TYPICAL SECTION AT ENTRANCE ONTO ROUTE 50 n ` NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION e, Restabil/zation shall be accomplished in accordance with these regulations, BASKET, OR CONCRETE. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED ; f.Applicable safety regulations shall be complied with. prevent erosion and sedimentation as determined by the plan approving authority. USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to ES-7, All disturbed areas are to drained to approved sediment control measures at all times during land LESS THAN 6 INCHES. \� ti minimize the transport of sediment by vehicular tracking onto the paved surface, Where sediment is disturbing activities and during site development until final stabilization is achieved. Source: Va. DSWC Plate 3.18-1 Q) transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of Q l 4-Zi Q s each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a \ VD ES-8. During dewatering operations, water will be pumped Into an approved filtering device, US control disposal area. Street washing shall be allowed only after sediment is removed In this p manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities. ��\ ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff` producing e 0 p 18.0 temporary erosion and sediment control measures shall be removed within 30 days after final site rainfall event, Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices U v stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local shall be made immediately. 40- (A) 40 program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary KEi TH measures shall be permanently stabilized to prevent further erosion and sedimentation. General Note: & p o W . TAMMY L YAIN Erosion & Sediment Control IsfightZ W W � �+ � � � p The roson emennInspector will retain the to add to or modify these erosion and �-� JO 10002186 U W 19. Properties and waterways downstream from development sites shall be protected from sedimentPh/ iZONED: RA V Ot deposition, erosion and damage due to increases in volume, velocity and peak flow rate ofstormwater runoff sediment control measures during the construction process, within reason, to ensure adequate protection to R1-T RT-3 R1-s USE: RES. 40 (�) 41 LIZ o the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: the public and environment, ao' >< ao i z" X :" : r" X: �' 4-1. 5 ACRES RE 0100 CRGivE Q jf01000c681 0 ZONED: RA 2184 Stop Sign (R1-1) USE: RES. �' l STOP signs are intended For use where traffic is required to stop. The 1.0 ACRES OUTLET PROTECTION •`"(` 4" OF3000 PSI CONCRETE W/ STOP sign shall be an octagon with white message and border on a red FIBER background. The standard size shall be 30 x 30 inches. Where greater _ Q emphasis or visibility is required, a larger size is recommended. On low- 40-(OI N CUL VERT SIZE Q N 10- YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY o p 4" OF21-B COMPACTED TO p q MARIA DiLIArdSZ volume local streets and secondary roads with low approach speeds, a 24 I 95% DENSITY v 2d pp p DB 3.34, PG 674 1 15 1.2 ds J.75' 12' 11.25' 6" 10.0 inch size may be used. ZONED: RA .At a multiwac stoc intersectior. /se;: -D-, . ,urolementary plate USE: MOTEL SUBGRADE FREE OF ORGANICS (R1-3) should be mounted iust below eacn STOP sign. If the number of f0.4 ACRES & COMPACTED TO 95% DENSITY approach legs to the intersection is three )r more, the numeral on the U) ,upplementary plate shall :orrespond to the actual number of legs, or the z LANDSCAPING DATA TYPICAL SIDEWALK SECTION legend ALL -WAS' (RI-4) may be used. The supplementary piate shall LU U) have white letters on a red backgroun, and shall have a standard Size of 121 g H x6 inches (RI-3) or 18 x 6 inches (R'--,. � 40-(11)-44 Z O w Parking Lot Data � SHARON K. O 3r A STOP sign. beacon or beacons may be see : onjunction with a E�ERHART CT ALS ~' C7 STOP sis:r. ^r described in section 4E-4. 9�Fsi DB 976 PG 897 ti Z Ov Trees Requirement Calculation Secondary messages shall not be used on STOP sign faces. s<9. ZONED: RA % z 9 ,� , 3 OF 39-(A)-39 z ►- Per Stalls 1 per 10 Stalls 19/10 = 2 T,11E EASY CHAIR ` A'�� USE. RES. W g o Per Impervious Area i per 2, 000 sf 20, 896/Z, 000 = 11 6" OF 21-B COMPACTED TO COMANA Y ��ti + 1.7 ACRES n > 95% DENSITY DB 968, PG 1819 w LU ZONED: RA USE: RETAIL SUBGRADE FREE OF ORGANICS _s 1206 ACRES LU � Trees & COMPACTED TO 95/o DENSITY ROADSIDE SIGN ao INj RURAL DISTRICT o 0 Planting Size Mature Quantity TYPICAL LIGHT PAVEMENT SEC77ON FOR I W Symbol Common Name Botanical Name Fall Color or Credit THE PARKINGAREA T - a ao \ \ Height or Caliper Height `T. I 0 Q �0 J �• i . �. � v11 N I TM UM 12' -� PR Pear (1 Existing) Pyrus 16" Caliper 18, Yello w 3 40- (A) - 4i Z 12' EL IZABETH r . PALMER Eastern Red - - - - - - - - - - - - ZONED: RA ADJOINER'S SKETCH DATE: FEBRUARY 16, 2007 CD Juniperus Virginiana 9" Caliper 12' + Green 2 �� 39-(A)--41 USE: RESIDENTIAL Cedar (Existing)- NOT TO SCALE STUART M. PERRY, I,NC. 11 ACRES PC Pear (Flowering) Pyrus Calleryana 2" Caliper 12'-20' Yellow 8 TT� R DB 226, PG 190 SCALE: 1" = 20' ZONED: RA. USE: AGRICULTURE FILE NO. 0185 13 4 47 ACRES Y,'NOP JR0SSPC^, SHEET 3 OF 3