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HomeMy WebLinkAbout01-04 ZM Sheetmetal - Manufacturing - Gainesboro - BackfileLEGS FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY AP U LL EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet the Frederick County Sanitation Authority. V1, All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, SCALE 1 "= 2000' - 0 O tM 0 0 all requirements of CO EXISTING EDGE OF PAVEMENT ___. _._._._.._..... __._..r.'�._. ' r..._._..._.....- __..._......-_........_.__ 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. and any other state, federal, or local regulations applicable. in the event of conflict between any of these w °� o 0 X EC EXISTING EDGE OF GRAVEL _.._._.............___._...._. _ _._.-.,:.._._........_.._._. _.. _......._.....___. lines be Authority's Inspector. standards specifications or tans the most stringent shall govern, P plans, � 6 0 v 3. Exact locations of water and sewer services on new are to coordinated with the 4, The Sanitation Authority Maintenance Department Is responsible for the installation of water meters through 2 V2. All construction shall comply with the latest U.S, Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations.0 PO 0 EXISTING CURB AND GUTTER E CG � ............. . __.__ _... EX. INTERMEDIATE CONTOUR - t - - in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in �o , ��°��`°� 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the to of the cover and the yoke bar be between 18 and 21inches• and accordance with the current edition of VOOTs work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge �° +� ; 0 - •- % Y•- EXISTING INDEX CONTOUR �• -�~ - - P 4) all components of the meter box assembly to be in proper working order, It is the developer's/contractor's Specifications, Section 104.04-C. o N r ,.� .�•• �: EXISTING SPOT ELEVATION : ' r` responsibility ycorrectly.`" res onsibili to have the meter box assembly installed V4. The developer shall be responsible for relocating, at his expense, any and all utilities: Including traffic signal ��, �� TT 'P- S > � a o EXISTING TELEPHONE LINE - _,_. 5, For water and sewer services that connect on existing line: poles, junction boxes, controllers, etc, owned by VDOT or private utility companies. It is the sole `�� i 1 O .��, _ C, ey o o E EXISTING SANITARY SEWER - M ,v, ,..w..x....•m, -° - a ..,x T r (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An application for service must be made and fees paid before work will begin. (B) The Authority shall furnish and install all 5/8", 3/4 ", and 1 " water services, responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activities, VOOT approval of this plan does not relieve the developer of this �ti�1 �� PO O �- ti a m U 0, b U Ua o EXISTING ELECTRIC SERVICE - - - - % . -- _. _._ ... (C) For 1-1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property responsibility, ROUTE 37 O �.� r EXISTING GAS LINE line. The contractor is to furnish and install the meter vault assembly, The Authority will instal/ the meter. (D) The Authority will Install all sewer laterals. V5, Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. E':,'". ? 5 " RCP EXISTING STORM SEWER - ..- 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6, Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use r� I1� �1 T PROJECT INFORI' A / ION labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VOOT right-of-way. ' deposit begins); the location the tap; final the is Owner GENRAL CONTRACTOR ARCHITECTURAL FIRM EXISTING FENCE LINE - - - - -- .. pay (before work (3) mark of (4) make payment when work completed. V7. If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by Zivic Family, LLC Howard Shockey & Sons Design Concepts EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VOOT prior to initiation of work. 260 Lenoir Drive P.O. Box 2530 19 West Cork Street Winchester, VA 22603 Winchester, VA 22604 Winchester, VA 22601 EXISTING WATERLINE W/ TEE ~wj u•..� 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined (540) 667-0084 (540) 667-7700 (540) 722-7247 Contact: Joe Zivic Contact: Gary Ball Contact: Terry Stone r Y. F . EXISTING FIRE HYDRANT :...4,.,•.., �- � installed, The assembly is to meet ASSE Standard No. 1015 or 1013. Ff the assembly is mounted inside a length of time. VDOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE n.A.bg >° building a remote readout is required. / Tax Map Number 43-((19))-9 Front(Lenoir Dr): 75' 145.7' (Ex.) p k� M.u_. ""'` 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public P g q P , , P roadway through construction and maintenance of a construction entrance in accordance with the Virginia Address 260 Lenoir Drive Left Side R.O. W.): 75' 76,8 Ex. ( ) ( ) Area 10,016 acres Right Side: 251 29.3'(Ex.) N ; , ov _ EXISTING REDUCER prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Existing Zoning M-1 Rear(Tyson Dr,): 75 767.1 (Pr.) ; � EXISTING TREE DRIP LINE •..-�--� •-._.,.,-..._:,•..�-_��--••.._.-�.`:....-..--�-..w-,-.-��-- _,�..... �•- ��--� readout is required. protect shall be maintained throughout construction. Proposed Zonis M-1 P 9 Existing Use Manufacturing Parking Setbacks Per Code Proposed N a V � C GENERAL ®TES PROPOSED FEATURES V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of q 9 g Proposed Use Manufacturing Front(Lenoir Dr.): 25' 66(Ex.)' Left Sfde(R.0. W.): 25' 18' (Ex,) ® o 0 j V I construction. Right Side: 5' 29'(Ex.) ! 'a `' 1. Permits must be issued from VOOT prior to any construction in a public right-of-way. PROPOSED EDGE OF PAVEMENT PROP EP V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and Zoning Data Rear(Tyson Dr.): 25' 575' Open Space Minimum 25% `! _ PROPOSED EDGE OF GRAVEL PROP EG Manual 2, The Manl on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. when possible are to be installed under roadway drainage facilities. V12. Any during the course of construction shall be immediately Open Space Proposed f 45°/v Use For Parking Employees Space per Sq. Ft Manufacturing: 144 0.75 per employee F.A.R. Maximum 1.00 M C o o . unusual subsurface conditions encountered PROP. CURB &GUTTER PROP CG-6 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. brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT, F.A.R. Proposed fl.19 Total Parking Spaces Required 108 @� Total Parking Spaces Proposed 114 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of 1 PROP. REVERSE CURB & GUTTER PROP CG-6R this site will be the responsibility of the developer. All damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VOOT Inspector prior # of Handicap Spaces Required 5 ° PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control to placement of fill. Where CBR testing is required, a VOOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. # of Handicap Spaces Proposed 6 C ^ c o Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, # of Loading Spaces Required 5 ' PROPOSED SPOT ELEVATION +50-QQ 6. The contractor will be responsible far adequate and positive drainage of this site. and that testis shall be conducted according to all applicable VDOT standards. 9 9 PP Building Data # of Loading Spaces Proposed 6 ; " PROPOSED STORM SEWER PROP. 24 ADS 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V14, All roadway fill, base, subsurface material, and backfi/l of utiNity/storm sewer trenches shall be compacted in density determined by Type of Construction Concrete/Masonry Existing Use Sheet Metal - Manufacturing Manufacturing PROPOSED SANITARY SEWER S S 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH, discrepancies between 6" lifts to 95 % of theoretical maximum as AASHTO T-99 Method A, within plus or minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a VDOT Inspector, density tests by a independent agency shall be conducted as required in Proposed Use S!` eet Metal - Sign Data Existing Area 66,567 sf- Proposed Area 1,',231 sf Sign Area Allowed 100 sf ; `v PROPOSED TELEPHONE ---- % ---- - l ---- 9. The contractor will notify engineer of record of any the approved plans and existing site performed qualified the VDOT Road Bridge Specifications. A of tests be to VOOT to final VDOT Height Allowed 60 feed Sign Area Proposed 100 sf PROPOSED ELECTRIC conditions, and copy all shall submitted prior approval. Height Proposed 3-7' feet Sign Height Allowed 35 feet r 10, The developer is responsible for the relocation of any utilities required by this site plan. Sign Height Proposed 35 feet PROPOSED GAS LINE 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where CO%ltC�' Numbers Seals and Signatures PROPOSED WATER LINE 12. All controlled fill must be compacted to a minimum of 95 % density following Method 'A' of the Standard determined necessary by VOOT Inspector. PROPOSED WATER METER %:'i 1 "WM Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a soils engineer. A report supersedes V16, The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT PROPOSED FIRE HYDRANT D& PROP, FH professional geotechnical this note if minimum design standards and is the developer's responsibility. provided, 13, The contractor is responsible for contacting MISS UTILITY prior to any site work. Ail utilities shown on this plan V17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be Engineering Firm: Montgomery & Associates (540) 869-0308 Surveying Firm: TH dF r"4) OFinstalled 06.4are LABELS & FEATURES approximate locations and not all utilities maybe shown. b the develo er or at VDOT's discretion b VOOT on an account receivable basis, Stop si ns shall Y P Y 9 be thirty (30) inches tall with high intensity sheeting, The bottom of the sign shall be six (6) feet above the GreyWolfe, Inc. (540) 545-7823 Zoning Enforcement: , -14. BENTGOMR I�COMMON The contractor will contain all litter and debris on -site. The work must be left In an order! manner at the end Y of each ed a of avement and the ost shall be a minimum of four 4 feet from the ed e of avement. Sin osts 9 P P O 9 P 9 P shall be of a type found in VDOT's approved list. A copy of this list may be obtained from the district Department of Planning (540) 665-5651 , OAT M ONTGOM ERY2 rr PROPERTY LINE OF PROJECT workday. section. Contact the local VDOT Residency Office with any gcuestions regarding sign material and placement. Site Inspections: No. 030342 iu No, 02331 NEIGHBORING PROPERTY LINES 15. An approved set of site plans must be on -site during the construction process, Department of Inspections (540) 665-5650 O,� ��z EASEMENT LINE 16, The contractor will notify all utility companies prior to excavation within easements. V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local Erosion and Sediment Control: Department of Public Work; (540) 665-5643 FSS Gti� �qN y0�' IONA D SUP"i j 17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: PROPERTY CORNER FOUND days. Fred. Co. Sanitation Authorty (540) 869-1061 o PARKING SPACE TOTALS 12 V19, Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader, Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 THESE PLANS REIN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION W O ti ® ? T " "MEN GENERAL NOTES "�'S Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests, A Gas: Shenandoah Gas Co. (540) 869-1111 C3 ADA HANDICAP PARKING STALL EPA/t I �' INSPECTION MISS UTILITY: 1-800-257-7777 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE U certified copy of the test results shall be provided to the Residency Office. In addition to checking stone ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, �, .� m Uj 1. Buildings) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 and the BOCA National Building Code/1996. Other codes that apply are CABO All Accessibility (Storage) 9 PP Y tY and the Usable Building & Facilities, SIGNS `� SANITARY MANHOLE IDENTIFIER O depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testis of the density control strip, g y P � W 2 � `C O%�ll% Ge/'T e%� N®tG5 2. The requirements in BOCA mandate either a fire wall Section 707 or a fire suppression system if height and q ( ) P 9 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road and Bridge A these tests. A Maximum 1. Exterior lighting will be provided by wall -pack STORM DRAIN STRUCTURE IDENTIFIER 0 area limitations are exceeded for the type of construction under Table 507 of BOCA. 3, A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for Specifications" (Section 315) and VTM-76. certified compaction technician shall perform certified copy of the test results shall be provided to the Residency Offce, A VOOT Inspector shall be notified Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance lights attached to the building & lightpoles. 2. All lights will be shielded or directed to prevent ( � J LIGHT POLES -�- building permits. Plans must show all Ingress/egress locations to the exterior per CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. and given the opportunity to be present during the construction and testing of the control strip. Floodplain D acres 0°/a D°/v glare on neighboring properties. 3. trash receptacles will be in an enclosed `+, 4. Maximum slope across handicap parking stalls shall not exceed 2 %. P P P 9 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. V21. Approval of this plan shall expire three (3) years from the date of the approval letter, Lakes & Ponds 0 acres 0% Q% Wetlands >1AC 0 acres 0% 0% six (6) foot fence. x (6) f N LOCATION OF TEST PITS 4. This project will not disturb any environmental 6. The 2000 International Building Code can be utilized for building design, o 0 Sinkholes 0 acres 0 /0 0 /o features as defined by the Frederick County Natural S. W. 0 acres 10% 0% Zoning Ordinance. f� ��p FIRE MA S LL GENERAL NOTES TRIP GENERATION DATA Retention Areas 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES Steep Slopes >15% 0 acres 25% 0% granting easements shown on this plan. 6. Easements will be recorded and copies sent to the 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% parties involved. Z INLET PROTECTION 00 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 7. All utilities that will service this site must be 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, ® (D(/ p F//� p)q�/p�+� T pp�� DATA TAKEN I ROM T! 0/m LT.E. MANUAL 6th EDITION placed underground. OUTLET PROTECTION Op 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited. APPROVALS W 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. MANUFACTURER (CLASS 140) 2,10 (PER EMPLOYEE) X 120 EMPLOYEES = 252 VP®'S � CHECKDAM CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE DD o WSC SILT FENCE W/ WIRE SUPPORT WF NAME: PINGN TES Frederick County Zoning Administrator Date i js SILT FENCE W/D WIRE SUPPORT SF CERTIFICATION #: 1. Miss Utili must be contacted prior to planting. Advise engineer of record of an conflicts in planting locations Utility P P 9 9' Y P 9 1, Site Plan approval from V00T will expire three (3), rs from the date,o f the appro aJ letter. EXP.DATE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. a,..,.� X R'` 2, Frederick County Zoning Administrator approval expires at five (5) years from the datb of site plan approval. SEDIMENT TRAP ST2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: 1/07/04 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity asset forth in and be well branched. The planter shall guarantee all plants for one year. not in progress at the end of this period, Authority approval shall be void. SCALE: N/A the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The FILE NO. 0127 CONSTRUCTION ENTRANCE CE Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, &Designer 2. 3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner, owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections, shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans prior to commencing any site work, must be submitted and approved prior to constructing any structure, Furthermore, the site must meet all ADA 3, The contractor will possess a Land Disturbance Permit prior to any site work or construction, 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, requirements and be approved by Inspections. SHEET 1 OF 5 4.3-("19))--15 STON_F0iALL-A0V,M5, '.LC INSTR, 9000005J 4J- ((19,)- l0' _iT GARY W. ,9OVE &_ TiVM43 i C. MITCUELL t �Fc i ¢ ZONI-D: w-1 j 1AVSTR. 006006446 h r USE, INDUSTRIAL t O - :UED: rrl- 1 ,- ,.,r<_�•rr«, :.�,.�.W �,������.�,�,,.��,,..�•,�K,...yv- ' ( '.� ! ! I USE: fNDL`STRIf L u, r�■���I.�rl ®ew,.a..r, m_." I easE�-e-.c-, e��a�r+rrrrrlrrrrrrrrr`Irrr�i���ri^�.�..-�,�-�e�'�c+�y`Ir����'... . ,�c��we■.�I��I�.�r�+_.������,_n. ���..J. ,ri�i.:�. 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FH EX'STINC> WAJERLIA'E \ _ ..._.__ _.._____.- Ex wv EX r NV • g, �?� yl ii"� ,,,...,.,..,,.,w.y.. 11kk- ,.,,>.,.,...�.e,,,.... 4t`�t ,..--..,.,...,,„,... '��;�' .. ... ,�,�yT_,. ,,.:....7w. � •`yTs¢ � .. 1�,QQ �.,,..,�,�.«,.,..,>.. ryj ....�.�,>...,,.,,,.�_.},�bx :,.,.,....,. �'p yq„� f �_-t»_._._._ „_._ _ __.-..__—.._..._ _1 ! n .... 9 i�! �„<.....,..ro.l�..._.. 4 V °S•t,... , ^'�..' VV .w.K,..max•,,.•,.bA,�7. .00eo..,,:r,.�.w.,... +m....>,,.wa....a.,.+, � ...x».ww..,w....�.w.• fit'` ,....:.,,..+,..,._.w.�.» i{ �, »....,......-..,. li} .w..,,r.r,.>.++.�rv»>. }.i <..,,-....,w.+ew r }�{ ti , LENOIR CITY COM/aPIY OF V/l?GlNlf', E 0 , R. O. VV r !; } ._- --- i TIL. FORV JOAES, TR. / 0MC PROPI-RTIES /,UST. 01009.2092 ZONED: IV- I USE: INDUSTRIAL ` I — �t_..,.�II�..�.___I�I�.�..��.�1.�.�.�I�,�..�.�/..�I._._I�...�1�1�-------�----I_•_- -.�..� I�.__._�..�1���1�.._..��._._..� 1�._.__.�..�..� .��..�.A-.�..�.��.,�-._._-..� 1�-----�•-_ MIN. 12.1 CG-- 6 �\ G IG 3' M/N. CG-6 NOTES: ,I --1 1 1. H/C SPACE-5 MAY NOT EXC'EED A 2% SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. J. !vH17E STRIPING SHOULD BE 3" W'DE. 4, H/C SIGNS TO BE SET 3' BEHIND, SIDEWALK OR MOUNTED 10 LVILDING IF POSSIBLE R7- 8 HANDICAP PARKING SICI'V,,,,, (12 " X 18') INTERVATIC'NAL SYMBOL OF A6CESi181Ll TY IF REQUIRE0.\ VAN ACCESSIBLE PENALTY $1 C10-5,00 TOW -AWAY ZONE RESERVED PARKIIVG MAY BE .PLACED ON ONE BLAhfK. ,. ADJUSTING Th'E REWIRED HEIGHT — TO ACCOMODATE _ THE ADDITIONAL LINES � j k REQUIRED EFFECTIVE" JUL Y• 1, 1998 '`!- PARKING SURFACE --'——'---11- CONCRETE WHEEL STOR --�- (IF REQUIRED) HAVD,!CA,P PARKING' SIGN DE-TA!L (NOT TO SCALE) OF SAl-2f4 6" Of" 21-B COMPACTED TO 957 DENSITY X/` ,VBG•RADE FREE OF ORGANICS v\ & COMPAICTED TO 95KO.' DENSITY TYPICAL PAVEMENT SECT,'ON UNDER THE PARKING LOTS 41, Or #5 7 S 6a �d '� 8" Of" O.G.B. a (3 E; " ROCK) SUBGRADE FPEE OF ORGIWIC.i & COMPACTED TO 95% DENSITY TYPICAL_ S70NE SEC; TION THROUGH THE CONTRUCTION E-NTRANCiE AND ROADWAY 1.5" OF SA4-2A 3" OF W-2 8" OF 2' 1-B COMPACOTED !� TO , Z DENSITY SUSGRADE FREE' OF ORGANICS & COMPACTED TO 95Z 9EN>ITY TYPICAL'_ PAVEMENT SECTION UNDER ALL, TRUCK AREAS - 4 " OF 000 PSl CONCRET MV FIBER 0 1 4 " OF 21-8 COMPACTED TO 959 DENSITY SU6`GRAOE FREE' OF ORGANICS & COMPACTED TO 959 DENSITY TYPICAL SDEWALK SECTION Lighting General Notes., 400 WATT L.rGH7- 1. Proposed Lights, for this project are Hubbell RC:SA-400ST (400 Watt) Lights, or equivalent. 2. Conduit roate and lighting 1as,out design must be, surriblttetd to engineer or approved by, a lLghtin gi engineer prior to installation. 3. Lighting must t e installed so as not to produce glare onto ,neighbors; and roadway. PA VEMEVT � — 2'-0" MINIMUM SFACINIG (STD. CG'•6) C:URB.rNG EX, v(V EX. WV EX, B. 0. C EVERT -TT G: EMI-RS DO 48J, PG 6 Z70NEL): M- I USE: INDUSTRIAL 4-�-((19))-6 SIMON P. NEWLIN, INSTP 009005340 ZONED: M- USE: INOUSTRW e , ,r i f �� 70 ,� N tO 1 o 1E\� a to o.' �r 12 !4 % V .. In N '0 U) ,N E Q 1�0%v �6-6 CIE c tit tL �J c E t Zr G3 O Q o N �I _0 OE 'n ■ J CA 4-J r� C O ij _ O Cv U v �� ? C L ti CD:��; 0 fu Cz C1 J o (, L 0 DATE: 1107104 SCALE: 1" = 30' _0' 30' FILE NO,. 0127 T TICAL. INSTALLATFON OF LIGFITPJLE:S 8EHIND CURB & GUTTER GIZAPhIC SCALE'SH!_ET 2 OF s STORM SEWER ITEM TYPE DI-1 - 4'DIA X 4' TALL RISER W1 GRATE 2❑ 32'OF 15" RCP CL3 wl ES-1 48'OF 18" RCP CL3 wl ES-1s F4 160'OF 18" RCP CL3 wl ES-1s M5 60'OF 8" PVC (EXTEND EX. ROOF DRAIN) 6❑ 40'OF 15" RCP CL3 wl ES-1s (3 EA.) 80'OF 54 "X36 " CMPA (ASPHALT COATED) ❑ MITRE ENDS AT 450 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC 0 4.5' min. Comnanted Soil PLATE 3.09-1 PIPE OUTLET CONDITIONS I ado (MIN.) IIPE OUTLET TO WELL )EFINED CHANNEL /o _L d SECTION A -A FILTER CLOTH KEY IN 8"-9*; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MA)CIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 DE VEL OPMEN T NOTES 1. Existing water and sewer in the building will be used. Additional services or lines are not proposed. 2. The construction entrance and road from Tyson Drive is necessary to deliver the precast beams for the addition The existing entrance will not accomodate the oversized loads. 3. The exisiting finished floor is the benchmark for this project. 4. The two concrete docks on the south side of the addition will have dumpsters placed between them. Railings and safety chains will be shown on the architectural plans. 5. The fire lane shown will have topsoil placed over 6" of compacted stone layed upon geo-fabric. The contractor is to maintain positive drainage from the building to the pond or towards the Lenoir Drive. OUTLET PROTECTION CULVERT SIZE Q — 10—YI? WIDTH (A) APRON LENGTH WIDTH STONE AREA (SY) J 18 14.2 cfs 4.5' 14' 15.5' _ 6" 15.6 4 15 6.1 cfs J, 8' 8 ' 9. J, 6" 6.8 6 15 J. 6 cfs J. 8' 1 5' 6.3' 6" 2.8 .. ..... STONEWALL -ADAMS, LLC i GARY W, DOVE & THOMAS /NSTR. 000006553 I C, MITCHELL �J ZONED: M_ I INSTP. 000006446 ZONED: M_ I USE., INDUSTRIAL IN USE. TRIA L It N,,)s. J., PP/ Y_ .... ........ F S 40029,28 E,-,­13,20.00' WATERLINE �kl/\/ V= 722.6' GUY RID 8W X. __W ML W E WV _W.__,=� W.- _= -n W N _-Z EX. GAS SERVICE E-1 2 EASEMENT T ....................... L 0' WATERLINE ASE GA��, GAS GAS GX., .... ...... . ... ... ...... S id -------- - - /0 E�', SEWER LA TERA L A 311 1 42t VAN DOOR L 232 NJ EX OVERHEAD DOOR C/\0 23 EXISTING EUILDING MM DOOR 3" PVC ROOF DRAIN USE: MANUFACTURING L GUY 567 sf APPLY 2 OF SM-2A 1 66) 4� iDp EX WV it OVER TAR & CHIP SURFA -F= 725� i "i Ex� W� L T PA VEY44�NT 4,3-((7,9))-,9 ZIVIC FAMILY, LLC t FH Z, _X INSTR. 000007795 60. 23A wv -RHEAD DOOR EX DOCK DOORI. EX 0 VE ZONED, 4 USE, INDUSTRIAL 4 EX. ARV ki f EX DOCK DOOR. VAN DOOR L E 23A EX DOCK DOOR Lu FAVSTING CG- I 24-3 VAN DOOI�, EX DOCK DOOR ' ............... ENTRANCE APPROVEO N V El DOCK DOOR � 4 -D IN 2000, ., f` 1 t INSVLLE-D AND F-- F-T! TE GUY 00 IAISPE� MWO 00 24 _3 + PP EX DOCK DOOR", r. ?, Q) -3: 24' 20' 50, C::� PROPOSED �,' c USE: MANUFACTURING Q) "A 11 Q) 16,2J 1 sf !""T Q� V, �4, I C) FF= 725. 00 3 =711.5 Q) . . . ....... 3i INIM wmmr "I'll, 1 \ -P-.F . . ..... V-A%, a ..... . . . ..... z t 2-i 22-9 22-2 LU ES . ...... 21ti ell, IN 712.8 1 K d4A, '14 LIGHTPOLE 21a+ -2 1 21-0 21-0 ct -\,AIV= A/ �X. A R V -fS—. \XJ 714 7- 1W 714.8' V -, , _­ Ex WV +i `_X 10.6, V 7133. .. ........ E N 40029 28 W I J08.22 V, Etjj Ex. FH W W W W W EXISWTING WATERLINE W W EX. W V W A11­­_W W W/ t W W EXI WV t 43-((19))-8 EVERETT G. EVERSON D3 483, PG 5 ZONED., M- I USE- INDUSTRIAL 43- ((19)) - 6 SIVION P. NEWLIN, jR /NSTR. 000005840 ZONED: /V_ I USE- INDUSTRIAL Z Q UJ Z ■ QQ) 0) U_ r) N ONO Q) I'll :3 CD 0 U M 0) MaO RooN ,C3 a Q8J Z n -0 C: fu Q) L CITY COMANY OF VIRCINIA 3 60 R. 0, W. Q 4t— - DATE: 7' It P 1/07/04 _4.3� TILFORD JONES, TR. SCALE: 1" = 30' z BPI C PROPERTIES INST. 010002092 1 I 30' 01 30' FILE NO. 0127 ZONED.- V_ I USE INDUSTRIAL GRAPHIC SCALE SHEET 3 OF 5 2-3" Saucer 2- Prune out any dead or broken branches, remove a// togs, labels, strings, wires, etc. from plan. 2-J" mulch Set top of root ball equal to or 1-2" above grade. A, Remove container; use sharp blade to make four 1/4"-1" cuts the length of ball and cut a 4X on bottom of Vy ball,• loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead -- h—k-n branches all togs, labels, wires, etc. from Prune codominant leader-&— DO NOT purne terminal leader or branch tips Prune rubbing or cross bronches­--�, I A Prune narrow crotch angles & water spouts ---Prune broken branches Remove togs and labels_ Prune suckers Cut away a// balling ropes 2'�-J" mulch kept Remove top of wire basket away from trunk Soil well to contain water 4. F" mulch IN, Set top of root ball equal to or 1-2" Backfill soil above grade. Partially backfill, r water to settle Widen and ;;� soil, finish holes in wall backfilling 9 rope & burlap oot ball. Area for water Remove container and cut drainage (Pipe circling roots if or tile could container -grown, or as be installed) much burlap as possible if Dig hole 2-J times field -grown Leave solid soil pedestal - not width of root boll. dig deeper than boll depth Dig hole 2-3 times root bull width-- BALL & BURLAP SHRUB TREE PLANTING DETAIL SHRUB PLANTING DETAIL (NOT TO SCALE) 1hin'r Tn SCALE) Parking Lot Landscaping Data 425'= Perimeter Per Code Propose Interior 1 Tree per 10 spaces 2.4 3 (24 new spaces) Total New Impervious Area 1 per 2000 sf 9 17,475 sf 8.7 Percentage of Green 5% 6% Area in Parking Lot 874 sf 978 sf New Lot-17,475 sf TREE - Dogwood (Cornus Kousa) - 12 PROPOSED OTHER DECIDUOUS SPECIES MAYBE SUBSTITUTED WITH APPROVAL OF FRED. CO. DEPT. OF PLANNING 2 " CALIPER AT TIME OF PLANTING STONE CONSTRUCTION ENTRANCE 70' MIN. . . ..... EXISTING �ZEMI PAVEMENT A Aj 5:1 IITEI 11N.. A "T' A OUNTABLE BERM 77m.a'"SIDE "OPTIC (OPTIONAL) ELEVATON V GROUND 70' MIN. T 10' MIN. WASHRACK) _�OPTJO L NA �c 4.4 EXISTING PAVEMENT / VDOT 81 1 1 —'\ POSITIVE DRAINAGE 10' MIN, COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW .1 SECTION A -A UKAIN wmt-L SECTION B-B I VDOT #1 COARSE AGGREGATE FLOW 3- CLASS I RIPRAP DETAIL MODIFIED FOR THIS SITE SEDIMENT TRAP SCHEMA TIC ELEVATIONS 0.5, 100-yr EL=714.25' TOP=717.0' CREST OF EMERGENCY SPILLWAY EL=715.5' 15" RCP - 32' @ 1 % SEDIMENT CLEANOUT POINT XWATER TIGHT CONNECTION BETWEEN ("WET" STORAGE REDUCED RCP RISER AND RCP. INV. EL.=711.5' TO 34 C.Y./ ACRE) EL.=752. 3.5-ACRE DRAINAGE BASIN 12,663 cu.ft. CAPACITY REQUIRED POND DESIGN WILL HOLD 14,517 cu.ft. SOURCE: VA. DSWC PLATE. 3.14-2 - MODIFIED FOR SITE SOURCE: ADAPTED from 143 Maryland Standardi for Soil erosion and SediMl Control. and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 p 01 W w. N x 'k STONEWALL -ADAMS, LLC 4J-((19))- 15 4J-((79))- 70 INSTF, 000006J5J GARK W. DOVE & THOVAS ZONED: M- I C. MITCHELL INSTR, 000006446 FOOD SERVICES, LLC I. USE INDUSTRIAL fi ZONED, M-7 INSTR. 030022373 ZONED, /Ll- I E ONE USE: IND� 1 5 TRA L % USE. VACANT Awl % PP/ .......... E" 7 t126M 71 S 4&29.28 ... .... ...... . ..... --t-o Ex g W GUY PP —TERLINE i 4 —1 W A EVENT:�7 X OAS SERVICE C/o 4 CMP�, 7�0 E,- \EWER 04­­ F�� LATERAL 4*11 EVERETT G. EMERSOh V_ DE 483, PG 6 MAN DOCK J ZONED� M- 1 cZ) L USE., INDUSTRIAL 23 EX OVERHEAD DOOR Cyp 4­11- 23S*' I A 39 IVAN DOOR DING 111V-+7�1815 EXISTING BUILL VC p Ell 8 P ROOF DRAIN USE: MANUFACTURING L��j 66,567 sf APPLY 2' OF SW-2A 'N „1 I Ey, WV OVER TAR & CHIP FF= 725. 00' k 11 A4 45-((79))-9 41 EX. m SIMON P. NEWLIN, JR ZIVIC FAMILY, LLC INSTR 000007795 INSTR. 000005840 F/ DOCK ZONED: M- 7 • ZONED, "-I FX OVERHEAD DOOR DOOR WV ------ USE INDUSTRIAL USE. INDUSTRIAL O (zi 43-((1-9))-J7 EX. ARV MAN DOOR S Z�: i i (.". ;Nj THE NATIONAL EX DOCK DOOR 23 WILDLIFE FEDERATION 6 ZONED, V WL Z EX DOCK DOOR VACANT T USE. 41- ljll— VA N' DOOR, EX DOCK DOOR EASTING 06- 11, IWO— ENTRANCE APPROVEV, 10, •/ � I INSTALLED, AND L J EX DOCK DOOR INSPE�FLID IN 2000,,,� CONTR4CTOR TO VERIFYADtOU417F CLEARANCE . ... .... —24 - — I `� ­� .�- — � e0 EX DOCK DOOR 4— pu Q) UNDER UTILITIES AND COORDIMTE RAISING '�O\ 50, 7�- Q:) LINESIF NECES54RY 24' cl- PROPOSED ' - I ,, C/o ae St cn CTURING' L % 4 1 INSTALL 0-80) 54�06- CYPAS 0 0.5Z. -� �6,23 gAsf ticMPRE THE ENDS 45' AND PLACE RIP -RAP• AT �W 711.00' ff'.=,725.001' 7 \ f�' 1 R= k2Bas+ ► I g j"21', 1 ..... ...... . ....... A 7 fROM IADOT IS RE IN 712.8' R ENTRANCE PE R NT ARY E 7EMPOR WIRED PR;V�OR' 7INV 114! -Aj -in � �T EA It� 2 CES1 71 -A(T, NCtAN9 P040 N IN 5 1 21s' —21A L q Ni N �4 • C. -ji Y, r". i /,Y V=7,, ? i T 7X, ARV d 1W, 710.6' 40 48 OF 1R' grp 716, 4 71 W 71� EX 10' DRAIIAGE AND UTILIV L-ASEVEA/F �—,712- Ilk V= 7 13 W IN W.- 'i "" — -- ­ -- ) 14 �x WV 1W, 710.6' -1' - - ­ ­1 ­- � ­­ I I" / W _ JJ08.22, N 40'29 �28 W EX FH 0 W- W W W W W W W W W W W W EXISTING WATERLINE' 4i — , X� WV W EX, WV W W W W W W W W W W W W W W --w— W - az� W — w , jj- -mac `%L 7—t w 7, W W•W W, W — . .. . ... .... LENOIR CITY COMANY OF VIRGIN/A 50, R. 0. W. EX JO' DRAINAGE EASEMENT 77=. 1PP FILFORD JONES, TR. 43-((79))-35 HMC PROPERTIES V. WILLIS WHITE & /A`S� 010002092 STEPHEN D. WHITE ZONED M- 1 ZONED. V- 7 I USE' INDUSTRIAL USE, VACANT LJL 0) r,4 Q) 0 i�� U 't �t "D C), 0) C Q1 I_u M _j wa DATE: SCALE: 5011 0 50' FILE NO. GRAPHIC SCALE SHEET 4 OF 5 1/07/04 1" = 50' 0127 EROSION & SEDIMENT CONTROL NARRATIVE PrcZ#?ct Description This site is located in the Stonewall Industrial Park on the west side of Lenoir Drive. The purpose of this development to place a 16,2.31 sf addition onto an existing manufacturing center a 10 acre site to be used for a sheetmetal fabrication. The existing parking areas will be relocated to accommodate the expansion, Ex.istinq Site Conditions The area for the addition is an asphalt parking lot. The new parking area will utilize an existing truck area and an area of grass and scrub trees.Drainage flows from the north to the south. All development will send drainage south to a stormwater management pond. AaLcent Parcels The surrounding areas to the east and west are state roads, the Area to the south is.3 60' private right of way and the areas to the north contain industrial warehousing. The grading plan for this project proposes all developed runoff to flow to the southwest into the stormwater management pond. Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Swimley (#.39B) and Oaklet Silt Loams (#32B) with rock outcroppings indicating Fredick Poplimento's, These soils have medium erodibility and runoff-. Cr,Ttical Erosion Areas This area is known for Karst topography and contains limestone outcroppings and clay that shall be managed by diversion dikes with check dams and a silt trap. Special attention should be paid for evidence of any sinkholes on this site during the construction process, Erosion & Sediment Control Measures All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook, Structural Practices Install construction entrance (with wash rack if required by inspector) Install diversion dikes with check dams Install ditches with check dams Install culverts with inlet & outlet protection Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1 ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations, ES-2, The plan approving authority must be notified one week prior to the pre-Itonstruction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, ES-4, A copy of the approved erosion and sediment control plan shall be maintained n h it l! times. o the site at a ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority, ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately, General Note: The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. SEEDING .SCHEDULE 'Section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of 4". 2,),ou/verized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs per 1000 square feet (2 tons per acre), 3.),rertilize with 10-10-10 at a rate of 23 /bs per 1000 square feet (1000 !bs per acre), 4.).Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 '% Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre, EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. for longer than 30 days, Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The is for the temporary all stocl<piles on site as well as borrow areas and soil be met, applicant responsible protection and permanent stabilization of soil intentionally transported from the project site, 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized, Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion, 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. a. No more than 500 linear feet of trench may be opened at one time. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. b. Excavated material shall be placed on the uphill side of trenches. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage property. areas less than three acres. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote b,Sufacerunoffrom disturbed areas that is comprised of flow from drainage areas greater than r e ual to three acres shall becontrolled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system stabilization. shall, at a minimum, maintain the structural Integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used e. Restabilization shall be accomplished in accordance with these regulations. In runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized, f,Applicable safety regulations shall be complied with. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure, transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area, Street wasshall be allowed only after sediment rs removed in this manner. This 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, provision shall apply to individual development lots as well as to larger land -disturbing activities, 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local Trapped the disturbed soil areas resulting from the disposition of temporary program authority. sediment and 11.8efore newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: cofferdams. Earthen fill may be used for these structures If armored by nonerodible cover materials. , r €, 43-((19))-15 1 f 4 ) - ••_ --• STON£f AU-,40,4MS, LLC E, '' ( 1 „ ! INSTR DD0006353 ZONED 44 1 , FOOD SERVICES, ttc S 3 7hOUSTP7AL q ` I i I t WSTR 03O022373 ZONED! I b € :V- ;SE VACANT S 4023 28 E'4--1:320.00 <.1 w V LL N l , • �r S ,54 �.d PA'' � --:• f a j f II { MAN DOOR i � `� � it i � � � .... _ -" ., LCG t I' , •{ �°', { rX OVERHEAD DOOR t 4 ! I _ .. h4AiV DOOR ;g I y, it6 bW 716 E ! 8 PVC ROOF DRAIN p' , 1, i - APPLY 2' Or SM-24 { FA4�7f r OII& TAR cF GYM SUt?r ,.� s �y h. { ( 'i i 2A-• :.IaFRu3u'r$•. I _y ,. \ r - ;` EX OVERHEAD DOOI cz MAN DOOR \ 23 _. ABBREVIATIONS SYMBOL E & S DEVICE QUANTITY CE CONSTRUCTION ENTRANCE 1 each CD CHECK DAMS 3 each DD DIVERSION DIKE 225 ft IP INLET PROTECTION 4 each LC O CLEARING & GRADING LIMITS F CL A n a / OP OUTLET PROTECTION 4 each PS PERMANENT SEEDING f1250 sy RR RIP -RAP f1350 sf ST SEDIMENT TRAP 1 each •a`�a'cT�..`was.r+�5.�,rzw'�4'.ku'�:zabF>•.r`naa7re?sa.;'%ez..Asa'0r,z..>��-"•�"�M1"',rx�",:a��*v*.,`'�;As`a"irtMW.sin.+k�'t:.�,?tom?.�,i>Y°�.i3b�:^.S!°-a�`.n,�•`+�. � 1 C_ MITCNr7L 1 INSTR. 000006446 ZONED: P- I .s m z<n r..• x, a x,� USE. INDUSTRIAL � -_I T x 20 t✓a. c n ASF1a N £ ER F r F CO _ h<bs,:l2a�sdSxP,st�>�.k1;'„'kms#, x!,°�,-,S"rzua3;�..1.�!,�:.sese"0v?��ke:s,. �''. O O a v ; k w, EXISTING BUILDING USE: A114/\1UFACT(,Lf 1N6' 66,567 sf ' FF= » 5 i ZIVIC FA0 '. ILC f INSTR. 000007,195 ZONEDM- I DEC.- INDUSTRIAL EX DOCK DOGR xB EX DOCK DOGR,11 EX DOCK DOGR F FX DOCK DOCIA111 o� C5 M O M 0 o OD (0 OD :E OD elk. 0 \�� on th to 1!y N O iw U E U N ,n c a OE 0 0- 2, Ua o Y I 0) p u C �' N O O i 17t r\ fir W% C O ti) o Ln 0 I � l� ao J /gyp 5 ►�` '� C N O I1J +��<7 C l � '`. ''• ` '. !' C/r�` _. _ai.__!� ..� •. ,.�� goaxs a;�:;� rm,Nx^� .`�"3s� rrz't 5. r 'Sx•a �t�sn�,�,,�'�„ ^x #{ •.,,y,•< „� ;:,p _,_.._ r� O� UCG f/.... ( te... x X Y DOOR'€. t ,�\ � », `' , t Gllf ,GUY E i cy 1 0 TO VERIFY A IA - CLEARANCE \ \` I iu arii MAN -DOOR PP .f EX DOCK DOO �r I C t r s xy All CONTRACT R vER DE"OL TE CLEA ' � � , . �- �- , . ?� UNDER Ui1LI17ES AND COORDINATE RAISING \ \ ` ' f I, i I ,. � •. ~ cn r?•, lP ONES ,IF NECESSARY CD - r 24', 20' zo. 50° PROPOSED i fir• t tUSE. MANUFACTURING � 1 I € :INSTALL (3-80) 54 -XJ6" CMPA S 0 0.59 \ \ t { :M/TRE THE ENDS AT' AND PLACE RIP -RAP ` �1 S% « 16,21 sf i v ti \ ♦ \ OP FF=72J 00 s Z Ul ;INV. 711.00' L O=711.5° v .. r *m \ { '�' . , NI 1 A TEMPORARY ENTRANCE PERM \ ...... .................... I x i 7 FROM MOT IS REQUIRED PRIOR IP _ ~'`� l``\ ,z •� ; ' I r i{ ,�`• , ��� TO THE INSTALLATION OF THE 718 -✓ IN'1• �H �,.,' ? ` `` U + i a ENTRANCE AND ROAD i 7r INV. 712.5'-..._._ 71s / �*. �,. zw x, s,� ,s _ .�._'j�.-_..�- /�• � i� ^ \« ( co _k„ J S- ,.1 , b �,:` ��-•'„ r t Try j. ,1 , 3 � �'� ,i, { o « , n riN / ,(I �.v..1 s .1 .ti , 1 J �."" f- ".• c_, ,i'; +�v r _kr/d/-7s3.5\ '. ,1 i ( r I � � 1"`t,- �' ... 4_.7 �._/,�.%' _ . rf(' T, ,% #!',\ ..-f•' r j ! ^t,v,J � t � �.. /�: '� J + t , /" i �... ,._..' { `��4 r L L G p ••-ii"' I.. � r ,, 1, �/ ,✓- ,...rf�__ --/ �/r'let:,• :'i.� ..� i _ .✓- h ..L: `�l P J I} (w , ``p , --.i,,,,f'„^'' R � ^- O 3 ,,. '�, :y= -� c_ , ' ''-_..1.� ...r... . •.. r4 ! •J-,,-, r �' I. ' ; f t,, y,.:� i.: -.--. _f .,• „ -, r' .'r.',, 1 "% , ..i' _., _ .-�, r t + 1 i to `. � 4 _ Y 40 �. � E � s � _. _ _ - -_.. _ -. _ -_ __ _ ,- aw ! 712. I .. �..--71t3--..�_ E4' 10.. DPA144CE AN0 UNITY £ASEAI£NI �712 _ 13./ �P \'\ w r 1�S N 40'29'28" W - 1308.22' D =N , - - c } OP .v �, ` - I 97i i ' ExlsrrNc t�Ar_RUNE' }r� .,,,... :,r+ .,.e.>m.,. sib- .,v... ,,.., 44r <«.+=>..,m t. 'a ..,,M.,«..«.. :4 .....,.,..... ..-,....... .,..,,,.- a,.. ,. t£Nor c, o>rA7 of ti7RcnuA 4 DATE: R '7Y C JY ! S S ( .. .: Ps°5 - -- - .w. EX. 3O' ORWNAI,£ E.4SE,M£h'7 _ .> . 1.J f GRAPHIC SCALE SCALE: -= --- -- -- -- - -- -- -- -- -- -- -- -- -- - -- - ���\•_.,,••` `"1, � � TIiFORO JLir'ES, Th. RUC PROPERTIES FILE NO. t . i & INST. OIZIO02092 G. VlIL1/S 'lJNIT` 1 S;EPH,N . VNIT£ 1 _ 1 ZONED: !e- I ZONED. ta_ I D : ' usE: INDus7arAc SHEET 5 O F 5 us£VACAN° 1/07/04 1" = 50' 0127 i a r , LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP ,, �_.1 �� oU_ EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet requirements of the Frederick County Sanitation Authority. V1, All work on this project shall conform to the latest editions of the Virginia Department of Transportation Virginia Erosion Sediment Control Regulations, SCALE 1 "- 2000' 00 � U. o d) ul r E7Pall EXISTING EDGE OF PAVEMENT ='� (VOOT) Road and Bridge Specifications and Standards, The and and any other state, federal, or local regulations applicable. In the event of conflict between any of these c, Skk 0 CO EX E ; 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. standards, specifications or plans, the most stringent shall govern. v� " 0 EXISTING EDGE OF GRAVEL _ _-...- - 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. ti EXISTING CURB AND GUTTER 4, The Sanitation Athority Maintenance DepartmentIs responsible for the Installation of water meters through 2 V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health & Regulations. a Pp E 0 , Administration and VOSH Rules �4 ...... - - EX. INTERMEDIATE CONTOUR - - - f -- - in size. Before a permanent meter is set the require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; V3. When working on VOOT right-of-way, all traffic control, whether permanent or temporary, shall be in 3 - . ,.w w EXISTING INDEX CONTOUR _•M,..... ° 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and accordance with the current edition of VOOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOTs January 1994 (or latest) edition of Road &Bridge �� o°`� a > C\Jo -0 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's Specifications, Section 104.04-C• o N EXISTING SPOT ELEVATION responsibility to have the meter box assembly installed correctly. CO a V4. The developer be for relocating, at his expense, any and all utilities: Including traffic signal > o EXISTING TELEPHONE LINE 5. For water and sewer services that connect an existing line: (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An per shall responsible poles, J ion boxes, controllers, etc, owned by VDOT or private utility companies. It is the sole Dies junction ��i� I 101. oti�1 E 0 N E ;. , EXISTING SANITARY SEWER µ°° °- - ,w.,..M., .,v.ww° ` `� application for service must be made and fees paid before work will begin, (B) The Authority shall furnish and install all 5/8", 3/4", and 1 "water services, responsibility of the developer to locate and identify utility facilities or items, which may in conflict with the proposed construction activities. VDOT approval of this plan does not relieve the developer of this ���4� 0�0 rn U r: __.- EXISTING ELECTRIC SERVICE ;,- - 1- - - - (C) For 1-1/2 and 2 water services, the Authority shall make the tap and bring the piping to the property responsibility, h' ROUTE 97 O � r EXISTING GAS LINE -- - -- - - line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. (D) The Authority will Install all sewer laterals. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. G, 1 n EXISTING STORM SEWER f 6 . When an existing water main is tapped for the installation of a new Nine: (a) the Authority shall furnish all V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use PROJECT INF®! ipRA TI N labor and materials to make the tap. (b) the developer/contractor must., (1) make application for the tap, 2 () permits for any work on VDOT right -of --way. EXISTING FENCE LINE - . . -, .. - - -- deposit (before work begins); (3) mark the location of the tap; (4) make final when the work is Owner GENRAL CONTRACTOR ARCHITECTURAL FIRM -1 pay payment completed, V7. If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by Zivic Family, LLC Howard ShockeY & Sons Design Concepts 260 Lenoir Drive P.O. Box 2530' 19 West Cork Street EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to initiation of work. Winchester, VA 22603 Winchester, VA 22'604 Winchester, VA 22601 EXISTING WATERLINE W/ TEE . ..�.. ..�- � ,�•�. ,��°.,W..- 540 667-0084 540 667-7700 540 722-7247 ( ) ( ) ( ) T F �` � -_, 8. An water service line must have a double check -valve or PZ backtlww prevention assembly, as required, y y� q � V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined Contact: Joe Zivic Contact: Gary Ball Contact: Terry Stone EXISTING FIRE HYDRANT `,s installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a length of time. VOOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ® U k EXISTING WATER VALVE H..,M.~° -~ .-..-..:.-t - ~W�=" =s ~ ° '' building, a remote readout is required. , Tax Map Number 43-((19))-9 Front(Lenoir Dr.): 75 145.7 (Ex.) O �Qi EXISTING REDUCER w.r _..-.,. µ,r. 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow V i 9 The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadwa throw h construction and maintenance of a construction entrance rn accordance with the Vfr inia Y 9 �_ 76.8 Ex. Address 260 Lenoir Drive Left Side(R. D. W,): 75 ( ) Area 10, 016 acres Right Side: 25' 29.3' Ex. 9 ( ) � o prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote readout is required. Erosion & Sediment Control Handbook Sec 3.02. Furthermore access to other properties affected by this Existing Zoning M-1 Rear(Tyson Dr.): 75 767.1 {Pr.) ; ® � EXISTING TREE DRIP LINE :.- .,.,.._..:,.- :._, __:,,_..•,_. _ ,...; ....,._.-,.,.; .- _- ro ect shall be main p J tained throughout construction. Proposed Zoning M-1 Existing Use Manufacturing Parking Setbacks Per Code Proposed i V) w V j C EN L PROPOSED FEATURES V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Proposed Use Manufacturing Front(Lenoir Dr.): 25' 66(Ex.)' Left Side(R.0. W.): 25' 18' (Ex.) ; ® o 0 V 4 It construction. Right Side: 5' 29'(Ex.) ! 'C 1• Permits must be issued from VOOT prior to any construction in a public right-of-way, PROPOSED EDGE OF PAVEMENT PROP EP V1 1. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and facilities, Zoning Data Rear(Tyson Dr.): 25' 575' Open Space Minimum 25% PROPOSED EDGE OF GRAVEL PROP EG 2• The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. when possible are to be installed under roadway drainage V1 2. Any unusual subsurface conditions encountered during the course of construction shall be immediately Open Space Proposed f 4,5% Use For Parking Employees Space per Sq. Ft Manufacturing: 144 0.75 per employee F.A.R. Maximum 1.04) (M MEi C o 0 I •- I:) � >- rp N a 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering m PROP. CURB &GUTTER PROP CG-S and leaving the site, brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate g 9 ty q design can be determined by the engineer and approved by VDOT F.A.R. Proposed 0.19 Total Parking Spaces Required 108 �° Q Total Parking Spaces Proposed 114 PROP. REVERSE CURB & GUTTER 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of Q) " o PROP CG-6R this site will be the responsibility of the developer, Al! dama e must be repaired to original conditions. P tY p 9 PV13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VDOT Inspector prior # of Handicap Spaces Required 5 , a ; -p PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control g Handbook" Section 3.02. The to placement of fill. Where CBR testing is required, a VOOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. # of Handicap Spaces Proposed 6 ; C ; " �i contractor must maintain this access for the duration of the project, The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, # of Loading Spaces Required 5 -J "1; PROPOSED SPOT ELEVATION +50� 6. The contractor will be responsible for adequate and positive drainage of this site, and that testing shall be conducted according to all applicable VDOT standards. Building Data # of Loading Spaces Proposed 6 j PROPOSED STORM SEWER PROP. 24 "ADS 7, The contractor will obtain a Land Disturbance Permit prior to an site work or construction. P Y V14. All roadway fill, base, subsurface material, and backfill of utility/storm sewer trenches shall be compacted in 6" lifts 95 % density Type of Construction Concrete/ l - Mary Existing Use Sh= pt Metal -Manufacturing r PROPOSED SANITARY SEWER � 5 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. to of theoretical maximum as determined by AASHTO T-99 Method A, within plus or minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a Proposed Use Sheet Metal - Manufacturing Sign Data Existing Area 66, 567 sf Sign Area Allowed 100 sf . -.., ----w__.,- - - - ' `�� `> PROPOSED TELEPHONE - ------ % -- - - - - l ---- 9, The contractor will notify engineer of record of any discrepancies between the approved plans and existing site VOOT Inspector, density tests performed b a qualified independent agency shall be conducted as required in Y q p g y q Proposed Area 16 231 sf p Sign Area Proposed 100 sf conditions. the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT Height Allowed 60 feet PROPOSED ELECTRIC 10. The developer is responsible for the relocation of any utilities required by this site plan. approval. Height Proposed 35 F set Sign Height Allowed 35 feet Sign Height Proposed 35 feet PROPOSED GAS LINE 11, All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. V1 5. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where PROPOSED WATER LINE determined necessary by VDOT Inspector, ,> PROPOSED WATER METER ;:%;1 "WM 12. All controlled fill must be compacted to a minimum of 95 %density following Method A' of the Standard Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill under buildings, structures, or 9 V COn�d�Ct Numbers r �7ea�J a%�� �,�%%C�tur�s placed VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT PROPOSED FIRE HYDRANT PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. minimum design standards and is the developer's responsibility. 13• The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan V1 7. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be installed by the developer VDOT's discretion, Engineering Firm: Montgomery & Associates (540) 869-0308 Surveying FInm: TH OF f� ��TH OF j� C p C �, 191, COMMON LABELS & FEATURES are approximate locations and not all utilities may be shown, or, at by VOOT on an account receivable basis, Stop signs shall be thirty (30) inches tali with high intensity sheeting, The bottom of the sign shall be six (6) feet above the Grey Gre Wolfe Inc. (540) 545-7823 1-4 R PROPERTY 14. The contractor will contain all litter and debris on -site, The work must be left in an order/ manner at the end of each workday. Y edge of pavement and the ost shall be a minimum of four 4 feet from the edge of pavement. Sin posts shall be ofa e found in VDOT's a () g p g p type approved list. A this list from the district Zoning Enforcement: Department of Planning 54 g ( 0) 665-5651 BENJAMIN C. -4 u v MONTGOMERY GARY , OATES LINE OF PROJECT 15, Ana be copy of may obtained section. Contact the local VDOT Resident Office with an Y y questions regarding sign material and placement. Site Inspections: -° No. 030342 4, No, 02331 p z NEIGHBORING PROPERTY LINES roved set of site plans must on -site during the construction process. PP p g p Department of Inspections (540) 665-5650 O,� w p <7 EASEMENT LINE 16. The contractor will notify all utility companies prior to excavation within easements, V1 B. The developer must provide to the local VDOT Office a list of all material sources prior to construction, Copies of all invoices for materials within an dedicated street rl ht-of-wa must be provided to the local p y right-of-way p Erosion and Sediment Control: Department of Public Works 540 665-5643 p ( ) F ti� �' SS-1 q�LO ��10 IAA S U R� t ) ®"`� ~ PROPERTY CORNER FOUND 17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water., Fred. Co, Sanitation Authority 869-1061 i ® j (540) ti O PARKING SPACE TOTALS 12 V19, Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader, Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A Telephone: Verizon (301) 954-6282 Electric: A//eghany Power (800) 654-3317 Gas: Shenandoah Gas Co. (540) 869-1111 THESE PLANS REIN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION �, O Z v O �t U O ,,��°°�� n DEPARTMENT INSPECTION L ®TES ADA HANDICAP PARKING STALL �.1F certified copy of the test results shall be provided to the Residency Office, In addition to checking stone MISS UTILITY: 1-800-257-7777 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. O w 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOCA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility -o- SIGNS depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. 4 'Q w W `C f %� General NOte� SANITARY MANHOLE IDENTIFIER O and the Usable Building & Facilities. 2. The requirements in BOLA mandate either a fire wall (Section 707) or a fire suppression system if height and V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VOOT's "Road and Bridge ��' Maximum 1. Exterior lighting be by STORM DRAIN STRUCTURE IDENTIFIER area limitations are exceeded for the type of construction under Table 507 of BOCA, Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A Environmental Existing Disturbance Proposed will provided wall -pack lights attached to the building & lightpoles, 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet certified copy of the test results shall be provided to the Residency Office• A VOOT Inspector shall be notified and the opportunity to be during the construction and testing of the strip. Features Acreage Allowed Disturbance 2• All lights will be shielded or directed to prevent LIGHT POLES requirements of Chapter 17 of BOCA. Maximum slope across handicap ° 2 /o. given present control 0 o Floodplain 0 acres 0 /0 0 /o glare on neighboring properties.Z4. 3, Outdoor trash receptacles will be in an enclosed ( ) LOCATION OF TEST PITS p p parkin stalls shall not exceed g 5. A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. V21. Approval of this plan shall expire three (3) years from the date of the approval letter. ° ° Lakes & Ponds 0 acres 0 /0 0 /0 six (6) foot fence. 6. The 2000 International Building Code can be utilized for building design. Wetlands >IAC 0 acres 0% 0% 4. This project will not disturb any environmental Sinkholes 0 acres 0% 0% features as defined by the Frederick County FIRE Nl RSf�ALL NE TES T �'GENERATIONDATA Natural S. W. 0 acres 10% D% Retention Areas Zoning Ordinance. p g 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES Steep p o 0 o p Slopes >15 /0 0 acres 25 /0 0 /0 Woodlands 0 acres 25% 0% granting easements shown on this plan. 6, Easements will be recorded and copies sent to the 1• An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. INLET PROTECTION 0 Ip 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, parties involved. 7. All utilities that will service this site must be Z OUTLET PROTECTION 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. 4. Burning brush DATA TAKEN FROM THE LT. E. MANUAL dth EDITION placed underground, ®Op 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. MANUFACTURER (CLASS 140) 2.10 (PER EMPLOYEE) X 120 EMPLOYEES = 252 VPD'S APPROVALS CHECKDAM CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE Dp LXLAZ�l SILT FENCE W/ WIRE SUPPORT WF nlANiE, IA PING NOTESJ. Frederick County Zoning Administrator Date W SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION/ #.:., 1. Miss Utility must be contacted prior to planting, Advise engineer of record of any conflicts in planting locations 1, Site Plan approval from VOOT will expire threw }years from the date of the approval letter. SEDIMENT TRAP ST ExF® ®ATE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2, Frederick County Zoning Administrator approval expires at five (5} years�from -tie date of site plan approval. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots 3, The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: 1/07/04 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in and be well branched. The planter shall guarantee all plants for one year, not in progress at the end of this period, Authority approval shall be void. the plans. 4, The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A CONSTRUCTION ENTRANCE CEa,m 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor Public Works & Designer p g q g 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections. shall be void. 5. The Frederick CountyDe artment of Inspections does building Building FILE NO. 0127 prior to commencing any site work, p p approval not constitute a permit. plans must be submitted and approved prior to constructing any structure, Furthermore, the site must meet all ADA 3, The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, requirements and be approved by Inspections. SHEET 1 OF 5 --;T STON.FWAL 1. -ADIl"IWS, ':LC GARY 45- ((19,,')- 10 W. 0,0VE & THOMA3 T (D - 00006,35 INSTR. -9 ZONCD: All -1 C. VIM' VELL /A/STR. 006006446 (0 I�il USE: INDUSTRIAL -'J ZOVER, lvf- 1 a USE: INWSTRII� )D *4 E 01 PP ff S 40 0219- . . . . . . . . . . . E 320 V G y PP U Eh' 11VATERUIVE -'28 .0 722. 6' v;- Ex g/v Ex. GAS SERVICC ti- In E 0 EX 20' MTD?LTRc-1:AZTk--L .;As 0AF G/6 --i �;N� - ----- y U) (f 7 0, N, C C AMA= --C- C 1/0 IL-k SEKR LATEPAL 4-S. EVERCTT 6'. EMCPSO D6 48J, PC 6 IN E MAI N DOOR & Qi) Q) /x 'ONEI): M- I TRIAL USE INDUSTRIAL 0 E @) -0 of E I-V EX OVEFHEAD- D90R — ... . . .. N,) MAN DOOR 1N11=1718j 8" PVC ROOF Dfi-41N EXI'STING BUILOIA!G IN, :J USE: VANUFACNT�)RING" Gu, 66,567 sf i4 'j: 7 25. 00 IT 4,3 - ((19)) - 9 ()P! �X. 116/ 4 T-09))-6 L 0 CA ZIVIC FAWY, LLC IIVSTh, 000007195 --- - ---------- ty, FH 11,f" �x EX I EX. WV 5/yo N P. NEWLIN, INSTP. 009005340 B.O. M N, 'It ZONED: M EX DOCK DOOR I vv 3 � I ZoIVED. Ali - EX OVERHEAD 1,00A) USE. INDUSTRI�IL I , ; ": //VDUSTfR,0L USE; Lf) '7 J 11,1AN DOOR DOCK DOOR EX. 14RV U -X DOCK DOOR CD---------- MAN DOOR EA/ DOCK DOOR EbSTW6 CC- I I, -N )AICE rl� �ZD r -r-j - C (Z) Wall 0 \4 r Ex DOCK DOOR TR APPI�OVFO (:)C) M -D, AVD 7A L L 1. (::�) r--rl M > cc :I:z INSPL-CTEC: IN 2000.' 1 as I 7 2,1 Cuy Pf T) FX DO CA' DOOR Q) ct 6 .6 N) C /0 CID _j L-4 , -jl \IN, S 21v. x / L 0 Q--f Q) J� -1 V i \14 --- Q) N N,) 1w- L \X 1 7- N",\ 35 —J fW JW7 !-7 pm-e- T 4177 N !0 `",` 1. ' ' , ` �\ ` / ` / �. � ` \ ! t`;i ,a •, �' '� 713 "N< i, N\ Lr) T IFIFIF4- L--J �X. ARV --- --- ar & wv PP E E *29 C PID /y Pp f� E F (6 IV 40 28 W I J08, 22 Ex FN (Z w ----------- �!STING WERVAE W EY Ex wv r 'Xil 41V W C q. vq V%f tY « w — W. w W/ w U) LE610IR CID' COVIVVY OF WRGINIII: D IN 11 LLj N LQ T/I FORv JOAES, i7/?. E?"C IIROP17RTIE,� GUST 010002092 -0: d ZONE -1 ZE- 1hDU,')-TR1A11 ........ R7--8 HANDICAP PARKING SIOV,, (12" X 18') 2" OF SM-211 1. 5 OF SM -2A A11N. 1.2:1 1": 7 13' M/Pv. cv CC- 6 CG-6 V/ 'SERVED RESERVED MAY BE PLACED 6" OF 21-B COMPACTED TO 9,15.7, DENSITY J" OF BM-2 8" OF 2' 1-8 COMPACTED Lighting General Notes,., W 400 WA,TTLrGH7- INTERNATIGNAL SYMBOL ON ONE BLAW. S,UBGRADE- FREE OF oRGANICS' TO 95Z DENSITY for 0 �/ OF ACCESSIBILITY ADJUSTING ThE REQUIRED HEIGHT & COMPACTED TO 952o' DENSITY SUSGRADE FREE OF ORGANA-s 1. Propooed Lights; this project are h tubbi -H R CSA - I OOS T (4 170 Watt tt) �.4 X941 / IF REQUIRED TO ACCOMODATE THE AMPON4L. LINES & COMPACTED 70 95% 1V 1 OEMSITY Lfghts, or equivalent. 2. Conduit route and fightirg layout design must be, surribitted to �/ � VA N z, ::1 3-1, ACCESSIBLE TYPICAL PAVEMENT �)ECTfON UNDER THE PARKING LOTS TYPICAL'_ PAVEMENT SECTION UNDER ALL TRUCK AREAS engineer or approved by, a fighting engineer prior ito in.,;tallation. 3. Lighting must te installed so as not to 20"POLE' Xz ��// REQUIREO PENALTY $100-5,00 EFFECTIVE JULY' 1, 1998 Zr produce glare unto :neighbors; anal roadway. z TOW -AWAY ZOM: 4" OF #57S " 4 OF 3:000 PSI 2'-0" MINIMUM SFACMG Li NOTS: F 8 OF 0. G. B. ('31, - 6; - ROCK) CONCRETE 14/ FIBER, 4" OF 21-5! COMPACTED TO 95%, DENSITY PA MENW;r 1. HIC SPACES MAY �IOT EXCEED A 2Z SL OPE. 2. j ?A M, 9 B YIL 7 * TO 1/DOT G — 12 S TA iVDA i ?DS. ACE. ---i — PARKING SURF CONCREYE WHEEL STOR—:��— (IF REQUIRED) SUBGRADE FREE OF oRGIWIC,1� COMPACTED TO 959 DENSITY SUB'GRADE F REE OF ORGANICS & COMPACTED 710 957. DENSITY DAME: 1/07/04 SCALE: ill 30' J. WHIT STRIPING SHOULD BE J" WDE. TYPICAL`_ S70NE SECTION TYPICAL SIDEWALK (STD. CG-6) WR8.rNG 4. HIC SICNS TO BE SET J' BEHIND' SIDEWALK OR HANDlICAP PARANG S)IGN DETA!L THROUGH THE SECTION 'tor Of 30' FILE N0% 0127 MOUNTED 1-O BUILOING IF POSSIBLE (NOT TO SCALE) CONTRUCTIoN R4NCi,-- AND ROADWAY TTICAL. INSTALLA TTON OF LrGhfTPOLES BEf IIND CURB GUTTER SHEET 2 OF 5 GIZAPhTC SCALE' STORM SEWER ITEM TYPE ZDI-1 - 4' DIA X 4' TALL RISER W/ GRATE a32' OF 15" RCP CL3 w/ ES-1 3❑ 48' OF 18" RCP CL3 w/ ES-1's E] 160' OF 18" RCP CL3 w/ ES-1's 5❑ 60' OF 8" PVC (EXTEND EX. ROOF DRAIN) 6❑ 40' OF 15" RCP CL3 w/ E5-1's (3 EA.) 80' OF 54 "X36" CMPA (ASPHALT COATED) ❑ MITRE ENDS AT 450 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Compacted Soil PLATE 3.09-1 PIPE OUTLET CONDITIONS 3do (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL d SECTION A -A (`" FILTER CLOTH KEY IN 6"-9`: RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.16-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 DEVELOPMENT NOTES 1. Existing water and sewer in the building will be used. Additional services or lines are not proposed, 2. The construction entrance and road from Tyson Drive is necessary to deliver the precast beams for the addition. The existing entrance will not accomodate the oversized loads. 3. The exisiting finished floor is the benchmark for this project. 4. The two concrete docks on the south side of the addition will have dumpsters placed between them. Railings and safety chains will be shown on the architectural plans. 5. The fire lane shown will have topsoil placed over 6" of compacted stone layed upon geo-fabric. The contractor is to maintain positive drainage from the building to the pond or towards the Lenoir Drive, OUTLET PROTECTION CULVERT SIZE 0 N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 3 18" 14.2 cfs 4.5' 14' 15.5' 6" 15.6 4 15" 6.1 cfs J.8' 8' 9.3' 6" 6.8 6 15" J.6 cfs J.8' 5' 6.3' 6" 2.8 U_ �¢ �► ® u- 00 N c W10 cD � o 0 Lo � TV a�L0E � U Z � � > C L m (D o a�i E O 43-((19))-15 ( 43-((19))-10 - - - STOIJEWALL-ADAMS, LLC , GARY W. DOVE & THOMAS j I ® Q INS-TR. 00000635J I C. MITCHELL $ 0) ZONED: l�l- J + INSTR. 000006446 ; , o o USE INDUST4IAL ZONED.M-1 a-' USE, INDIIST,RIAL o \ _ _ t U `^ '-- -- -- -- -- -- _ �/! \ 1 + �, - i 1 f ; „ ~r - -- _ _ _ PP/ S 40 29 28 E _ 1;320.00_ ��4 �'A ,�22 i i 1 P: r-- - _ \ - - 8 waT X. wv l `u - - - - ..-- tl�! ---- - = j -?�L _ ___ 'N_ _�3 1 ____ .�4L_-__ !L____ _ _ _� __ ------ 4. 1�1 ---�-j- E -- EX 20' wATERLI,°�E EASEMErdT C o _ _ \ X GABS-SER�IrE `� _ -i ��S O __ �A - �n cas cas cas W S S _.__ -_S ______ S s, _'�_ __�-�. S .-a'. __`r-"`�--=.- $.;,_'-"c- S - Ste• 6 `�..___ µ ..�,._ �-•t---p ff � � � ' •� � �l zas ��e`#vms.: c ^s. ° r 5 , 9,, a n w �- - - Q �J �wr�����:� _��.s�- - \C)0 f E�` SEWER LATERAL \ i I / EVERETT G. EMERSON Z' c 4�i Zsh ` ,� _ ( , W �fl DB 483, PG 6 I a ° a Q h�iAiV DOOR ZONED: M- o r i O O \\ \ \ y o USE. INDUSTRIAL LIG 023 w ,, �X OVERHEAD DOOR23 ZT, - W ~ k - h ' MqN DOOR EXISTiI\lG BUILDING i i �w, W rI�_6� �i 18.p - E 8'-PV(, ROOF DRAIN I; �" � i USE: MiANUFACTURING If Iku 567 APPLY 2 OF SM 2A C F EX. V/V I OVER TAR &CHIP Sl/RFAC is y�. Fc= 725. 0043_ 1 ��v� \ a i � U PAI/EM NT I_ (( gJ)-g _ � .--. 1 WV W i .ti ''// A EX. WV :-_-_w %� l 1140N P. NEWLIPI JR Z1VlC FAMILY, LLC \ �cX. FH \ 23,+!! `-- INSTR. 000007195 ,� 9 ` f \N \ � � � INSTR. 000005840 \ W I I -OVERHEAD, ZONED; lu1- I EX DOCK DOOR' �j I } � �. �,%V EX. B.O.® �C �X DOOR � �� � '-� USE M-1 USE' INDUSTRIAL _ 5 w i � ' � �\ `j I I SEX. AR/ LSt. INDUSTRIAL �y W f EX DOCK DOOR LGHP E) ! 2 2 23-0 !��'AlV DOOR o ® Q E ► ' ,l EX. DOCK DOOR'. `' �� [Z Q ERG D E 24� •' r _ EX DOCK DOOR, EX>IST,'NG cc- I I fryM_...,. � VAIN DOOR �/� � � r�J` �`�•'' ,. o. .n.v.,.w m- (k' `, "'. '�f d -7•---_. ENTRANCE V-PO, ai � .. \ A D PAND� I 0 Z � cuY EX DOCK DOOR f p L' E , LLJ f INS, E� TED IN 2000. \w \ \ ao -MA OOR GUY_ _ - - _ - _ _ _ c 24-- 72¢- - �- AP- EX DOCK DOOR ll.I \ 24 ; w _ 'i �20� 0 50� PROPOSED R' `� `,,, _ ._� i c„ J /o C o i 23D USE- MANUFAOTURING R, _ ; c \\ ,� �, \ _1 i + '� '�'' ,ee W ° W ; i I ••..._�. O o 1 j , W ram._._...._. \ I `�V Z �� o 6, 23 sf ! o i o0 0 v ��"- v, �� i v� ' �.JLLJ FF- 725.00 z 5 \ \ N Z \ 2to +,•', 229 22p -• LIGHTPOLE \ 4 ly L \. 212 21 21D 21 1 ' A -714 LIJ C / I PP i , UY PP X / �lI ' i 10.6 �.�� IrvV=713. ^lNV. 714.8 -- _ __ ._ _ _ _ _ _ --�" ..�.� ..�-- _? - t .. ..+ _ - _ E --I E E --^ _ E _ E . _ _ E -^ E F -- E --- c E - ^ E -- E -- E _ E - _ E - f \, N 40°2928" IN - �308.22' _ _ _ - - Y \\ - , Ex. FH� ...� l _•... \ $�l - - _ - . __.. ;�� _- EXISTING WATERLINE �` \ j ; i , `� `-fir-- - _ _ _ -�¢ _ __ _-SEX 1 WV I � " 1N W rd w .�w.. W .� ..__.._ _. , � ��. .�. 6 �_ Uzi . a_ t - \ i El WV i `- r �� _ _ - . , _ .„„�. ` - - __ iN' W w W - w - W . _ d . W W �-- - -- IN/ - W -�~ W .�. ." W , W LENOIR CITY COlvIANY OF ORGIN!A,7-\\ 60' R. 0. W -- -- -- -- -- -- -- ----T---- - - - -- -- ----%----'., \ \ \�" i I1 DATE: 1/07/04 I PP -- - 4J= (� 42 - /TILFORD JONES, TR. \ 1 \ l \ SCALE: 1" = 30' � BMC PROPERTIES INST. 010002092 \\ / 1 1 { 30' 0' 30, FILE NO. 0127 Z ONEu. M- I USE �r''euUSTRIAL - - _ I ; GRAPHIC SCALE SHEET 3 OF 5 Prune out any dead or broken branches, remove / all tags, labels, strings, wires, etc. from plan. mulch Set top of root ball equal to or 1-2" above grade. ?move container, use arp blade to make ur 1/4 "-1 " cuts the ngth of ball and cut a 14" X on bottom of r/1, loosen compacted ats. CONTAINER GROWN SHRUB Prune out any dead �- nr hrnk.-n branches. all tags, labels, ores, etc. from Prune codominont leaders-..- DO NOT purne terminal leader or branch tips Prune rubbing or i cross branches- t`'LI I /x . , Prune narrow crotch angles & water spouts --Prune broken branches Remove togs and labels - Prune suckers Cut away all balling ropes 2"-3" mulch kept Remove top of wire basket away from trunk Soil well to contain water edestal not /•mom'/t'4 � �1•�'•w ••', I. •1': .•'�:(I.• " mulch Set top of root ball Backfill soil equal to or 1-2" '^' above grade. . ,•,• ; Partially backfill, water to settle Widen and s car- ---___ soil, finish holes in wall ! �` bcckfilling s rope & burlap •►)% oot ball. Area for water Remove container and cut drainage (Pipe circling roots if or file could container -grown, or as be installed) much burlap as possible if L I'd u - 4o Parking Lot Landscaping Data 425'= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 2.4 3 (24 new spaces) Total New Impervious Area 1 per 2000 sf 9 17,475 sf 8.7 Percentage of Green 5% 6% Area in Parking Lot 874 sf 978 sf New Lot-17,475 sf TREE - Dogwood (Corpus Kousa) - 12 PROPOSED OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED WITH APPROVAL OF FRED. CO, DEPT. OF PLANNING 2" CALIPER AT TIME OF PLANTING field -grown save so r so, p Dig hole 2-3 times dig deeper than ball depth width of root boll. 1 Dig hole 2-3 times root ball width BALL & BURLAP SHRUB T DETAIL TREE PLANTING DETAIL SHRUB PLANING (Nor To SCALE) (NOT TO SCALE) S I STONE CONSTRUCTION ENTRANCE 70' MIN, EXISTING APAVEMENT FILTER CLOTH --' 6- MIN. I A I MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION GROUND 70' MIN. T B W ) (OPTIONAL) 10' MIN. �+ 12' MIN.I inIff 10' MIN. �- EXISTING PAVEMENT L VDOT w1 I I �\ POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OOF PERATION AND EGRESS PLAN VIEW SECTION A -A REkrvrurcucu �urv�nc,c un�a�. �r..�c SECTION 8-13 J 11 COARSE AGGREGATE :.,►I FLOW SOURCE: VA. DSWC CLASS I RIPRAP PLATE. 3.20-1 DETAIL !MODIFIED FOR THIS SITE SEDIMENT TRAP SCHEMATIC ELEVATIONS TOP=717.0' 0,5' CREST OF EMERGENCY SPILLWAY EL=715.5' 100-yr EL=714.25' 10-yr EL=713.74' ;. ..'..... ' '...' 67 C.Y. AC. RISER CREST=714.5' DEWATERING DEVICE=753.2' "DRY" STORAGE 67 C.Y./ AC. "WET" STORAGE ,N?Ir� , / 15" RCP - 32' ® 1 % SEDIMENT CLEANOUT POINT WATER TIGHT CONNECTION BETWEEN ( WTO" 34 OCRAG ACRE}CED RCP RISER AND RCP. INV, EL.=71 1.5' EL.-752.7' 3.5-ACRE DRAINAGE BASIN 12,663 cu.ft. CAPACITY REQUIRED POND DESIGN WILL HOLD 14,517 cu.ft. SOURCE: VA. DSWC PLATE. 3.14-2 - MODIFIED FOR SITE _- _-__ _.___ - � i � � i , i , a /1 I I ' � 1 ` ` i - - I // II � � __ _ �!, �..e,»�.>�.���.��,���•�,�.Q�.,,.,�,�y.�� �t Z--.-._... ____ ___ t �i Jo ,' j I r � I r._._ _..__..._ _..� , � � � I v„.- 'Y"„' "` .'.""" --,..+.. ,i 1� i \ \ / \ ^. � / v=,sar iK.a'rce,o-,>ntsz:'s.,F�ua<;...u,.+a•mN9 "� v I I k 4• 1 i / \ 1 ! 1 I I' . IE rH MA a STONEWALL-ADAbfS, LLC CARP L CC c � 0 S i I \ \ INSTR. 00000635.3 t i i ZONED: V-? j INSTR. 000006446 i C. V17CHELL lw 43- (19 )-33 \ I FOOD SERVICES, LLC°• ire a� r ( ) 1 � i• '\ \ USE: INDUSTRIAL � I I ZONED Cr-1 \ \ \ \ I t ! USE. 1ND S. RIAL I I".'STOP.. G30022373 � � , \ I 1 �-.s.�,.a.�..,s.,,u:,..1�:�»,����:>�- I / \ �\ 1 t � •_ I f � USE: VACANT PP; \ I l -- _ I , 40 9 28 E 1320.60 = _ Ex. 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USE INDUSTRIAL � -- eti t 72 I�0 EX. 01,•'ERN,EAD DOOR 23 ' - µ ,MAID DOOP, �� I `\ \\ •IN'/-%18.Yi r EX/sTiNG BUILDING • \ _ E, 8" PVC RCDE CRA7N q `- \ ! _ _ --_ -- USE: i�ANUFA I URING -� \ �� \ cur ! �' APPLY roF sx1-2A _f 66,567 S`- i - J! t EX. Iry r l , AVER TAR &• CHOP SURF L FF- 725. 00' ! \ \ � w ZIV,'C FAMILY, LLC ' ~.' �'`"" �`_ ' I ! FH 1� ; � �1 Si1.lOPl P. NEr'/LIN, J.4 I to _ yI NSTR. 000007195 F n �00/�i� /i1 rNSTR. CO005840 i i % \ ` \ \ \ I,,", EX OVERHEAD DOOR zorr na: r r X DOCK f !� 1 ` USE: WOUSTRIAL : �), 1 ::. \ ` I --+r fX Wv i EX. 8.0. ZO ; 00 , US . 1. •DUS. RIAL { `- -- y e -� ,� I i _._.._ .-_- \ �• �;,,,� � SEX.. R�/ , I � C/j I i C.N ! i I+ I f \\ `\ `� � \ I.� �:.": �Y Z O I io ; II I \ \ 1 ! t { i.•.•` , EX COCK DOOR 43-Kr9))-37 I O V A t l ( { zs_�� MArV DOOR _ - . _ __ i tO rflE AAT10PlAL \ i L c £ C ! I I \ \ \ • EX DOCK DOOR I ssLD rF FED RATION ZCi1CO. 11-1 I T !Ry !�f USE. 6'ACA�;,T I ;�; O 1 ;1, 1 4 f I .� ` ,� •� \. \ \ \ 1,\ i : 1 "`" \ '-. 3 F EASTING CC -Ilk 1l �' C f I I i dyd+`l41%RCY/�p r IAAN DOOR EX DOCK DOOR j ! F-IdTRA^JCE APPROVEP, w 2 b)i iQ) I,,, \ \ 1 \ \ I ,, •.� y ' INSTALLED, Ao- p GUY X DECK DOORa \ INSPEETEO IN 2000 +. I GUYS. / co .+G ` XIAAk DOORt -. - ? �. _ .. ± \ , 2 -j 24 ! ' -7?._ �� w - r - PP c Ely DOCK DOOR / \ l I \ C CONTRACTOR TO t/�RIFY AD�QUATE CLEARANCE UNDER UTILITIES AND COORDINATE RAISING \\ \\ \ ' , - _ NECESSARY ` ` \\ M 24 20 Flo so° I.� p F \ { �T LINES /F ECESSAR � %�' ,{ , .PROPOSED � �''°`� � � coo \ ,� j�,;"��`" \ \ \ t (� USE- MANUFACTUi4%NG; a \ � � � •� INSTALL (3-80) 54 ," 06 CMPA S 0.5% \ \ \ \ \ / g % I 1 orb ( s<• 111,', { \ \ \ \ \ �j I \ I l 4. l6,23%' MITRE THE ENDS AT 45' AND PLACE RIP -RAP \ \ \ I o o �a FF=725.00': I \ wINV. 711.00' I \ `, `'\ � � � \\ ,I �=711.5' .., � � } `� 'a.. �, -,, / �` � Q \ i `n\ y i I �\ _ _ _ _ _ - - - - - - ��"`�`�` �"�`:" �. � � .�` •.- -`c- - � �. ur •� it I f fit- -- 21. j A A TEMPORARY ENTRANCE PERM \ \ i l 7f-1.2 ES �\ - t \ x,• 4 , L I _ ' ` I j\�( �,� \ I \ I 7 FROM MOT IS REQUIRED PRIOR\ \ \ _ \ LK#f/Po!E \,• �. �' 1. \ I I I i \ "b,5 TO TH - rALLA3IO OF NE !'. R lNV T 11. D E C AN�' R0,40 t P\�; INV 712 5' v \y t\ \ 71 z � � � r. � �. Z�. at. � s, z,• � t __ � i \\ I � \ � �4 � \ � tit �1 ! S !( j�' 'r /�,/ 1 , IX 1- \.4 ✓ "I._�% ,C Cr \ `�r ��1 �`' i / '\ r' 1� \ 1-�✓ I i. � i ( �`\ / >? �..,/,J,. �' \I % 11 r � �>� ' rf�•,L� / r .-, i (�'� � /='-!• ��`f , ~� � 1 t i�. �yl 7�, � \, .� r'�. .,...,, M `` - t., t ( � l_� r G'��. �rJ�/e!� J f '.✓/r) _. f)" ^� f/ �'. �f 1, \ i / ^ U i j� r i 71 , "sue © t � 1 ' -•\rv'� -' \ - i- � G, .,� � <.✓ . / . , � •+ J / t� G �+ \ ` s+� � % / /~ 1 � L � '' �,a+? :��+` ' \ , '�/ � � � C� � e•+ F' yv=3. _ ' 1 `. •°"„" w..,,.„ f '►+ 1 � ,� M1 I i�'` `''`�,�/f '� \ g ` � � 0 { l /� 1 \y 1- �- �i-"� '�, (�_\; �II Ii �•�-� I p e \ / / .'`\� 16 I. /�lL I 1il nv�}¢ 1 4l I \ L'R`�✓ _ _ _ -- \ 4 ! 1 y \ +^ ) X \.� ill -\ 1,✓"\� -� i ,� - ✓ w__.i ��.•�� ! •'�i`'� 1.. I � � y _�..- -^-�_ •-'•�- .:-"'_' �.__-.--,., \, ) X. ARV i or Prp TIN 71fi r, 40' " 714 , \ 71 i ' " 71 `\ � . '�y fs-f � `` „i - ---" {/- \� -- =: rl /' 1 X WV i I '' W ' EX. ,'CCRAAGE AND UTrL!,1Y ESSEVENT �71 INV 7f0.6 �4✓-7!3 > `lNir-714.8'� N 40'2928" W - 1308.22' :�.�e-.,.,..:....1„ kd .-..„...,.._ ,. ..,...it....... .'.......... .,....- e•1 1. f EXISTING WATERLINE '1 ,;, �`a. ! ! EX. w"l/ ..."�' __- ._.._- ._._ ..�... - ��'-- EX( 3V 43 - t t 5z1 W „ -- t3 e Ise e1q a ; p/ W If _... i�f Sk- • - tr; k�l W -- Y I �.,. ? a t tr -- - y 14 W �_ it 77 LEN&W CITY CO,MANY OF WRGINIA ! \ \ it I ! \ 7j O - ` c� 60' R.O. IV: EX 30' D,RAINAG£ EASEMENT P.LFO.RD JONES, R. EMC PROPERTIES (( ) I INST. 010002092 t I M. WILLIS WHITE & `\ ZONED.' M-7 i k, STEPHEN 0. WHITE \. / USE: INDUSTRIAL ZONED: 41-1 I t USE VACANT , I U O tl co M o c0 W �w o 0) o o 00 LO O O ZZ LO o� O � N U IL E U :3 o +�ID 0 E a1 E o Q O M W z L C) Q IIII N Q L,) Ln O O O I U C I C _ O ' (B 0)Roo O j \O N _ I tbp O (�� U I i =3 T3 v iun N� C J I 1 V I DATE: I usu:a.,.ew .un:es+a+:w.m,.w,aaax.,.m. SCALE: I 50 ' U' 50' FILE NO. � I t IGRAPHIC SCALE SHEET 4 OF 5 1/07/04 1" = 50' 0127 EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located in the Stonewall Industrial ,Park on the west side of Lenoir Drive. The purpose of this development to place a 16,231 sf addition onto an existing manufacturing center a 10 acre site to be used for a sheetmetal fabrication. The existing parking areas will be relocated to accommodate the expansion. Exfstino Site Conditions The area for the addition is an asphalt parking lot. The new parking area will utilize an existing truck area and an area of grass and scrub trees. Drainage flows from the north to the south. All development will send drainage south to a storm water management pond. Aa_'Lcent Parcels The surrounding areas to the east and west are state roads, the Area to the south is a 60' private right of way and the areas to the north contain industrial warehousing. The grading plan for this project proposes all developed runoff to flow to the southwest into the stormwater management pond. Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Solls Survey of Frederick County, VA" shows Swimley (#39B) and Oaklet Silt Loams (#328) with rock outcroppings indicating Fredick Poplimento's. These soils have medium erodibility and runoff. Critical Erosion Areas This area is known for Karst topography and contains limestone outcroppings and clay that shall be managed by diversion dikes with check dams and a silt trap. Special attention should be paid for evidence of any sinkholes on this site during the construction process. Erosion & Sediment Control Measures Allvegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook, Structural Practices Install construction entrance (with wash rack if required by inspector) Install diversion dikes with check dams Install ditches with check dams Install culverts with inlet & outlet protection Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 tErosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -Construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be main, tained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (Including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until Final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device, ES-9. The contractor shall Inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. General Note: The Erosion & Sediment Control Inspector- will retain the right to add to or modify these erosion and sediment control measures :during the construction process, within reason, to ensure adequate protection to the public and environment. SEEDING SCHEDULE ,Seotion 3.32 of VESH) depth of 4 . . �T"o of will be spread at a minimum l s / pp ) , p 2,)Pu/verized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). C - 23 / per 1000 square feet 1000 lbs per 3. , ert�llze with 1 0-10 10 at a rate of lbs q ( acre). 4.),Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. EROSION & SEDIME•NT CONTROL STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. site. for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The of all soil stockpiles on site as well as borrow areas and soil be met. applicant is responsible for the temporary protection and permanent stabilization intentionally transported from the project site. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place, a. No more than 500 linear feet of trench may be opened at one time. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, b. Excavated ;material shall be placed on the uphill side of trenches. 6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage property. areas less than three acres. d. Material used for backfrlling trenches shall be properly compacted in order to minimize erosion and promote r shall e strolled b r r than or al o three acres s a b controlled f flow from drainage areas greater t o equal t b.Surface runoff from disturbed areas that is comprised og g q Y a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system stabilization. shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used e, Restabilization shall be accomplished in accordance with these regulations, in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized, f,Applicabie safety regulations shall be complied with. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent- stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment drain structure. control disposal area. Street washing shall be allowed only after sediment is removed in this manner, This 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, provision shall apply to individual development lots as well as to larger land -disturbing activities. 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local Trapped the disturbed soil areas resulting from the disposition of temporary program authority. sediment and 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment depasitian, 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: cofferdarns. Earthen fill may be used for these structures if armored by nonerodible cover materials. ABBREVIATIONS SYMBOL E & S DEVICE QUANT17Y CE CONSTRUCTION ENTRANCE 1 each CD CHECK DAMS 3 each DD DIVERSION DIKE 225 ft IP INLET PROTECTION 4 each LC LIMITS OF CLEARING &GRADING a n/ OP OUTLET PROTECTION 4 each PS PERMANENT SEEDING f1250 sy RR RIP -RAP f1350 sf ST SEDIMENT TRAP 1 each (j 7 j � � e + � � t i! t 1 /• 1 1 1 t ` � I I f jI l t t I ✓r I t I 93-(09))- 15 4.1-((19))- (D J STONEWA(L-AD40S, ((C I CARY JV DCYE t' Tti'DOdAS ' } E f r It I iNSTR. 0000OC353 , C hIrTCHi ( L ZONED. M-I i INSTP. (1000-96446 1 4 i i t ( USE: iNGUSTRAL j 1 l FOOD SERVk'ES, LLC1, t NSTR. 030022373 i I ZONED- ST i I i USE' I,a10((S7RIAC ZONED: M- ( ', ��`ti •' I i JS£ VACANT : _. w .d i r , IAN: 712.5 -+, S 40 29 28 E , „• - r320. 00 1Nv 7<2.8' .. . ,~ ,.� (i ., •�. w 4` t 1 _... N }} •. �_ . w � �- We .u} ✓ � 1 ZZ = X tYAiER1J�'£ tASELIENr` C 0 - r^. I: X54�MPA � f , `., / '''. ,` "..,0. .• t �_ .. _........ _..._.__._. ,__ _ _ ......__ _._-____. ___.___._.__.,_._. ._ ._...__.__" __ _....._ - C.. 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C t7 M CZ) N o \ jQ @J co h � Q) IN I(h oci a Pit � W i , !i J Q I•., ti Z V) Q Z LU \� ('tea � � rrj•` LL ow�.., �..� ftz LLI 0 z N •.. . ,tom'?.. ; � \ \ � 7 < ,, �\ ! -�,t \ ;GUY + � ,, ,� GUY CONTRACTOR TO VER/FYADEQZrAIE CLEARANCE\ t ••--- 14AN-DOOR P. Pax -- f E LO DO i ry i S UNDER U77LI17ES AND COORDINATE RAISING `., \, 1 y _I 0 " w x> Co y, lP LINES !F NECESSARY i --a Co r i 24' Za. 50' PROPOSED R „ �\ '<s• \ I t 1 USE.• MANUFAM /NG z Z 4 c {"K 1 :INSTALL (3-60) 54 -XJ6" CMPA S 0 0.5Z \ \ \ DD 16, 231 sf a f r 0 MITRE THE ENDS AT 45' AND PLACE RIP -RAP I _ w j{ S7 �\ t S o r v;Iniv.' 711 Op , ,t4 t. FF-72� OD 1 00�.........=711.5' I t _ Y y ..... 1,... , f ) _ a" ,} A TEMPORARY ENTRANCE PERM ..,. ........ , ... .�� . ,. '� + `, FROM T IS REQUIRED PRIOR L ... - \ w is \ l i ,' •j : \ 17 0 MOT O IP \ IN 712.8 21. f' . : yc=• 1 I } \� UJ 222 /P \ i d f }718-----�) INh7fi TO THE IN T S ALlATION OF THE '. : �•'• ' .,� � _ , ENTRANCE AND ROAD j1 /NV. 712.5' s• �,= z, 2,� I p A t ✓ f -•-T _ �•- ; � ! ,�----, a >='tea-; ------'. .,. •., o ' { , � 1" �, •, 1' • ( ,t , , ' r ,, ,,, r"a_.-! �... 1 r „ C;t* ',.i - 'i t; %l •lei 7 • it � 4_Y i S � •� � i '`• .' , i +.. i , . i '�- 1 r r \ r , f , ,; r` _ % tf / -..!' 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Y.�•~ y• �,,}} t3 an.,-« 5; 1.._a<.,xtimrannr "fit' ,J - , f LENOJR CAY COMANY OF VIRGINri \ 50 O 50 DAZE: _ EX. 0 E4......_ .._ - -- - __ _...., ._. __. _...._ _....... .,._. ......... .... .... .....•-„ ,<... _ i 1� .,..,,, .:.. .�� rr: 6C R.O.lY. � I 1 DR,tJN bE fMEh7 _ et GRAPHIC SCALE SCALE: _ "N' pp _ 71 LFORD JONES, TF. \ r I?:MC PR6PERRES FILE NO. INST. 010002092 rN `` 1f. WlLtI5 NHIT& \ A. 5TEPHFN D bJriJTE \. I ZONED. 1d- I z vs£ 701VED M- , : IrrousrRlAl SHEET 5 OF 5 USf. VACAJ✓•' 1/07/04 1" = 50' 0127