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22-20 Site Plan
PROPOSED EDGE OF GRAVEL PROP EO PROP. CURB & GUTTER PROP CG -6 AVERAGEDAILY USE (GALLONS) :MAXIMUMDAILY USE (GALLONS) LEGEND FREDERICK WATER CONSTRUCTION NOTES VDOT GENERAL NOTES 15 Rev. Jan. 2019 Rev. June 21 GENERI �t AL NOTES pipe and a select numborof pipe culverts. Forpipe culverts,. a minimum ofone pipe installation for each size of each material type will be ' PROPOSED SPOT ELEVATION .� +BO EXISTING FEATURES 1. Frederick Water's Water and Sewer Standards and Specifications are available at wwwArederickwater com 2, The shall VS. Rtl work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation VDOT ) r EXISTING EDGE OF PAVEMENT � Ex � o contractor adhere to Frederick Water standards and s edfications In effect at the time of construction, • P P e Road and Bridge Specifications and Standards, the V;rginia Erosion Sediment Contin/ Regulations, and an other applicable state 9 Y FP ._. _ __. -- - - - -- ----- --- 3. The contractor coordinate with and arrange: for inspection by Frederick Water, federal, or local regu/ations applicable. In case of discrepancy or conflict between the Standards or Specifications and Regulations, the EXISTING EDGE OF GRAVEL rr � � � -_ ._� �� 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole, most stringent shall govern. 3. Thecontractor 7 r will remove all mud and debris from the public right of way thatrs lefty vehicles entering and leaving the site, 5 A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick V2. All construction shall comply PY with the latest US, Departmentoftabor, Occupational Safety &Health Administration OSHR and Virginia (OSHA), EXISTING CURB AND GUTTER E� C � . --.- =.�-,z Water shall furnish all needed material and make the tap. 9 Occupational Safety &Health (VOSN) Rules & Regulations, responsibility of the developer. Al! damage must be repairedto,original conditions. - . , a, An Application for Wet Tap shall be submitted and the initial fee paid before the taps made. PROPOSED ELECTRIC EX, INTERMEDIATE CONTOUR - - -- ___ _ __ _;:, _ ��;._. ,_ _ _„_ _. . __ _. 6. Exact locations of water and sewerserv/ces on new lines are to be coordinated with at d Frederick Waters inspector. 7. Frederick Water's division furnish V3 When working on VDOT right-of-way, all traffic control, whether ennanent or temporary, shall P P rY. a / be in accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for approval land use EXISTING INDEX CONTOUR �- -�-4;� �- � --_-• --� -� maintenance shall and install all war meters r to m s s th ough 2 inch in size. Itis the contractors responslbilityto have tha rtreter box assembly lnstalied correctly. and permit issued pylar to any execution of work within the UDQT tight of way. EXISTING SPOT ELEVATIONo' r Before a permanent metes installed., V4. The developer shall be responsible for relocatin9. at his expense, any and all utilities Including traffic signal poles, Junctionboxes, 8, All construction will be done following the laws and guidelines set forth by OSHA and VOSH. a. The meter box; with its frame and cover, must be properly aligned with the coppersetter, controllers, etc, owned by VDOTorpnvate/public utility companies. It is the sore responsibility of the developer to locate and identify EXISTING TELEPHONEN ~ - - 'f -- -- -----. - -. LINE b• The frame and cover shall be set to final grade. utility facilities or items that maybe in conflict with the proposed construction activity, VpOT a prova! of these tans does not indemn P P Indemnify 10, The developer responsible for the relocation of utilities required by this " l P P- Y q d s sJte plan. c. 7hedistance between the top of the cover and the coppersetter shall be between 18 and 21 inches. the developer from this responsibility. EXISTING SANITARY SEWER -S d. All components of the meter box assembly shall be in proper working order, V5. Design features relating to field construction, regulations, and control or safe of may be sub t safety Y subject o change as deemed EXISTING ELECTRIC SERVICE w 8. Forservices that connect to existing lines; necessary by VOOT Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, - a, Frederick Water shallfurriish and install., 1 per 250 sf 1 _ GAS ._ _ __ _ EX STING GAS LINE GAS I f, all W5W4 ; � ; 1 °,1 ya"and 2" water services V6, Ifrequired by the local VDOTLand Development Office, a pre -construction conference shall be arranged and held b the en ineerand or Y 9 I �_�� �__� iL all sewer services. developer with the attendance of the contiactor(s), various County agencies, utility companies and VDOTpnor to initiation of work. X 15 RCP EXISTING STORM SEWER � � b The owner/developer shall U7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of tlme. -requires 14• ;The contractor will contain at/ litter on-site. The wank must be /eR in n orderly a de y mannerat the end of each workday, I. coordinate (or have the contractor inordinate) the location of the service lateral with V007 48 hours advance notice prior to any required or requested inspection. EXISTING FENCE LINE -- -- x _-- - --- X --- Frederick Waters engineering assistant V8. The contractor shall ottfy the Traffic Doe at (340 332 9500 for an traffic control Ian that Impacts a Y P P VOOT maintained EXISTING DITCH LINE ii. submit an Application far Service and pay the required fees, 5, Interstate or primary roadway to provide notification of the installation and removal of the work zone. 9, All water service fines must have a backflow prevention assembly (double check valve or RAZ, as required). The assembly must meet ASSE standard 1015 V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entranre(s) in accordance with Section 3.02 of EXISTING WATERLINE W/ TEE - -�-�-� � number or1013, the Virginia Erosion and Sediment Control Handbook, Furthermore, access to other properties affected by this project shall be maintained J _ EXISTING FIRE HYDRANT � l f-/ 10, All fire tines must have a backflow prevention assembly (detector double check valve or RPZ, as required), The assembly shall meetASSE through construction. X. standard number 1048 or 1047, An ' nvatel owned fire line" interior or exterior shall YP Y o , ha also have a fire service HP Protertus III meter. • : . ViO. Contractor ensure adequate drama r 4 drainage is achieved and maintained on the site during and at the end of construction. EXISTING WATER VALVE W This assembly shalt be installed immediately before the backflow prevention vrnt, .Radia read remotes are required, ; SIGNS ® 11, Fre'derick Water re the mechanical plan(s) far design and material approval of a building's: U11, All water arid sewer lines es within existing arPr.oPosed VDOT tight -of -way shall have a minimum thirty-six (36) inches rover and when EXISTING REDUCER a. domestic water meter and its backflow prevention device; and/orits possible shalt be installed under roadway drainage facrkbes at conflict points, A SANITARY MANHOLE IDENTIFIER � Li, Fire service fine's backfiowpieventlon device, V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc) encountered durin9 the course of EXISTING TREE DRIP LINE . . 12. DE must also approve sewer um stations, F � Q _PP p p sta r ns. rederick Waterrequires of Certificate to Operate and a co of the P construction n.5 ... .. cto hal! immediately brought to th Y g e attention of engineer and VDOT Work shat! cease m h 9 e se that vicinity unlit an adequate PY DEQ approved 0&M manual, These documents must be received before substantial completion is issued and: water, meters released r by the design can be determined by the engineer and approved by VDOl. PROPOSED FEATURES comply with USB 1 8 p y C S 0 6. . 5. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealedbY a Virginia Registered Design Professional. 9 9 9 V13. A# fill areas, borrow material and undercut areas shall be inspected and approved by a V007 -representative prior to placement and fiii, (Soils, concrete, steel, etc); spectficaily, fit/ for slab exceeding code shall require an engineered foundation, 1 CAS /t R �t p i DEMAND WATER & SEWER DEI' Al Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location, When soil samples PROPOSED EDGE OF PAVEMENT PROP EP YD are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belongingto a 7, Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with USBC 1106 8, project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOTstandards and procedures, 8, All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section X007.8 IBC. Note fire ratings around this door If EROSION &SEDIMENT CONTROL FEATURES V14/J d PROPOSED EDGE OF GRAVEL PROP EO PROP. CURB & GUTTER PROP CG -6 AVERAGEDAILY USE (GALLONS) :MAXIMUMDAILY USE (GALLONS) MAXIMUM PEAK FLL?WRATE (GPM) 170 270 15 A luau" fill, base, subgrade material, and backfill In utJrty/storm sewer trenches shall be compacted in six (6) inch lifts to95% of theoretical maximum density as determined byAASHTO T-99 Method A, withinlus or minus 2% ofo optimum moisture for h P P e r t e full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in 9 accordance with V90TRoadand Bridge Specifreatidns. Certified copies of all test reports shalt be submitted to VDOT daily,. unless specified rh PROP. REVERSE CURB & GUTTER PRtiP '._CGr-6RZZZZ THESE NUMBERS ARE BASED ON CURRENT USE o env�se. V15 VDOT Standard CD and UD underdrains shall be installed where Indicated on these plans and/or as specified by VDOT. PROPOSED CONTOUR Area V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer zoning M-1 GENERI �t AL NOTES pipe and a select numborof pipe culverts. Forpipe culverts,. a minimum ofone pipe installation for each size of each material type will be ' PROPOSED SPOT ELEVATION .� +BO `� Inspected or ten rc ' • F percent of the total amount each size and material type summarized, All pipe installations on the plans not identified Metal Fabrication Disturbed Area as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing maybe required as directed b the Area Y PROPOSED STORM SEWERPROP. 24 ADS , - I, Permits must be Issued from VDOT prior to any construction in a public right-of-way. Land Use Engineer or their representative, - - ... .., :_ 2, The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 25' PROPOSED SANITARY SEWER S S S 3. Thecontractor 7 r will remove all mud and debris from the public right of way thatrs lefty vehicles entering and leaving the site, entrances p and mailboxes within any dedicated street right-of-way shat! meet VDOT rn • • m rmum design standards and rs U17. The installation of of the responsibility of the developer. Parking Setbacks 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Proposed PROPOSED TELEPHONE T T i responsibility of the developer. Al! damage must be repairedto,original conditions. - . , V18. Prior to VDOT acce tante of tie p y s et$, all required street signage and/or pavement markings shall be installed by the developer or, at P PROPOSED ELECTRIC - 5, A constructions " ..-_ „ ntrance must be installed rn accordance with the .Virginia Erosion and Sediment Control Handbook'Section 3,02. The VDOTs discretion; by UDQT on an account receivable basis following the Manual On Uniform Traffic Contra! Devices. PROPOSED GAS LINE contractor must maintain this access for the duration of the project 6. The contractor will be responsible forade adequate and positive drainage of this site, P 9 P g , VIR, The developer must provide to the VDOT Land Development Office a list of all material sources prior to the start of construction. Copies of P 26.0' T. The contractor will obtain a Land Disturbance Permit prior to any site work or construction, all invoices for materials utilized within any dedicated streetright-of-way must berovided to the local UDOT Resident Office prior P y e p or to acceptance of that work. Unit and total prices maybe obscured PROPOSED WATER LINE 8, All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 5,0' `� 9, The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions PP P 9 , V20• Aggregate base and subbase materials shall be placed on sub rade b means of mechanical spreader. 9 YDensity will be determined using PR PROPOSED WATER METER r T "WM 10, The developer responsible for the relocation of utilities required by this " l P P- Y q d s sJte plan. the density control slap in accordance with Section 304 of the VDOT Road and Bride Specifications and ,. 9 P a VTM 10. A certified compaction Q� PROPOSED FIRE HYDRANT CCXi PROP. fiH 11, All Erosion and Sediment Control devices shown n this site 1 o s ire p an shalt be mstafled prior to construction, 12 Ail o A rill technician shall perform these tests. Cent ie Caples of test reports shall be submitted to VDOT dally, unless s ectfied otherwise. t he Y, iIn addition checking stone depths, a representative shall be notified and given the opportunity to be resent during the PP tS' Tabulation controlled be comparted to a minimum of density following Method A'of Standard Proctor ASTM -D698, construction e t P g cbon and testing of density controLstrip. l sbia. 0% AASH70-799, or VTM-1 as applicable. Any fillplaced under buildings, structures, or pavemontmust be Inspected and approved by a Office (4000 sf) 1 per 250 sf professional soils engineer. A geotechnical report supersedes this note if provided V21, Asphalt concrete pavement shall b 1 P p 1 e placed m accordance with Section 315 of the VDOT Road and Bridge S ecrfrrations. Density Shall be 9 P tY COMMON LABELS &FEATURES 1,3 The contradori rare. s responsible far contacting MISS U77LTTYpnor to any site work, .All utilities shown on this tan a approximate PPP . _ . determined using -the density trip as specified rn Section and VTM-76, Acertified P compaction technician shall perform these 12 locations and not all utilities may be shown, tests Certified copies of the test reports shall be submitted to VDOT dart, unless specified otherwise. A VOOT representative Y P shat! be PROPERTY LINE OF PROJECT 14• ;The contractor will contain at/ litter on-site. The wank must be /eR in n orderly a de y mannerat the end of each workday, notified and v given the opportunity to be present duan the construction and testing of the c 9 9 h control strip NEIGHBORING PROPERTY LINES 15 An approved set of site plans must be on-site during the construction process. 16. The contractor will notify all utility companies Aorto excavation within easements. P , U22. In accordance with Section 302, 03, the foundations for pr e culverts thr -six 36 inches and larger sh 11 be explored below the bottom A HY (1 9 EASEMENT LINE9 I7 The contractor willseedand straw f rsoil stabilization,l h , p anydisturbed areas that will be left formore than thirty days..'. of the excavatranto determine the e and condition ofthefo doll n. T findings ion to h'P un o he contll ctm ly wile V90Tgadan Bride Standard 8-1, the engineer mval rr r toplacing ' FP• P o PrPe. Foundation designs shalt comply with VDOT Road and Bridge Standard PB -1, -E Where sof, yielding, or otherwise unsuitable foundation is encountered, the foundation design andlor need for foundation stabilization shall PROPERTY CORNER FOUND be determined by the engineer and approved by VDOT. PARKING SPACE TOTALS 12 28 V23, VDOTStandard Guardraiishall be installed where warranted and/or as proposed on these plans in accordance with VDOT"s installation criteria, Final approval z n �+ t /� DEPARTMENT OF INSPEI. TION GENERAL NOTES of guardrail layout to be given by VDOT after grading is mostly complete, V24. Approval ADA HANDICAP PARKING STALL 47 of this plan shall expire five (5) years from the date of the approval letter, SIGNS ® 1. Butldin shall comply with the Vir into Uniform Statewide Building Cade &Sections 311 S (Storage) and Section B (business) of the 9 pY 9" ' 9 , ( 9) , V25 VDOT Sta r nda d CG -12 Curb.Ramps shall Installed where Indicated on these plans and/or as sperlfied by UDQT. Intemationat Building Code/2009. Other codes that apply are ICCIANSI AIIZI-3-03 Accessible and the Usable Buildings & Faci/ittes. A SANITARY MANHOLE IDENTIFIER � • 2. Proposed 22,000 sq ft single story warehouselbusiness shall comply with Chapter 5 for her ht and area 503: Limitations PY P 9 (T ) type of Table 503 of the 2009IBCand Fire Protection shall be installed as required in Chapter 9IBC= , V26. The foundations for all box culverts shall Investigated • . d by means of exploratory borings advanced below proposed foundation elevation to determine he t type and condition theOTf foundation: The submit copies of borehole logs and report findings offoundBridg STORM DRAIN STRUCTUR I T E DENTIFIER Q . 3. Building shall comply with AN H g p y SI Handicap A117,1-3-03 for parking; entrance, and egress: All required egress shalt be accessible, 9 4, l " Landings Oof exlraint toconstg sting e a exploration o. Contrary Y 9 to and land for approval prior to constructing boa Foundation designs shalt comet with ss of Road and Bridge :Standard FB -1, Contra to Standard, - ry a dard, where rock is encountered and cast -in-place lace box is r p proposed, the thankless of shah be at doors shaft not exceed 1:48 slope and thresholds shall - g p s s ha not exceed 0.5 and walkways snail not exceed 1,20 Slope, NC Signage e shall . g 9 six 6 :inches, Where 9 () ere soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation for LIGHT POLES comply with USB 1 8 p y C S 0 6. . 5. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealedbY a Virginia Registered Design Professional. 9 9 9 stabilization Shall be determined by the engineer and approved by VDOT (Soils, concrete, steel, etc); spectficaily, fit/ for slab exceeding code shall require an engineered foundation, LOCATION OF TEST PITS 6, A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. 7, Maximum slope across handicap parking stalls shall not exceed 2%, handicap signage shall comply with USBC 1106 8, 8, All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section X007.8 IBC. Note fire ratings around this door If EROSION &SEDIMENT CONTROL FEATURES this section is utilized. Required exits shall not exceed maximum cravel distance listed in Table 1016.1. If building does not meet the exceptions for 9 P LIMITS OF CLEARING & GRADING - - - CG increased travel distance, additional accessible exits maybe required along the perimeter of the building, TRIP GENERATION DATA INLET PROTECTION IP FIRE MARSHALL GENERAL NOTES ITE AM PtAK HOUR PM PEAKHOUR OUTLET PROTECTION 00 CODE ITE USE AREA IN OUT TOTAL IN OUT TOTAL ADT 1, An Inspection by Fire Marshall`s office will determine where curbing must be painted yellow. CHECKDAM GD 2. "No Parking -Fre lane" signs will be placed on the site by the Fire Marshall's direction, 3, The contractor must the 140 t4ANUFAC7URING 26,780 sf 17 5 22 8 7 IS 83 710 GENERAL OFFICE 6,000 sf 17 2 20 8 71 86 153 align fire hydrants to the direction as determined by the Fire Marshall. 236 TOTAL DIVERSION DIKE - - DD 4. Burning brush plies of natural vegetation requires a permit. Burring construction debris is prohibited 5. Emergency must vehicle access be provided at all times. Fire hydrants will be always be left unobstructed DATA TAKEN FROM THE I. T, E, MANUAL SILT FENCE W/ WIRE SUPPORT X X ---- SF RESPONSIBLE LAND DISTURBER LANDSCAPING NOTES RIP RAP RR NAME,' 1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. P c> SEDIMENT TRAP �( -, Landscaper must take andguy all trees. Stake locations mustavoid utilities. CER TIFICAT N Io # 2. Trees and shrubs shall behealthy arid re e of laryae and disease The shall have am eroots and be well branshed EXP. DATE. The planter shall guarantee all plants for one year, _ 3. Landscaper shall use shredded mulch rn all planting beds and around trees: Tags from each plant will be provided to the owner. CONSTRUCTION ENTRANCE CE 1, The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans,• 4. Plant substitutions will be allowed with the written t r tien.. approval of the Frederick County Planning Department 2 Note: An on-site pre -construction meeting is required with the Owner, Site Contractor Public Works ;& Designer rror to commencing n i , g p g a y site work. 3: The contractor will possess a Gaud Disturbance Fennrt prior to any site work or construction. 5. Alf tantrn s shalt conform with the Frederick County Zoning P 9 ty oning Ordinance §165-203.018. VICINITY MAP 1 "= 2000' PROJECT INFORMATION Property Data Tax Map Number 43-(19)-39 Address 42 2 McGhee Road Area 5.32 acres zoning M-1 Legal References DB 881, PG 1481 Existing Use Metal Fabrication Proposed Use Metal Fabrication Disturbed Area a65 acres Zoning Data Open Space Minimum 25% =1.33 acres Open Space Proposed 25% = 1.34 acres F.A.R. Maximum 1.0 FAR. Proposed 0,14 Proposed Building Addition Data Type of Construction 2C - Metal Area 7,500 sf Height 32 feet Max. Height Allowed 60 feet USE: F-2 (Low Hazard) Sprinklers not required Total Floor Area = 17,580 sf Contact Numbers Surve ffi & Engineering Firm: GreyWolfe, Inc (540) 667-2001 Zoning Enforcement' Department of Planning (540) 665-5651 Site Infections: Department of Inspections (540) 665-5650 Erosion and Sediment Control Department of Public Works (540) 665-5643 Sanitary Sewer and Water: Frederick Water (540) 869-1061 VDOT., (540) 535-1824 Lehone; Verizon (301) 954-6282 Electric: Shenandoah Electric Cooperative (540) 450-0111 Gas: Washington Gas Co: (540) 869-1111 MISS UTILITY,' 1-600-552-7001 Owner TSM, INC PO Box 1445 Winchester, VA 22604 Phone - (540) 974-1130 Cat O k '� o 0 C m O o O C rti C O 6 'r3 ko aQ@I b � v V) H 0 C: t v _J o (3 Building Setbacks Per Code PropDSed Sheet 2 Grading Plan Front: 75' 112,6' Erosion & Sediment Control Plan Sheet 5 Left Side: RightSde' Side; 25' 26,0' Disturbance t N ZS 26, o' Features c� V) f0 Rear: 25' 217,6' The owner will be responsible for obtaining or granting �4 Parking Setbacks Per Code Proposed k ,6 `) 0 Ln-,QFront: easements shown on this plan, 10' 491' 0 / rt3 o Lett Side: 5' 26.0' Wetlands >IAC } Right Side: 5' 5,0' 4, y ¢ �9 < Rear.' 5 36.0'x,0 0% Use For Park/no Unit Tabulation 0 acres 10% 0% Office (4000 sf) 1 per 250 sf 16 Q o Warehouse (8) 1.5 per employee 12 ares, trash storage areas, and/or signage, w q aQ o 0 acres 25% 0% LQ Woodlands 0 acres 25% -E Re wired Existing t " Q v Parking Spaces 28 42 z Handicap Spaces 2 3 q v uq o ygcrzz caU m Loading Spaces (1:40K) 1 1 p g e O F�Zt tr��U�Zt� O N Monument Sion Data Sign Area 100 sf Monument Sign Height 15 it SEE FREDERICK COUNTY ZONING ORDINANCE§ 165-201,06 Sheet Index Cover Sheet & General Notes Sheet 1 Site Plan Sheet 2 Grading Plan Sheet 3 Fire Marshal & Frederick Water Plan Sheet 4 Erosion & Sediment Control Plan Sheet 5 Previous Plans 66-90 20-02 33-05 APPROVALS Frederick County Zoning Administrator Final Site Plan Approved by Frederick County Planning Department Reviewer SP#22-2Q Date 1. Site Plan approval from VDOT will expire three 3 Years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, 3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction Is not in progress at the end of this period, Authority approval shall be void 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections, 5 The Frederick County Department of Inspections approval does not constitute a building permit Building plans must be submitted and approved prior to constructing any structurefurthermore, the site must meet all ADA requirements and be approved by Inspections, Z O N N LU LU 0 Z Q„ vo Qk W M U tom.. Zt a DATE: MAY 4; 2020 1 SCALE: N/A FILE NO. 0700 SHEET 1 OF 5 Zoningn General Notes Maximum 1. This project will not disturb any environmental features as Environmental Existing Disturbance Proposed defined by the Frederick County Zoning Ordinance. Features Acreage Allowed Disturbance 2. The owner will be responsible for obtaining or granting Floodplain 0 acres 0/ 0 % easements shown on this plan, Lakes &Ponds 0 acres 0 / 0 % 3, Easements will be recorded and copies sent to the parties Wetlands >IAC 0 acres O% 0% 4, in volved. All utilities that will service this site must be placed Sinkholes D acres O% 0% underground Natural S. W. 0 acres 10% 0% 5, There are no proposed modifications to the existing parking Retention Areas ares, trash storage areas, and/or signage, Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 0% APPROVALS Frederick County Zoning Administrator Final Site Plan Approved by Frederick County Planning Department Reviewer SP#22-2Q Date 1. Site Plan approval from VDOT will expire three 3 Years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, 3. The Frederick County Sanitation Authority approval is valid for three (3) years from date of approval. If construction Is not in progress at the end of this period, Authority approval shall be void 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections, 5 The Frederick County Department of Inspections approval does not constitute a building permit Building plans must be submitted and approved prior to constructing any structurefurthermore, the site must meet all ADA requirements and be approved by Inspections, Z O N N LU LU 0 Z Q„ vo Qk W M U tom.. Zt a DATE: MAY 4; 2020 1 SCALE: N/A FILE NO. 0700 SHEET 1 OF 5 (.' 4 OLD DOMINION FREIGHT LINE, INC DEBRA AHLFELD r 130009885 190000442 r:t € ZONED: M-1 ZONED: M-1 l ; f . USE.` TRUCKING 7ERMINAL US G .14 ACRES { 2;33 ACRES PAVED YARD GRAVEL YARD r- FH EX. 10'DRAINAGE&"U77LITYESMTRESERVEDALONGALLPROPERTYLINESWITHINTHEPARK a ! ;, N422751 E- 660.00 Cal t t l EX. 10' DRAINAGE & UTILITY ESMT RESERVED ALONG ALL PROPERTYLINES WITHIN THE PARK /--v S 4 [,A PROPANE TANK 12"HDPE (100 ) 25'BRL r. t - v 168;0 ��2 / � l : i.J . �� 1. ✓ _w .� . _ _ _ _ _ _ _ _ _ 1` __ - ' . " _ - —. -- -- ---- �_ w-- _._m—_n ' ! _ �+ -$ \ rte. o e°, `• .j f !; e? Additionr�F-2 Use: Metal Fabrication 43_(19)-19 X F-2 Use: Metal FabricationWINCNESIER CASKET �yo 3` MAN DOOR$ COMPANY, INC IP 080 sf FF=708.43' OB 595, PG 274 `OHQOX ZONED: M-1 yn N R / a c�i a USE: MANUFACTURING zza: it ��tA � c� ! o o a p #2.5ACRES G i 125.0' 6" GV a 440' OF 6" D.I. CL52 WATERLINE W t^l a - \ _ou# `o -Z % X8" REQUCERYP `r E t F 4 j ___ Hw% B OLLARDS % k J r � t � 4 tF 1'leBr 44 1€ t�Fa.a x \- ? (3 120.0' +-a; ON-SITE STATION A i r t RM c 1 43_(191.39 1 FUELING Prune codaminans. teadaro Do trot prat» #erminat O }: EX. SIGN �„ I g _ EX Office - 4 000 sf z " TSM, INC leader or bmnch .ups : rr + _, Y., ; O r 8 o DB 881 PG 1481 m l • a Storage 2,000sf € FLAG POLE ' ZONED: M-1 a Metingrunis USE: SUPPLYSALES, 0CE,FWAREHOUSE FF --713.93 FF=709.93' # ACRES Prune norrow erotch 5.32 CES ongles dr water spouts ' .� ,Aruna broken bmnahes Remove tags and AC7y ^vt C -S pnrrersiesuck' 9 Cut awry all bo m4 rapes 2-3* mukh kept + W ["n �+ t , a i ` d (dv i Rornove top of wtm bosket ..away from think sortwell to "iE : contain water t�-n-_.._. v � \ 13aakh7l sort r� Pa tory backfill, 120.0: Won r-^-�'- wotnr to ackfi a»d score Balt, then, ; ;3 back0inpholes in "ft A+qa far water 'tt Rama`a ox+tamer and ad dxornage (Alps dvft mob I£ + i be i mt#a�ar-qro ar as d Lenve solid self stat - do trot installed) Ex Warehouse - 7,200 sf ' i t.y-groan d 4 b FF=710.18' dig deeper hon ka{I d th Dtyg holo 2-3 Mmes root burl width I <t t 13 t TREE PLANTING DETAIL k'i R� rr I , e t 25'BRL trot TO scALF} . -' ,.� . - x� G . w j J _ -. r^ ' ..----^ ary � WW RM I �- t� RM m SRM RM RM ' t ;..s �_ <s', i —_ --12"ADS - INV=703.8'U !< RM00 - _....-t�;-bi?E 43 (191-30 " c rRM s SRM I S 42°2751 "W - 660.00' 0 RM` e A. D. KNOTTS EX. 10' UTILRYESMT 0400,10353- OEVELOPMEN7; LLC �' ' , ---__. F f e � r � i:. 050015689 �--�--- �_�� „ _ E . 30' FCSA EMT � T S� '� X S 12 SEWER MAIN (Ductile Iran) ZONED: M-1 _� .84' ZONED. 1 DB 810,: PG 268 t f USE: MINI STORAGE „ ,'. ,;; a, T 4 : � II �' N �� �r � It #2.SACRES k ; . JNVa701. 3 12" WATER MAIN PVC t t t '< l _ GRAVEL YARD F 43-(19)-I8 ISM, INC. 040010354 %ZONED' M-1 t l �` \ USE' WAREHOUSE PAVED YARD #5.28ACRES Site Data WALL PACK LIGH77NG WITH GLARE SHIELDING LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE § 165201.07 EVicfi t9 T1 E'inc LANDSCAPING NOTES All outdoor lighting fixtures shall be designed, shielded, aimed, m 1: ,Miss Utility must be contacted phot to planting. Advise engineer of record of an conflicts planting locations and located and maintained to shield adjacent properties and to not utllity markings Landscaper must stake and all trees Stake locations must avoid utilities. produce glare onto adjacent properties or road rights-of-way. Parking lot fixtures and light fxtures on buildings shall be 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and full -cutoff fixtures be well branched. 3. The planter shall guarantee all plants for one year. Buildtng-mounted or wall -pack lighting fixtures shelf not be 4. ; Landscapershan use shredded mulch In all pianting beds and arrnmd trees. Tags from each plant kvlll be provded to HUBBELL WP -1 FULL CUT-OFF mounted more than 25 feet above the finished grade of the the owner. MODEL # WP2CH175 T building. These fixtures shall be shielded (full -cutoff) so that the � S: Plant substitutions will be allowed with the written approval of the Frederick County Planning department. WALL -PACK LIGHT DETAIL light source is not visible from adjacent properties or road rights-of-way Non -cutoff avail -pack lighting fixtures shall not be 6 All planting shall conform to with 6165-203.018of the Frederick County Zoning Ordinance [Plantseiection planting OR EQUIVALENT permitted procedures, and maintenance). Trees Requirement Calculation Parking Stalls i per i0 Stalls 42110 = 4 Impervious Area < 100,000 sf 1 per2,000 sf 100,00012000 = 50 Impervious Area > 100, 000 sf Iper5,000sf 73,31115000=15 SY Sycamore 69 Green Area in Lot 5% of 26,602 = 1330 sf 1 14,818 sf = 5696 provided Symbol Common Name Quantity Planting Size Mature Quantity � RM Red Maple 12 Height or Caliper Height SY Sycamore 1 2" Caliper 25'+ 55 MB Mullberry 1 � O � Total 14 Symbol Common Name Botanical Name Planting Size Mature Quantity SHEET 2 OF 5 o Height or Caliper Height DW Kousa Dogwood Cornus Kousa 2" Caliper 25'+ 55 2+ + 3. < 8" GV I __ is W 8 TAP BYFREDERICK WATER TWIN 150 ADS PIPES DRAINING TO REGIONAL POND ON 43-(19)-1 POND DESIGNED, APPROVED, AND BUILT FOR STORMWA TER QUANTITY AND QUALIFY FROM THIS LOT IN 2019. l�t t 1 ,l 43-(19)-1A RITE-VA2 ADMINISTRATOR, INC DB 888, PG 1465 ZONED: M-1 USE: DISTRIBU77ON CENTER #29.77 ACRES 4 1. E i r x i n SSMH ...,p qi TOP -708,491 1(NV_-702.18' ?� t e MAY 4, 2020 SCALE: U 0 SHEET 2 OF 5 o u � O � �1 O oCn 0 C T o 0 m`4 o a m :3 a i ti a casem' �Qazsa ���wtw�oo wtn`�g4`d� nWQg2 C��Oa�N z 4 W a: 15r 30 0' 30' GRAPHIC SCALE 6" OF 4000 PSI CONCRETE WITH WOVEN WIRE MESH px_,6�� 6"OF21-B COMPACTED TO DENSI7Y SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL APRON SEC77ON DATE: MAY 4, 2020 SCALE: 1" = 30' FILE NO. 0700 SHEET 2 OF 5 a U k 0 LIZ CA 0) C C) drop 0 C 4f - m cn Ei all % 4,� 12 HDPE (100 U) ga 168.0' -7,7777 77 j, __A --- ... — ----- Addition F-2 Use: Metal Fabrication 7.0 F-2 Use: Metal FabrIcation 7500 sf FF=708.43' 10, 080 sf FF=708,43' EX. CONO�FT5, D 4� jo 2� �,, � ',-' - 11 1 1 1 ,�Y � ii fill l,� Z, k! 7 4 it (Di 7z- �1-00 �17 E 71 125. 0' w IS ,�( ��-f w w vi —7-1 14, A U) CIO 707 it t 177 C4 ON lift 706 or, 11Z 120.01 I -J M :kI U yj� tz- pc z!i Ex Office - 4, 000 sf Storage - 2, 000 sf I L \ U, Gl C-� FF=713.93' FF=709-93' Uj Wl "D it X U-4 :d �p ji v (12) all li Lull wm :Ell Vi, 4! 0 It 0 (Z z 120.0' A� Ln w CC Ex Warehouse - 7,200 sf 4, lit > 1 FF=7X18' LU < z�fNV=703�K ik 11 -A %NV -703.6' INV=703.8'�- p E 12"ADS 3> 'A E E 00 �l 7in SSMH 1U11=108.49' INV=702,18' Tilt 5 �,2014 12 SEWER MAIN (Duchle Iron) Top�709-84' INV= 701431, w — w w 12 WATER MAIN (PVC) A w w VY wl 17p 11� W\- _A7 Q) CC 30' 01 30' U� C) U� S-A GRAPHIC SCALE Z! PC Uz (Y) -49 7-75 ch C) .17 LQ Uj DATE: MAY 4, 2020 SCALE: ill 30' FILE NO. 0700 SHEET 3 OF 5 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "All SIGN TYPE'"C" SIGN TYPE I'DI" {�'(� (� control bmkfi0 SECTTOND101 GENWL NO NO pNO 0101.1 -Fre apparatusac€essroads shallbeinaccordance with this appendixandal/other applicable requirements of the International Fire Code. SfMONDINREQUIREDACCESS PARKING PARKING NG PARKING a 8` 010ZZAuessandloadfn -Facilitiesbuildin s or rtlons ofbultdin shereaRerconstru€tedsitatlbeaccesslbte to bre da artnienta aratusb wa .fan bairn marker 8 g Aa b A pe Y ), OR U_ OR common OR LI%} 24•aolaa approved fire ap apparatus access road with an asphaltmncreteorotlrera roveddrivin surface capable ofsu supporting the imposedloadoflura paratus P PA g PPo 8 P —. 20 STANDING M 20 STANDING unumomm STANDING bourn° weighing at least 75,Mpounds(3405akg). nwammmm f= w �� ®®000mm U SECTIO D103MlN1MU SPECIft THINS N M i.A FIRE NE no®0maw FIRE NE M ®®m.o®® All bacMdi to ba cotepre do o �% tr of ASTM 0688 mtl ensm} mavmu 01031 Access road wW withahydrant -Where a fire hydrant is located on a fire apparatus access road the minimum mad width shall be 26feet (7925 FIRE 1 Y E mm), exclusive ofshoutders (see Figure D1031], Ma e 0103.ZGrade-fire apparatus access roadsshallnatexceedl0perrentirigrade.fxreptiom.Grvdessteeper than l0pereentasapprovedbythefire chief � tr DI03.3 Radius - The minimum turning radius shall be by the tire code on"a ! STANDARD 010341d E nes- Dead•en apparatus access roads in excess of 150 feet 710 mm) shall be pro with width and turna oundpm rs'ions in Standard wording with Standard wording with Standard wording with g.rera bedrtll accordance with Table D103.4 an arrow on the bottom an arrow on the bottom no arrow. One sign TABLED103.4RfQU1REMENTSFORDEA"NDFIREAPPARATUSACCESSROADS poietin to the right. pointing to the left, One mounted armlet to the LENGTH(feet) W1DTH(feet) TURNAROUNDSREQUIRED One sig mounted s ggn mounted parallel to line of cubing or I. Lengthy -150 ` parallel to the line of the line of curbing or pavement locates, 24° aefoct treated a. 20'width required, curbing or pavement pavement edge at the aeMM oa Md b. no turnaromdrequired edge at the end of the end of the painted area. 2, Length 151-500' painted area. aha `•' r a. 20'width required b. Turnaroundrequired•120'hammerhead60"Y, or9WIfametercul-de-sac NO 3 Len -0501'750' PARKING PARKING PARKING as a. 26'width required Ot oa ( CONCRETE CRADLE b. Turnaround required, 120'hammerhead,60"Y,or96'diametercul-de-sac STANDING IRELNG STANDING �anaaloa u 4 Lengthgreater750' FIRE LANE FIRE LANE : FIRE LANE a Specialapprovalrequired $ 6 toceHon rt4aik9r 0103.Sftreappanhuaccessroad�ates Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. The minimum gate width shall be 20feet (5096mm)• r 2 Gates shall be of the swinging or sliding type. No More Than 50 feet (p No low 3 construction otgates shalf be of materials that allow manual operation by one person Between Signs "f 4. Gate componen£sshallbe mamilamedinan operative conditionata!l timesand replaced orrepaned when defective, o S, flectargatesshallbe equipped with ameans ofopening thegatebyfiredepartmentpersonnelforemergeericyaccess,finergencyopemngdevices shallbe a raved b the ft, code official. CONCRETE ENCASEMENT PP Y re 6 Manualopeninggatesshallnotbelocked with apad/ockorchainandpadlockunless theyarecapable of beingopenedbymeansofforcible entry TRENCH & BEDDING tools or when a ke box containing the key(s)to the tack fsh7stalledatthegate location. 7. Locking devicesAeclficationsshallbesubmittedforaPPmvalb the fire code ofical. 8 flectd€gate operators, where provided, shallbe listed in accordance with OL 325. 9. Gates intended forautomatic operation shallbe designed, constructed and lnstalled to comply with the requirements ofASTMF2200. Limits of Fire Lane D1036Sgrts Where requiredby the rite code officiate fire apparatus access roads shallbe marked with permanent NO PARKING -FIRE LANf sgns complying with Figure D1036. Signs shall have a minimum dimension of 12 inches (305 mm) byl8inches (457mm) high and have red letters on a white background. Signs shallbe posted on one orboth sides ofthe rite apparatus madasrequired bySection D1036.1 orD103 62 D103.6.1 Roads ZO to 26 feet in width -Fire lane signs as specified in Section 106.3shall be posted on both sides of the fire apparatus roads that are 20 to "` ` finished grad. 26 feet wide, 1 D1036.2 Roads more than26 feetin width -fire lanesigns as specified in Section 106.3shail be posted on one side offire apparatus access roads more - than 26 feet wide and less than 32 feet wide. SfCnOND104COMMERI7ALANDINDUSTRLA1DEWLOPMENTS dew 4a W=eaonhand rea a edrongh0pipe iWe«up) D104,1 jtdiyceedt ethree stories or0feet Inheight depth 4ft. mn w=apoduildor.inedia gnofpipe(PVc«aP) Buildings or facilities exceeding 30 feet [9144 mm) or three stories in height shalt have at least two means offire apparatus access for each structure, d 0 - wpe deldead, DI04.2Buildingsexceedfn�62,squatefeetlnarea Buildings or facilities havin a iossbuildin area ofmore than 62,000square feet(5760m2)shallbe provided with two se orateand a rovedtirea apparatus g g g P PP PP L---•'' CONCRETEARCH m9 M In additbn to metering nee joint ofthe franc, ant Joke hatiser wdNo the opacified larger, of each Manch of ft rating atwd be mstranded. L = flandened WVA of pipe (PVC of DIP) D . pipe allotment, TEE, CROSS, WYE l L - restrained bn9th W Ohio (PVC or DIP) D = pipe pioneer, 4s°.22 tri, n 114= sfona to be bato�v tape aEluMabie valve box U_ o inimum Of G. vette bo%adapt« common MEMMEMmm LI%} 20 29 —. 20 20 M 20 2D HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND MAR 18 1 -2- conte e, real lir fee. x 6' =V, typo adjvslateed ,aUYO bre, VOCaUa:l marker VaNla 40X — .:.. adePi« 0 stone roan grade ,edl,ak:ad FEB 09 accessroads.Exception :Projects havingagioss building area of up to124,000squarefeet(11520m2)thathaveasingleapprovedfrreapparatus access road ap��thd smz4• �� $'x 8k ib'sold bbek when ailbuitdings are equipped throughout with approved automaticsprinklersystems: 10,12 valve D104.,? Remoteness SIGN Of 61, 8" ane ix Where two fire apparatus accessroads are required, theysball be placed a distance apart equal to not less than one half of thelength of the maximum > INIIIIIII overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses, wnaeta pop 16. BOLLARD D concrete pad t6' did l x W deep fiished grads OIa X e deep SECT10N01OSA£RIALFIRfAFPARATUSACLiSSROADS D105.1 Where . 6"GV .oedmai w Where the 7t a di n tw fd 1 n the 1 t f "l r r r r add;ion,.mwmt matfois pin p------ ale ve tr l sea cebe eentheg depanea d hghes roafsufaceexcaeds3O eet(9144mmJ,approvedaena ft, eaPPa etre cess odds theapaddod a ghorieAhade I WW ° ca:.na 24°min. shallbeprovided. For u osesofthissection the highest mat'surieceshallbedetemuredb measurement to theeaveofa itchedroof theintersectionof FN 4x8 REL%UCER screw tiedadjeatabe NOW °4""sba ofihe fltan9 shall 4e reatrainocf, h P PrP , 8 Y P , v • � valva oax b. travel Bear .i * 4@°mtn, sttew typo the roof to the exterior wall or the top of parapet walls whichever isgreatec BOLLARD a t rate to man "� actio„zbit .. .:.. .. Valva bo. D1a5,2 width ,2 ^:..:. ......:. : Nae: valva Ahad Aerial fire apparatus access roads shall have a minimum unobstructed width of26feet 7925 mm exclusive ofshoulders in the immediate vicini ofthe �_ m a n. be pp` e.e` pp ( ), tY SIGN'D' D. c e'str ts, te'Azm an• Oahe, WX amplor bps buiidingorportion thereof. -- adapter 46' .Lei (M 20 40 aQ�� 0ZPS3%xfmity to buffding 6a nvn. Well 20 w 20 zo Atleastaneafthere ufredaccessroutesmeetrn this con 4572mm andamaxrmumof30feet 9144 �� ! -. ov«.exnavaa.n q 8 ( ) ( 707 Hm mm from the building .and shelf be ositioned aralleJto one emireside of the buildin ;-The side of the buildin on which the aerial fire apparatus access ) & P P e g g PP mad ispositioned shallbe approved by the fire code officialo $ e• a tr a, ,e• a 2a e4• µ tia,ena to n eh 221tr W(t) 20 28 4g 4D ° D105.4 Obstructions 20: C, �0, n°xa•X,6' Overhead utility andpowerlines shalinotbelocated over the aerialfire apparatus accesssroad orbetweenthe aerialfireapparatus roadandthe building• With 2a 20 2a 20 °''d °° Other obstructions shall be permitted to be laced with the approval ofthefire code of cal. $•x $ X t$ Pe p p ap{id bbm4 ,��. •.Y, CRAPHICSCALE D ,r e'atr s.ta'a2o• 2,V §90.46enerairequiremm. The folippifingrequirememsshallapoly to allconstruction ortairiddevelopment activities in areas of the County to which this 11 1W ca(f) 20 n 20 20 article applies: - } :.' wl9) 20 20 ¢p 20 Water Forces sewer A. Means of access AneRceDepartmentapparatus 11) The means of access for Fire Department apparatusandpersennelshallconsistoffirelanes, private streets, streets, parking lotlanesoracombinationRESTRAINEDJOiNTSFOR NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN EN7•RANGESIGHT LINES VERTICAL OFFSET thereof. NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS (2) Parkingmanymeansofaccessshallnotbepermittedwithin 15feet ofafire hydrant ,sprinklerorstandapeconnection ormany othermannerwhich -4- will obstructormterfere with the Fire Departments use of thehydrantorconnection. NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES (3) Moparking'signsoranotherdesignationindlratingthatparkingisprohibitedshallbeprovidedatallnomtalandemeigencyaccesspointsto structures and within 15 feet of each fire hydrant sprinklerorstandpipe connection A Fire lanes (1) Theif Marshal orhlslherdesignated representative, in concert with the local volunteer fire company, maydesignate both publicand private fire lanes as required for the efficient and effective use of fire apparatus Said fire lanes shall be marked In a mannerprescribedby the Fire Marshal or hlslherdesignated representative. Parking in a designated firelaneshallbe controlled byChapter158, Vehlclesand rrafftc, of the Frederick County Code (2) Firelanesshall be atleast2O feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed ofahard all-weather surface adequately designed to support any fire apparatus likely to be operated in such fire lane or be ofsubsurface construction desi8ned to support the same loads as the above surfaces and be covered with no more than three inches ofsod or sod, or both, and be designed with radii of sufficient length to allow for safe turning by any fire apparatus likely to be operated on such fire lane, (3) Fire lanes connecting to pubticstrests roadways orprivatestreets shallbeprovided with curb cuts extending atleast two feetbeyond each edge of the fire lane. (4J Chensorarherbaners maybe providedat the entrance to fire lanes or peals streets, provided that theYae installedaccording to the 715 , requirements of the Authority HavingJunsdiction. C Pari lot lanes -Parking lotianes shallhave aminimum of15 feet clear width between rows of parked vehicles for vehicularaccess and movement A Locationofstructures• (1) At least three perfineterwallsofallindustrial, commercial public orsemlpubfrcorresidenva!structures with threeormore dwelling units perstructure shallbe within 200feetofa street,, fire lane, orprivatestreet. (2) Structures exceeding30ifeetmheightshallnotbesetbackmore than 50feetfromastreet, An? lane orprivatestreet. 710 -- (3) When anycomb/nation ofprivate fire -protection facilities, inc/udingbutnotiimr'tedto fire -resistive roofs, fireseparation walls, spaceseparation and automatic fire-edug nshingsystems is provided andapproved by the Fire Marshal orhisfher designated representative as an acceptable alternative, Subsection D(2)shalinot apply. (4) The fire Marshalorhlslherdesignatedrepresentativemay in concert with the local volunteerille company require atleast twor means ofaccess for Are apparatus to allcomme(cialandindustrialstructures Those access waysshallmeetthe requirements mrSubsection8(3). j (5) Landscaping or otherobstructionsshallnotbeplacedamundstructuresorhydrantsinamannersoastoimpairorimpedeaccessibility forfire-fighting 705 and rescue operations E Watersupply (1) Watersrpplysysfemsshaflbedesrgnedsa as tobecapable ofsupplyingatleastl,000gallompermfnutest2Opoundspersquareinch, water suppliesshall be made available and operational before combustiblesare on site duringconstruction. .efamrlYdetaehedordu lezdwellrng units,thereshallbe a6rehydrant wrthm4lOfeetofalturnts tnareasdeveloAed Q103.7 Curb D s - 9i? rol. Where C!/11nJ is provided adjacent to re lane, It iUSf be (1) In areas developed with , with three toFrveewellin8 t,niisAer trurtretheresallbeahYdrant within300 feetofallonits.ln areas develoPed withsixormoredwellin8_units' painted Yellow within the limits QF the ire lane, In areas without curbing 9 a 6 inch yellow vw 70 0 , perstructurethereshaltbeat/easttwotydrantswrthm300feetofattumts.lnareasdeve/opedwrthmdustna/or€ommercraldeveiopment(s)there ,. I pavement. Paint shall be e of ll bhighway hsae strollbeahydrantwithin 300feet ofa/tportransofany stru€tum: wtrereone hydrant tsdedicated fothe operation oftsfandprpesystem, :there shall : line applied to the edge 11 9 y traffiC 9rade, i be at least one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standope system shall not be farther than 50 feet from thestandplpe. Distance measurements under this section shall be alongcenterdlne roadwaysurfaces oralongsurfaces t meeting the requirements oft fire lane (designated or undesignated) where appropriate, but in all rases access to each hydrant shall be directly from a roadway andlorAre fire.VR �n 695 t- (3) Fire hydrants shall bemarkedlnaccordance with the Frederick CountySanitation Authontypoliry. - - �---L (4) Fire hydrants located in parking areas shallbe protected by barriers that will prevent physical damage from vehicles. (5) Fire hydrants shall be located within three feet of the curbline of Are lanes streets or private streets when installed along such access ways f6) Fire hydirints shall be finsialledin acco, dance lidth the standards of the Frederick CountySlantlatforr Authority 60 (j 17) Threads on fire hydrant outlets shall conform to Frederick CountySenitation,Authoritypolicy. 181 Fire hydrants shall be bYnotless than asix-inch diametermam F. Hreprotection during construction. Trash, detirls and othercombustible materialshait be removed from the construction site as often as necessary to maintain a firesafe umstructionsite, G Plans, Completeas-builtbuiliting filoorpians, siteplians andplans of ile-suppressionsystemsshallbe submitted to the Chief Building OfficialandAhe , Curbs shall b identified by a6inch Rolled curbs shall be identified by a6 Roads with no curbs shall beid :nttre d Mahor prior to issuance of the final yellow paint on the tog and sideInch yellow paint stripe to the top: by a 6 inch yetlowstripe. Fro 09 16',18120' and 24' GATE VALVE -5- APR 09 Di1L� D2 Rate Jones of htfirl1 g.hali bo rear eetod In addition, all jgnde Mho, theapedrid bnol, an the large aide of hA reducer stead to r.sirained. L - roatrainad World Of pipe (PVC or DIP) 0 K pipe damehor REDUCER �L� �L� D in addeton to reshaping the conaadbn• any Joid hat fags wihh Lha specified length dual be taaaMad. ®um®nnno sfona to be bato�v tape aEluMabie valve box U_ o inimum Of G. vette bo%adapt« common MEMMEMmm k ({ o . unumomm nwammmm f= w �� ®®000mm U _ no®0maw M ®®m.o®® M am -0®®0 M N REDUCER �L� �L� D in addeton to reshaping the conaadbn• any Joid hat fags wihh Lha specified length dual be taaaMad. ®um®nnno sfona to be bato�v tape aEluMabie valve box U_ o inimum Of G. vette bo%adapt« MEMMEMmm k ({ o VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- achedu1e40 a?eel Bled Orth dandle. eW painted Yen. BnWied 0"ped 18dl. eonerafe encasomen; L -ra charred langth of of. (PVC o, DIP) D - plot diameter e sfona to be bato�v tape aEluMabie valve box U_ o inimum Of G. vette bo%adapt« 0 k ({ o i J (n f= w �� U _ M M M M N V O tU C3citt N m QJ :3 a Q> N Uv ° n C 4 v ( +S t r tC. s 00Q Q _ 1� Ln FEB Ds -14WnT = n NO'E: Weep holo, seed rpt be s end to bdng submerged. if dealallatbn Is in an area having a high g,o:a:deaCertaJe, rho Aulhorhr3 ononoor area W contacted for hydrant relocation. ea repuPped rcoastal part .... .x6°tletp FIRE HYDRANT ASSEMBLY mechanical Joint awry”! tet efh 6°brarwih APR 09 F�- C< U VI CUj _------____, TIS � �6Uj SCO I LU � 21 q I J fF=708.43` ti _3 TOS Q 48" MIN, COVER 17< 18n J MIN. CLEARANCE e 8 DUCTILEIRON PIPE (CL; 52) IDD W w; w ; O kj a 695 LV W N�� W 4 w w a z; DATE: MAY 4, 2020 dQ'q O i e 's 'O lU J DO LTt SCALE: 1" = SO' -- q oz dzQ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FILE NO. 0700 SHEET 4 OF S sfona to be bato�v tape aEluMabie valve box o inimum Of G. vette bo%adapt« abovotopwieree bcator marl Liter pbih atone o real Mia t td FIRE HYDRANT ASSEMBLY mechanical Joint awry”! tet efh 6°brarwih APR 09 F�- C< U VI CUj _------____, TIS � �6Uj SCO I LU � 21 q I J fF=708.43` ti _3 TOS Q 48" MIN, COVER 17< 18n J MIN. CLEARANCE e 8 DUCTILEIRON PIPE (CL; 52) IDD W w; w ; O kj a 695 LV W N�� W 4 w w a z; DATE: MAY 4, 2020 dQ'q O i e 's 'O lU J DO LTt SCALE: 1" = SO' -- q oz dzQ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FILE NO. 0700 SHEET 4 OF S E & S CONTROL STANDARDS E & S CONTROL NARRATIVE PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE SOILS MAP 1"-400' A(WITH WIRE SUPPORT)CA 1. Permanent or temporary soil stabilization shall be applied to denuded Protect Description f i. SET POSTS AND EXCAVATE A F"X<' 2. STAPLE WIRE I'DIM TO THE POSTS. areas within seven days ager final grade IS reached on any portion of the , 3do {MIN.} TRENCH UPSLOPE ALOND THE LINE , site, Temporary soil stabilization shall be applied within seven days to This site is located at 242 McGhee the intersection of McGhee Road and welitown A OF denuded areas that may not be at final grade but will remain dormant for Road in Stonewall Industrial Far*. The purpose of this plan is to construct an longer than 30 days. Permanent stabilization shall be applied to areas thataddrUon onto the fabrication do building. Vr are to be left dormant for more than one year: PIPE OUTLET TO WEU... 2. Duringconstruction of theproject,"soil stockpiles and borrow areas shall ExistinrLSite Conditions DEFINED CHANNEL p l t be stabilized ar protected with sediment trapping measures. The applicant PIAN VIEW . .. is responsible for the temporary protection and permanent stabilization of This site has been developed since 1985. The area of the addition contains a all soil stockpiles an site as well as borrow areas and soil intentionally concrete and is also compacted grave/ for outdoor storage. L transported from the project site. r / Adjacent Parcais o x / % \ 32B 3. A permanent vegetative covershall be established on denuded areas not PLOW i iII % f; otherwise permanently stabilized,Permanent vegetation shalt not be < p y The adjacent SB , considered established until ground caverns achieved that isurvfomt, j cent parcels are forge lot industrial uses; d ' 99 SECTION A A � ' -A mature enough to survive and wdl tnnibtt eivsiun 1 a. ATTACH THE FILTER FABRIC TO THE WIRE a. eacKFIu. aro DaMPacr THE FILTER CLOTH KEY IN O'-9'; RECOMMENDED FOR ENTIRE PERIMETER / p SolIS FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOL SITE , 4. Sediment basins and traps, perimeter dikes sediment barriers and other NOTES; 1. APRON BASKET, MAY BE RtE. GROUTED RIPRAP, GABION measures Intended to trap sediment shall be constructed as a first stepin BASKET, oR LENGCONTH O FE. types \ This 10 acre tot contains three sail es determined from the USDA's 'Soils :��� ^ f any land -disturbing activity and shalt be made functional before upstream a z uslNc PWTE$�3,1 B s ANoa3 TRAP APRON As cALcuixTEo i II 39B land disturbance takes place. Survey of Frederick County, VA, The first is (#SB) Carbo Oak/et silt looms: The a. a a 1.9 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT VSs THAN aINCHES. #32B Oaklet Stlt Loams and Anally #Sw!mle Silt Loins These 5 Stabilization measures shall be applied to earthen structures such as soils are classified as a hydrologic sails group C. These soils have mediumSource: Va. DSWC Plate 3.18-1 dams, dikes and diversions immediately after installationerodibffity and runoff. e` I1II r .' Jill _ ,. - %%r , OUTLET PROTECTION 6.Sedrment traps and sediment basins shall be designed and constructeduarr based upon the total drainage area to be served by the trap or basin. Erosion ControlPragram a. The minimum storage capacity of sediment trap steal! be 134 cubic . Install construction entrance with wash rack arcs per acre of drainage area and the trap shall only control drainage . Install silt fence ° TE" '°" of FAWC ""° "Rf '"ro THE TRa�". Y P 9 p Y areas less than three acres. . Install the Inlet and outlet protections ;FILTER jFASW • Grade site and seed all exposed surfaces immediately upon reaching final grade b, Surface runoff from disturbed areas that is comprised of flow from m A drainage areas nater than o equal to three acres shall be controlled b % a sediment basin. The minimum storage capacity of a sediment basin General Erosion and Sediment Control Notes (VESH Table 6-11 shall be 134 cubic yards per acre of drainage area: 7ne outfall system shall, at a minimum, maintain the structural Integrity of the basin during a ' ES -I. Unless otherwise indicated, all vegetative and structural erosion and sediment twenty-five year storm of 24-hour duration. Runoff coefficients used in control practices will be constructed and maintained according to minimum runoff calculations shall correspond to a bare earth condition or those standards and specifications of the Vrrgmra Erosion and Sediment Control Handbook conditions expected to exist white the sediment basin is utilized, and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations, 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 Ill The plan approving authority must notified one week prior to the within one year of permanent stabilization shall be provided with additional pre -construction conference, one week prior to the commencement of land slope stabilizing measures until the problem is corrected. disturbing activity; and one week prior to the final inspection, CULVERT S(HIRCE: fmm InsMNatan of StraM aMFobrie Fdter 8mriere to Sadirtretrtf2ntrd, NATE 3.05-1 Dl�l. � 10 -YR Velocit WIDTH ,q LENGTH STONE 1 ' 12" 11.97 cfs 2.63 ftjs 36" 8' &„ , 8. Concentrated runoff shalt not flow down curt or fill slopes unless ES 3:Ali erosion and sediment control measures are to be placed prior to oras contained within an adequate temporary or permanent channel, flume or the first erosion tep In o cand se slope drain structure. ES -4: A co of approved erosion and sediment control plan shall be 9. whenever water seeps from a slope fare, adequate drainage or other copy PP A -- ,,.:_ protection shall be provided, maintained on site at all times. _ - ..__ �_ ._, 10, All storm sewer inlets that are made operable during constructron shat! ES 5: Prior tocommenern land disturbingactivities in areas other than Indicated _ _ _: _ „_ _ _ _, ._ ,.__ ._ _ __ ____ ; w _ t ' be protected so that sediment -laden water cannot enter the conveyance dnthese plans (including, but limited to, off-site borrow or waste areas), the system without first being filtered or otherwise treated to remove sediment, r contractor shall submit a supplementary erosion control plan to the owner for -- f .r.n� == " •s "� "'® �® II.Before newly constructed stormwater conveyance channels or pipes are review and approval by the plan approving authority. � - ma__ •:. t 168.0' made operations, adequate outlet protection and any required temporary or permanent channel lining shaft be installed in both the conveyance ES -6, The contractor is responsible for Installation of any additional erosion control channel and receiving channel measures necessary to prevent erosion and sedimentation as determined by the 1 12, when work in a live watercourse is performed; precautions shall be plan approving authority. s 3 F-2 Use: Metal Fabrication - taken to minimize encroachment, control sediment transportand stabilize 10,080 sf I the work area to the greatest extent possible during construction, ES -7.A# disturbed areas are to drained to approved sediment control measures at b FF=708,43' Nonerodtble material shalt be used for the construction of causeways and all times during land disturbing activities and during site development until final cofferdams, Earthen fill may be used for these structures if armored by stabilization is achieved. -- none odible cover materials. _ 13, when a live watercourse must be Grassed by construction vehicles more ES -8, During dewatering operations, water will be pumped into an approved than twice in any six-month period, a temporary vehicular stream crossing filtering device. - a constructed of norterodibte material shall be provided. `' , 4 } ; ,` r t7 - ES -9: The contractor shall inspect ail erasion control measures periodically and J 14. All applicable federal state and local regulations pertaining to working PP. 9 pe g 9 each runoff -producing rainfall event Any necessary repairs or cleanup to in or crossing live watercourses shall be mett, marntarn the effectiveness of the erosion control devices shall be made 1' _ ti mmediately, �. I 7m 15. The bed and banks of a water course shall be stabilized immediately i t� �. atter work in the watercourse is completed. } Frederrek County Note: CE 16. Underground utility lines shall be installed in accordance with the The Public works and Engineering Department will retain the right to add to or following standards in addition to other applicable critena,, modify these erosion and sediment control measures during the construction I ` T - . - l i process, within reason, to ensure adequate protection to the public and I �` � SL� a. No more than 500linear feet of trench may be opened at one time. environment. t I r-_ �� �...r' _■ u .�X "'iC" X - b. Excavated material shall be placed on the uphill side of trenches, i 120.0 E i e � c. Effluent from dewatering operations shall be filtered or passed through ` 1 rs I { an approved sediment trapping device, or both, and discharged in a 90t t a manner that does not adversely affect flowing streams or off-site property , ; _ Ex Office - 4 000 sf , 4 t © Storage - 2,000 sf oo ° f d Material used for backfrfling trenches shall be properly compacted in o order to mr`nimize erosion and promote stabilization. + FF=713,93` FF=709.93` e. Restabilrzatfon shall be accomplished in accordance with these I _ _ rod N } f regulations. STONE CONSTRUCTION ENTRANCE � � ;' - e: , Applicable safety regulations shall be complied with. _. f, ` 70' ink EXISTING A PAVEHENi _.... ,--- .. .. __.. i ;�+ � ;-T.'_`._' t--�,_....._, i I `•; , , 17. where construction vehicle access routes Intersect paved or public '' �:, 1 t roads, provisions shall be made to minimize the i : x F transport of sediment by ".. vehicular trackingonto the paved surface: where sediment is transported P p FILTER CLOTH ff` MM . A (OPTIONAL) ] 5% 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 SIDE ELEVATION t X j I roads by shoveling or sweeping and transported to a sediment f%fSTRx ORIXA117 disposal area. Street washing shall allowed only atter sediment is removed in this manner. ibis provision shall apply to individual m• MIN. -�- i ' development lots as well as to larger land-drskurbJn activities. P g s w sHRagx a MIN ,> 18A# temporary erosion and sediment control measures Sha!! be removed } X00, within 30 days alter final site stabilization or after the temporary measures+ are no longer needed, unless otherwise authorized by the local program 121 MIx' Iv MiH [S� M1 ry" authority Trapped sediment and the disturbed soil areas resulting from the A k I disposition of temporary measures shall be permanently stabilized to ', t prevent further erosion and sedimentation. h I i VMtT In J POSITIYf IRATNAGf ii MIN. Coll AGGREGATE $ TO SEDIMENT Q I`. # Ex warehouse - 7200 sf 19. Properties and waterways downstream from development sites shall be (_ TRAPPING DEV w FF=710.19' protected from sediment deposition, erosion and damage due to Increases • must EXTEND FULL NOTH t OF INGRESiAND EDRVIS in volume, velocity and peak flow rate of stormwater runoff for the stated OPERATION PLAN VIEW '% frequency storm of 24-hour duration in accordance with the following - t 2` N standards and criteria:. z , SEEDING SCHEDULE (PER SECTION 3.32 OFVES)Al I 3• ,� � �� � ; _ � � --._ 1.) Topsoil will be spread at a minimum depth of 4".� �r ��; �. 2.) PtJuerzed agricultural limestone will be incorporated into the soil at a,rate ` T� t _ - a of 92 lbs per 1000 square feet 2 tons per acre). p q ( p 1 �. _. 3.) Fertilize with 10-10-10 at a rate of 23 Its per 1000 square feet (1000lbs _- per acre). ';, _ _ _ .._ _ _ ,.._ W.;__ _ _ _ __-, :._ ----- <. a. ; } 4.) Seed mix will consist of 7596 Kentucky 31 Tall Fescue, 10% Annual Rye, , _ • . .. _ - .----------;------------------- �--- t 10% Faxtail Millet, and s% Red Clover at 200 lbs per acre. " ` SSM^709•$4; 5.) Straw mulch will be applied to all seeded areas at the rate of3500lbs per ' "' W _ r FO _701,4 .+ vu _1T acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 REINFORCED CONCRETE XRAm SPACE IIA- SECTION B -B gallons per acre UI ; c� 1 � ,1 I n ' ' lit 8BTill 328 SYMBOL E & S DEVICE QUANTITY }� CE CONSTRUCTION ENTRANCE 1 each LCG LIMITS OF CLEARING &GRADING 0.66 ac + PS PERMANENT SEEDING t0.1 ac WIRE SUPPORTED SILT FENCE 1, 000 ft INLET PROTECTION 1 each t `, OP OUTLET PROTECTION X each , V t ,I , , Ci 1 + + ; IT + + c i ' CODE SOIL AiAME HYDROLOGIC GROUP CARBO SILT LOAMS C 328 DAKLET SILT LOAMS C 39B SWIMLEY SILT LOAMS 17C = r9 I � k t i f + i i fi E if u O � o V � it n [; I i � t 3 + i 0SCALE: I[ � �x i rt c ver C 00 u O � o V � it n [; I i � t 3 + i 0SCALE: I[ � �x i 00 u O � o V � W � 0SCALE: rt c ver CiCC LI Qizce CCLU u O t-'�- DATE: MAY 4, 2020 1 so, t FILE NO. 070 a � o V � W � 0SCALE: 0 1. n� SHEET 5 OF 5