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HomeMy WebLinkAbout07-24 Site PlanLEGEND EXISTING FEATURES EXISTING EDGE OF PAVEMENT EX EP EXISTING EDGE OF GRAVEL EX EG EXISTING CURB AND GUTTER EX. INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING SPOT ELEVATION EXISTING TELEPHONE LINE EXISTING SANITARY SEWER EXISTING ELECTRIC SERVICE EXISTING GAS LINE EXISTING STORM SEWER EXISTING FENCE LINE EXISTING DITCH LINE EXISTING WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING REDUCER EXISTING TREE DRIP LINE EX CG-6 I r T -- a sa- 3 E E E E E E E G,6-s:v-GAS Fos-OA EX. 15" RCP X X X 5j EX. FH w PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL PROP. CURB & GUTTER PROP. REVERSE CURB & GUTTER PROPOSED CONTOUR PROPOSED SPOT ELEVATION PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED TELEPHONE PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATER LINE PROPOSED WATER METER PROPOSED FIRE HYDRANT PROP EP PROP EG PROP CG-6 zlZpRpP CG-6R , 50 +50M PROP. 24" ADS -s -s -s -s -s -T T -T -T T -E -E -E -E -E - GAS- GAS- GAS- GAS- -w-w-w-w-w (2)1'WM D& PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES - EASEMENT LINE -- PROPERTY CORNER FOUND PARKING SPACE TOTALS ADA HANDICAP PARKING STALL SIGNS SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING INLET PROTECTION ® IP OUTLET PROTECTION ® OP CHECKDAM CD DIVERSION DIKE DD SILT FENCE W/ WIRE SUPPORT X X SF RIP RAP RR ro no - SEDIMENT TRAP ST FREDERICK WATER CONSTRUCTION NOTES Rev. April, 2022 1. Frederick Waters Water and Sewer Standards and Specifications are available at www.frederickwater.com 2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction. 3. The contractor shall schedule a pre -construction meeting with the frederick Water Inspector prior to commencing installation of any water or sewer facilities. Contractor shall also arrange for inspection of said facilities by Frederick Water. Oil water separators and/or grease traps may be required by Frederick County Building Inspections. Both Frederick County Building Inspections and Frederick Water will inspect the installation of those facilities. Both inspections shall be scheduled by Contractor. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 5. A new water (or forced sewer) main shall be connected to an existing main by a cut -in tee with accompanying valves. 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Waters inspector. a. Adjust Frederick Water facilities to grade as required by the Frederick Water Inspector. 7. Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the yoke bar. b. The frame and covershall be set to final grade. c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches. d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all -%'x-a ; -Ya ", 1 ", 1 % "and 2" water services ll. all sewer services. b. The owner/deve%per shall: 1. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick WateK5 engineering assistant //. submit an Application for Service and pay the required fees. 9. All water service lines must ha ve a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line's water meter and backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires es a copy of DEQ s Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. WATER & SEWER DEMAND AVERAGE DAILY USE (GALLONS) MAXIMUM DAILY USE (GALLONS) MAXIMUM PEAK FLOWRATE (GPM) 30 60 10 THESE NUMBERS ARE ESTIMATES FOR 2 EMPLOYEES GENERAL NOTES 1. Permits must be issued from VDOT prior to any construction in a public right-of-way. 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. 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. 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the responsibility of the developer. All damage must be repaired to original conditions. 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control Handbook" Section 3, 02. The contractor must maintain this access for the duration of the project. 6. The contractor will be responsible for adequate and positive drainage of this site. 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions. 10. The developer is responsible for the relocation of any utilities required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. 12. All controlled fill must be compacted to a minimum of 95% density following Method 'A' of the Standard ProctorASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate locations and not all utilities may be shown. 14, The contractor will contain all litter and debris on -site. The work must be left In an orderly manner at the end of each workday. 15. An approved set of site plans must be on -site during the construction process. 16. The contractor will notify all utility companies prior to excavation within easements. 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days. DEPARTMENT OF INSPECTION GENERAL NOTES 1. Buildings shall comply with the Virginia Uniform Statewide Building Code & Sections 311, S (storage) of the International Building Code/2018 & the 2018 fire Code. Other codes that apply are ICC/ANSI A117.1-3-09 Accessible and the Usable Buildings & Facilities & the 2018 Virginia Energy Code. 2. Proposed 9,360 sq it single story warehouse/business shall comply with Chapter 5 for height and area (T503). Limitations for type of construction /n Table 503 of the 2018IBC and Fire Protection shall be installed as required in Chapter 9IBC. Fire Pump shall meet NFPA 20. 3. are facilities Proposed unlimited p a aci ties shall meet Section 507, Un/imifedArea Bui/dings and maintain an open perimeter of 60. 4. Buildingshall comply with ANSI Handicap A117. - - p y p 1 3 09 for parking, entrance, and egress. A// required egress shall be accessible. 5. Landings at doors shall n x g of exceed 1:48 slope and thresholds shall not exceed 0.5"and walkways shall not exceed 1:10 slope; HC Signage shall comply with USBC 1106.8. Slopes exceeding 5910 shall be designed and built as ramps. 6. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure and must be sealed by a Virginia Registered Design Professional. (Soils, concrete, steel, etc.); specifically, fill for slab exceeding code shall require an engineered foundation. 7. A design professional licensed of the Common pwealth of Virginia shall seal the structural plans submitted for building permits. 8. Maximum slope across handicap parking stalls shall not exceed 2910, handicap signage shall comply with USBC 1106.8. 9. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, section 1016 USBC/IBC. Note fire ratings around this door if this section is utilized. Required exits shall not exceed maximum travel distance listed in Table 1016.1. 10. Storage racks exceeding 12' in height requires a permit and shall comply with the International fire Code. High pile storage areas require fire department access around the perimeter of the building. Access doors shall not be placed further apart than 100. 11. No gutter downspouts shall discharge over walkways. 12. A geotechnical evaluation shall be performed and submitted with application as required by USBC/IBC Section 1803. 13. Public Entrances into spaces larger than 3000 sf shall be provided with a vestibule as detailed perANSIA117.1-09. 13. Site lighting (light poles) shall meet the requirements of the VCC and the NEC. Note the requirements in Chapter 17 of VCC for special inspections on the type of structure (soils, concrete, etc.) FIRE MARSHALL GENERAL NOTES 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. 2. 'No Parking - Fire Lane" signs will be placed on the site by the Fire MarshaX5 direction. 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall, 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. NAME: CERTIFICATION # EXA DATE: RESPONSIBLE LAND DISTURBER 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. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works ,& Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. VDOT GENERAL NOTES Rev. June 2013 V1. Al/ work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations app/icable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U. S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules & Regulations. V3. When wo rking orking on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and al/ utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibilityof the developerto locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VOOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor(s), various County agencies, utility companies and VDOTprior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VOOT requires 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the workzone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VII. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately 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. V13. A// fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOTstandards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lilts to 95% of theoretical maximum density 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 VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer and a select number of pipe culverts. For pipe culverts a minimum f one pipe installation f r z pipe p p p p o o p po each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvertpipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V18. Prior to VDOT acceptance of any streets, a// required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V19. The deve%per must provide to the VDOT Land Development Office a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted to VDOT daily, unless specified otherwise. A VOOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V12. In accordance with Section 302.03, the foundations forpipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VOOT for approval prior to placing pipe. Foundation designs shall comply with VOOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT V23, VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. V24. Approval of this plan shall expire five (5) years from the date of the approval letter. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT V26. The foundations for al/ box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard P6-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. ITE CODE 150 TRIP GENERATION DATA WAREHOUSE 1 9,360sf IN OUT TOTAL 39 27 66 DATA TAKEN FROM THE I. T E. MANUAL PM PEAK HOUR IN OUT TOTAL 5 53 58 LANDSCAPING NOTES ADT 385 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must a void utilities. 1. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. The planter shall guarantee all plants for one year. 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 5. All plantings shall conform with the Frederick County Zoning Ordinance §165-203.01B. w SCALE 1"= 2000' VICINITY MAP PROJECT INFORMATION Property Data Tax Map Number 33-(9)-4 Address Zachary Ann Lane Area 5.449 acres Zoning B-3 Legal References #240000647 Existing Use Vacant Proposed Use Distribution Facility Disturbed Area 1.86 acres Zoning Data F.A.R. Maximum 1.00 F.A.R. Proposed 0.04 For open space - see sheet 7 Proposed Building Data Type of Construction 2B - Concrete & Metal Area 9,360sf Height 22 feet Contact Numbers Surveying & Engineering Firm: GreyWolfe, Inc. (540) 667-2001 Zoning Enforcement: Department of Planning (540) 665-5651 Site Inspections: 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 VOOT., (540) 535-1824 Telephone: Venzon (301) 954-6282 Electric: Rappahannock Electric Cooperative (540) 622-2098 Gas: Washin ton Gas Co. 540 869-1111 _ 9 ( ) MISS UTILITY- 1-800-552-7001 Owner DKOTA INVESTMENTS 4848 LEMON AVENUE DALLAS, TEXAS75219 PHONE - (307) 690-3936 ■ luj k p l O C o 0 - N � o 0 U _ _0 fa Ofa CD i N p Ix N o 'T 7 0 C ti ICU v i N n c 0 v ca_J ti�sC9 Building Setbacks See Sheet 10 Per Code Proposed Front (Rt. 825): 35' 36.00' N A Left Side: 15, 261.27' Right Side: 15, 49.62' ,ti m \ O Rear (I-81): 50' 372.57' �1 Parking Setbacks Per Code Proposed d ti j Front (Rt. 883): 10, 40.50' J o Left Side: 5' 136.00' C a� Right Side: 5' 49.61' C7 \ P �12yOD Rear (I-81): 10, 223.80' Use For Parking Unit Tabulation Q z x o Office (550 s>) 1 per 250 sf 2 ? o0 o Q a > z Warehouse (1) 1.5 per employee 1 c 2 o p W w � z'Stizo�� Required Pro used v cW, x z i Zt Parking Spaces 4 7 y15C U Z W p V °�° Handicap Spaces 1 1 1 9 docks = o o Q x o ~ z o Loading Spaces (1:40K) Delivery Truck Spaces n/a 25 Monument Sign Data No freestanding sign proposed. Building mounted sign will require a building permit SEE FREDERICK COUNTY ZONING ORDINANCE § 165- 802.03(C) (17) Sheet Index Cover Sheet & General Notes Sheet 1 Existing Conditions Plan Sheet 2 Site Plan Sheet 3 Storm & Water Profiles & Details Sheet 4 Life Safety Plan Sheet 5 Lighting Plan Sheet 6 Landscaping Plan Sheet 7 Erosion & Sediment Control Details Sheet 8 Erosion & Sediment Control Plan Sheet 9 VDOT Entrance Plan and Details Sheet 10 VDOT Entrance Plan and Details Sheet 11 Copy of Rezoning #009-90 &Details Sheet 12 Zoning General Notes Maximum 1. This project will not disturb an environmental features as P I Y 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 3.165 acres 0% 0% 0 easements shown on this plan. 3. Easements will be recorded and copies sent to the parties Lakes & Ponds 0 acres 0% 0% involved. Wetlands > IAC 0 acres 0% 0% 4. All utilities that will service this site must be placed Sinkholes 0 acres 0% 0% underground. Natural S. W. 0 acres 10% 0% Retention Areas Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 0% REZ #009-90, MDP 03-96 APPROVALS Frederick County Zoning Administrator SP #07-24 Date Final Site Plan Approved by Frederick County Planning Department Reviewer Date 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. w 0 1. 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 DATE: FEB. 15, 2024 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. 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I • I / I• I � � � rr` z� I I I I I � �.�-' \ --._ I � I I 1ti/ I � � I I , .� i 1 ! , I I tl ( � _, ►�i � i ITI I s, III I a-. I I I I I `-- / / pONNE / ! I I: Q I I ( I I Z r 15' BRL / I I I I' ' ( +\ �,, ` I I \ \ \ • i .-- l -, '` ` -- " f' { lEa: DRAINAGE EASEMENT - 09000469BIT 630--I\ \ I I, o 1 'III ( �I I j w I I III III I ( _ I \ 5/s"IRf \ I \ / �.- . v N 78003' 3" W= 47.51' I f 33-(9)-5 q / !.' ,r ` --•, \ I o, ` /2 II�F I ! - J I \ \ I \ PROFESSIONAL MOBILE/ " I I / / \ HOME BROKERS INC. + � i I I I / I ! I I � ti /' ,,. • ,,, \ 1 � + \ u ti , ( 030018404 / ! I { 1 // t !' ( ( t' II (I L iz W \ \ \ ZONED: B3 \ \ USE: COMMERCIAL $ ' 1 ( , , I I I - I t O� / \ \ + \I \ \ fSACRES I ( I , I ( ! ,! 30' 0' 30' i I I \ I I I I I I I I I t \ \ \ \ \ � t I v v� A V>�\ I: V 4-4 f \l I l , ( I ! f I I ( I I: I GRAPHIC II I \ r SCALE III ( I \ I \ I ✓! + f \ +� > \\ \ t / ! / ! I I f I I I \\ t I I k I tl/� \\\ I I \ + I h I I I ('{vV / I / DATE: FEB. 15, 2024 SCALE: 1"= 30' �,!( ,t r,\ ` I I j { \ f s per` t ( \ t I I I 1 I I t /'t' a , FILE NO. 0951 SHEET 2 OF 12 WATER MAIN CUT -IN NOTES: u 2" OF SM-9.5A 3" OF BM-25.0 ( I I / I I t ' I 1. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTORS REQUIREMENTS •-°O l l t I r w i ! ! ' 1 1 I I } 2. INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER SSMH-2568 y -� `® (� I TOP=627.6' 11 I t \ I I Il I I I I Ol O C Q 8" OF21-B COMPACTED TO / 1 r / I I I I ,REQUIREMENTS PRIOR TO SHUT ` 33- 9 -1 / / 1 \ I ( ( ( 3. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TOT MINIMIZE SHUTDOWN TIME. J� O % \ I w ' w 1 I p O Q 98% DENSITY } III l }' t T I I 628 j I \ \ / t }I 1 I / I / PFJ SOUTHEAST LLC RESOURCES ON SITE TO ACCOMPLISH TASKS PER FREDERICK WATER '' 1600123 5 / ' / / I ) I 1 r I HAVEOR S REQUIREMENTS. INSPECTORS REQUIREMENTS. ..• ".� ( . � "1" L / / t t ( r ZONED: B3 / i I I r ( r ko C ■� I \ I I / WA TER DOWN PLAN SATO THE FREDERICK WATER INSPECTOR. y _ _ - - - _ . (I III /�- -USE: COMMERCIAL O o 0 v \ / SUBGRADE FREE OF ORGANICS o ( \ \ t ( I III I F5. IRE WA CHA NIGHT TIME REQUIREDORY I 1 f - _ 6. SCHEDULE SHUTDOWN WITH THE FREDERICK WA TER INSPECTOR, FREDERICK COUNTY FIRE f24 ACRES I I MARSHAL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE R _ - 623 - w y w / ( U d � & COMPACTED T0100 /o DENSITY _ - - _ - (I - - PREPARATIONS AS REQUIRErD^BYALL PARTIES. - - - �' - - - v / ' 2) / ( f ( fu -�� } - - - ' E (3)8X4'B XCUL ENTRANCE PAVEMENT SECTION PAVEMENT DESIGN SHOWN IS PRELIMINARY, fINAL PAVEMENT DESIGN WILL ENV=627.2�' ERTS I INV=616.62 l I -Z►- i\ 1 Q I j 1 -ZI b J j y 626 _ ._ - , \ } I - ' % ( j v o �� o N °o j BE BASED ON ACTUAL DIELD CBR TEST AND EXISTING CORE DATA I I I \ - - - - - - - - - - - - - — — - I ffi ` ti O b O c I I SUBMITTED FOR REVIEW AND APPROVED BY VOOT PRIOR TO CONSTRUCTION. - _ - - -- = - - - \ I I ' 'WITNESS_ " ,v -� --_ III / I _ — - _ _ e_ '� �- - --_--- _ - / ,- .---------------- 5/s"IRFC� --� —%'` \ �� "® =� 1 y-- --` - 1 f I rn 11 ~ I t -,- 1,51'------, S78°0346"E-539.38' /---------------- - �62z �O1j2 IR II i M a 0 � 2"OFSM9.5A 3"Of BM-25.0 Q I I•I I ( / II I I fJ j�j I ( �I IiII \-z-z�.--xk"-max~\ x-z-z-z-z-/x-x-x-x-x- x-x-x \ x-` x-x-x-x-x—x�-z--z�--z -"zr-z xe xE z`�C� UaT G -1 _ f . _ _ _ 15' �RL 3DE& 33a301 _ E E _" E _E cl \ I \ E E — E —•— E _ E — Ezt E —^ E -- E "'".E"--- �' "'"•--...—`�--_�. I t tlGf `t^�--• �E } "�"' _ Fx 60'Pororeac EL7SON98% 8" OF 21-B COMPACTED TO DENSITY yrd i 1 I E Et UCT — I T I�='IRON Ef �cSC704345005 { 4 WATER MAIN DUCTILE IRONw ` w w --- w �' ` w zS y - ----_. I ESMT - DB 892, P� 115111,01 E / ( I I I \ / - `� EX. 30' SA ESMT - 08000514EX.12" w w III '.I 12" GV F w "�'®w w •..�. w T o 61LSB66''\ w �.,.,. w w --.,2' - - I 12' GV , w _ y w w �- I I --t w ._ B°SEW RMATN�, s ---H ^'s w ww \ SUBGRADEfREEOFORGANICS o & COMPACTED T0100 /o DENSITY / % (( ♦ � I I I w � w I w � uc C®62066„--...._$--� I I I \=un'�r�- �ww(TAPBYF.W 12'x8" CUT INTfE a .-- _-.------�..---.---."._=-Ei . .. \ I INV=621.6' 8 CV- _ a " " s -^ ^ a _ - --"a"'.--• a "EK�" MAIN w w •,.,.`� -{- r I I I f w{ �-. w` / ��_� a a ,�""��------•-- ___�_---------' ` ` f '-..•J•.� ---�_ ..�, arop ON SITE HEAVY PAVEMENT SECTION (EVERYWHERE BUT UNDER PARKING STALLS)/ I V."=3� • t l / L I I� 8'� \V - �•'%�" �� A t.'.--. l w SSMH-211 -- - w y 45 -_ - - - _ _= �= �� - _ -- (2) - j a I I I } / LONG MI SOLID SLEEVES BY CONTRACTOR ( / / �i " — — — — — _ — `— - \� \\ I f b MH-255z "' / (i ( IT~ a a -- a ( ( �I \ j \ / \ i /� / '/, /r,��_»__—_—���\\ \\\� , 1 r I I �JI ja--:al_ I \, `^ -� I w \ / /// l,- — — .. .. -..`' .,�' \ \\ •• \ l =625.21 ( : I a a �I ( I(�okc I -- N } �t/ /' I 3` \ .((( /r` ` - _ - ` \\\ I ( / 1 1 I I ( I ( INA 1 d' y4" OF 3500 PSI CONCRETE W/ RAL A D SN I / I � l I �, I I((.-•-�. liItt I \�\ ! I I I Ia ((j ( 1 I 1 I I I I( I I I I \ � lye � / \ t }� I c \t �, I I Ii l i/ � � I I I ( I I. I � �. \ Z " 639 -- " / J 1 ( ( \ 1 ( f LnTU -Ind V u 4" OF21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF I \ ( I I I 1 ( I •,. •-. � -^• i /r zj } `''- -- � -• \ I I 1 (i I I I ( 1 I 1 1 \ ' = ¢ 2 2i1, � P ORGANICS (I i w + \ \ - =^ --- ( & COMPACTED TO 95% DENSITY I \ \ \ ( / o ti�J/ bb .� \ \ \ } 6M11 \ t\-< TYPICAL SIDEWALKSECTION I \ \ \ } \ \ \ \ ( \ 1 f) e�'� \ coo / ti ���x �628T !'/1 `II See 624.6y ti \X } \ t \\ J Q zz�z�� i f �oo�a>�z 2"OFSM-9.5Aui \\ \ \ \ t 34 8" OF21-B COMPACTED TO o 95%DENSITY \ \ \ � j S \,�x I O y \ / �` M I I I I / �• � 1 0 0 1 Zi x�o¢z� O � \ } I %. h \ \\.r _ , 1a ( ' e oo SUBGRADE FREE OF ORGANICS / \ & COMPACTED TO 100% DENSITY } I (I 34 TYPICAL LIGHT PAVEMENT SECTION I I (1 ,j UNDER CAR PARKING STALLS ONLY I I( I I /" / \ r \ / ( F W o I 1 I �� :., 7" OF 4000 PSI CONCRETE WITH . _ I w / OaQ� ���� \ \ \ \ _. ~ \ tt \ i \\ r I 11 1( ( (1 I i ' F > • WIRE MESH (OR #4 (la 12" GRID) I' II / \a 'y \ t I \ o / I 5� I � " � \ � a � W v I I I t. 1 1 I 1 I J �a ' 6 6" OF11-B COMPACTED TO 95% DENSITY I I II I III (I \ I ��o 34 } W \ r ti \ ( / / ( I J I 34 ` 34� 4� 34�f �:, �,: 34p \V II \ 1 \\ a �� I ( I ( ( ( ( (� f F O M z SUBGRADEFREE OF ORGANICS I( A ,' W w elf S /\ & COMPACTED TO 95% DENSITY I I I 6z70H I \ ( I / I I 33 j '/" ^ ww l 34 34 4 4 \ "� 33 (9) 4 $ M V) ( o 0 TYPICAL TRUCK PAD SECTION III II I AB WHITE HALL, LLC �N I rNv= 33 t / x ' I I I i7 1 1 (: ! ( 1 I 1 ( x e - \ / 100005140 } ' ! I 3 35 351, r q t r - \ }30.5 ! 9 a I i. ! ZONED: B3 i �� ! I 11 1 1 HANDP4a 33 'oaDNGsvncs I 32p I \ (+ } 31 �I I // ! USE: VACANT 1 I 1 Lo w w ( I I III I' III 32 11 x28' K / 5.45ACRES r �" I INV=630.3� s I I a LOAQjNGSPACE I p OFFICE ° // O 3' MIN. 12: 1 12: 1 3' MIN. CG-6 N I „ 550 sf I �y I � CG-6 I I I I i I I I I I a OADINGSPACE .33t" °'I/ III C/o OADIN SPACE ' 628.01 34 x f j% ffi w / \ I ( i J I pJ ( ( I 6282 ' iy �v U bING SPACE / / / 29� / ..-- /�"` % ? ! 6�6 / 1, @ ( / /�rO r ,.; v;✓ /// / �' II' \ i ((� it (I ( x ti WAREHOUSE ti (( ( I' J I i1 O TRANS FF=635.33' �OADNGSPXCE 9 S a s , 27 .33 z� � / OADINGSPACE- I ,r 1 l lr' / t 2 �i p INV=639.5'' —.. -- / + / � I I I ( � Z I I I 3' CONCRETE 33 / o°�. Bp ( 1 1 I c. Q NOTES.. I I (I J / RODENT STRIP ��'''��� ' i x {3„THICK- TYPICAL 31 l -� ti 1. H C SPACES MAY NOT EXCEED A 29 SLOPE.LOADI I t� 1' N /. � i 312 I SPACE ' �/ j I i �� /� ) I / I I ( ! v Z 2. RAMP BUILT TO </DOT CG 12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE. i II I I P j I / 1 I II i II I II - 1 t i I I- / / / + / \ O I I ( 1 I I I I i( (� LLJ I I321 / / kOADINGSPAC /¢ / / / / ` \ / I ! I I I cnPc 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK OR I I I 1 III n +� i b -J 35 j .. 71'-3" f MOUNTED TO BUILDING IF POSSIBLE. I I I• III I II( I I � /h'I�,A I I I I NC9 I I I 31 < ° IS / I b ' I i ( I I i I I I Q r. \-f *'/ /� \ k 've i ,I /r»\\ I I I I I � I (I I � / �� � � � 30 /� v•'` /l l /� �v I � � �yo�' � I 53' ,� r, ti Q Q Pc W� I � o R7-8 HANDICAP PARKING s1G (11-X ,BJ A III I I I '��; II III 31 ,-_.._ �.�... } + I v� \ II `i Wlijq I fI II , L x x z — z/ — x x z — z — z — z — x I RESERVED PARKING MAY BE PLACEDINT OFEACCEIONALl1YMBOL ADJUSTING ON ONE BLANK I ss��Im �I:,,,,� I �- I I I /'x , .'' "'--'\ JJ l ' r \ + I I I I I I'• I I I I I I �m\ O J Q REQUIRED HEIGHT I III I � O I /.r // la Z�x{`/� �..` -.. / ,,.- - I 1 I I I ! 1 I I ` I i I I En ✓ONE -- . .- ,, \ / / -\ t �"r- U g IF REQUIRED TO ACCOMMODATE THE ADDITIONAL LINES . //"III III I I ¢I'.� III v I I I t �b o I I \ 2 — _ — — / IS'BRL ! III \ I I _ i_ .— I. �� 1 ` I 1 ! I I EX. DRAINAGE EASEMENT - 090004698 O \ • I ( I f III I It II I I' JI I } \ I I I 1S- VAN ACCESSIBLE I • III I 11 j'� 1 !r ,,.�„ 630-••.,�, \ OO OO I i I! 1 �- -\ // REQUIRED ^ I I III 5 I \ ®✓ N78°03'3"W=47�51' I y /8„IRF � � \ �I \�`\ PENALTY f 100-500 EFFECTIVE, 998 j III i � iI1 I ( I \\ w} II / t ( � / / � "'f '-'- — -_-- -.-- ` } ( ` } � � III I I I 1 I I I � '\• t} I � TOW -AWAY ZONE �/ I I / ...' / i \ , I I ...-• I / / I /. ` J \ t� = W III I I fI(/ I I I ( 1 I I I w I II I 1 / /" \ \ + R \ ` 33-(9)-5 1 / ! } - PROFESSIONAL MOBILE / / ` (I HOME BROKERS, INC, `O � I 030018404 DATE: FEB. 15, 2024 SCALE: 1"= 30' PARKING SURFACE CONCRETE WHEEL STOP I s�t•• -'-- II ZONED: B3 USE: COMMERCIAL \•.I I (IF REQUIRED) III V I / I t f, t I I t `°+ - ` I t, I•. \ t f5ACRES ( I (/ ! 1 t I I f V / HANDICAP PARKING SIGN DETAIL 30' 0' 30' FILE NO. 0951 SHEET 3 OF 12 (NOT TO SCALE) GRAPHIC SCALE b®ilon CONCRETE CRADLE STANDARD 24. sooct car oldil 10 1,20.D. CONCRETEENCASEMENT TRENCH & BEDDING select thrill All bac"ll as be compectad to asio of ASTM 0698 medmum density. CONCRETEARCH V "Met eakfm Opposite Side ....:::.. owns wlM 12 gauge wlitl inwleadPsbP copper wire err line taring, .Iona taped at 10 hoot Intend. Same Side INSTALLATION NOTES: 1. Exact location of meter bad assembly to be approved prior to statesman. Z Water seMce ttossing street: a Encave In 8' diameter SCH40 PVC or SDR21 pipe. The piping shall run horn one fact beyond sidewalk, goose the eet a strone foot beyond sldewsk. le. befell 12 gauge wild Insulated capper will (err line trading) from corpandon stop to Into the meter box (whop who around corporation sap; afire to W taped as top al PET at 10 foot Intervals; come up Into motor box; wrap around WWM of ergs ball verve; Onshore with, IT fail piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE Wx3/a,%`AND 1" METER INSTALLATION -B- 635 630 625 620 gill select ckfill O.D. 4� MAR 18 MAR 22 I I I^III I+ !I IIII^I II I Inw itlon to resmmIng won 1.1Mo1Me rising, any joint that falls within Me specified length of each branch of Me fitting mall be reelained. L = restralned length of pipe INC or 01 P) D = pipe overhear D V In I 12' 1W I I&' 2D° 24' I-M) 60 GO 1 100 120 1 120 140 160 TEE, CROSS, WYE —L� D L = mmea length of pipe (PVC or DIP) D = pipe diameter re CS, 221f2°, 11 1/4° D T 9' 10 1E• 16' 1 20 24' L(0) W 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- spigot bygeskoted Iddl48°band PJ FEB 09 01--k6 Dz BON joiner of the thing shell be restrained, In addition, all joints within to speafied length an the large side of to reducer shall be restrained. L - detrained length of pipe (PVC or DIP) D = pipe diameter L) D2 DI ®0000�� ®ommma© ammomma REDUCER In mother, to rewalning Me connection, any joint that falls within the specified length shell be resbaned. L = remained length of pipe INC or DIP) D = pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- D 18' 20' 24' ,. .... gasketed pipe entl fhtings Nent weld cep x 4' geskead bell aye Caplol Foundry of VA. Inc. sell Vw® bearing deanouNph amole name and cover, Item No. Vi property, recall Model PAaSVCSK (41 coat Iron Geenout cap with dourm d gasket and brass plug having a countersunk square head finished concrete skid pad 24' die x 6' deep grade All pipe and fittings shall be SDR 35/26. GRAVITY SEWER LATERAL -22- MAR 22 :..,sewer man ' 12"HPD -130'na 0.89,0 EX. GRADE 12° yPo 100 year Flo 7d M Q M �p C trio Q CL O 'yT U, O N O O ti O QCti l 1 O Z N aye 45°bond Elston. All pipe and fittings shall be SDR 35/26. GRAVITY SEWER CLEANOUT -24- 640 640 635 635 630 630 625 625 620 620 FEB 09 FEB 09 day.•n bend depth 4 a. min. \ up bend <y do th O D Each side of any welch &. abondd shell be restarted. Is 4'` Lu In specified joint Met fownsi a In spacing. halllengthb on e each side of the fiNrg shell be redrelnatl. D 6• W&1Y 18,18•&20' 1. 46° Ld (ft) 20 4D GO 80 Luria 20 20 2D 20 D V Will i6', 18'820' 24- 22 1/2° W (ft) 20 20 40 40 Uu Ml 20 20 1 20 20 & tY 16', 18" & 20" 24• 11 1/4° Ld (ft) I 20 I 20 I at I 20 W(h) 1 20 1 2p 1 20 1 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB Be PR G'PAD �— ---- --- EX.GkZE 12"HPD F \\ 100 y arFlood o - �Mp a Q R H O I N ,. O Z 0 ti q 4 + 11 o o concrete pad 1W dia.x 6 dT.d finlshed grade 6° screw type adjustablevaNelocation markervalve heatlaptr strained stoney _main �m'to zed fill B" and 12' ` for IT 16'selltl block for 2•yebe concrete pad 18• concrete pad l V oia.x T deep finished grade his. x6-do, I. 6-stone sd.tym .djuabbl. Note: valve shall / 6•slan. 24•min. 8°min. valve box b� vel9ear screw type - valve reshdned to coal type adjustable afire box Note: valve shall valve box be spur gear valve box adapt type e®O daptor D 66 min. .1n. overexcave0on '�. valve .: resiralnad :.J . , .•\.-fie stone to main 8°x 8k 16' O solid block 8°x e'x 16" solid block Water Forced Sewer 640 635 635 630 630 625 625 620 620 16', IS', 20'and 21r GATE VALVE -5- PB-1 TOP OF FILL _ f- GROUND LINE grade Most irenchwidlh as required a W dle.schadule 40 etael ' Wpe filapassed , 0 andpas' entl motl yellow finished T is grade y t concrete encasement {'• A,� �—S'—� BOLLARD DETAIL NOTE: Weep holes shall net be subject to being submerged. If Inat atlan Is In an area having a high groundwatererbie, the fwMority's engineer shell be contacted for hymen reloctown. 7 6'11n. cmaeopadl'Cdia.xGdeep 2• min. - 9 max. 9amne stone to bo ~screw type adjustable valve box minimum M6• valve box adepts above top of base Indoor marker stone 1 FIRE HYDRANT ASSEMBLY APR 09 $- NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL - -�P GROUND LINE s -GROUND LINE ■ U k CJ O C o 0 IN U) tO R C b o(13 � 0 V C O rn M E C aD b rN U U l ti a) 60 y i CzJ a c v ti�SC� LU m t< °� t O v JAN 19 = o L~fT (� o ' t °S:4 g BEDMATEAL MIN. 1/10 D {MN. il 1/10 D D X BEDDINGX MATERIAL DBEDDING MATERIAL 3, % IE D I X E PER T OF H e".MAX. z4" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MNI MNLL MINI - 1.5 e O _ MIN. 1.5 z D MtlN. 1.S x D MIN. 1.5 x 0 STOP OF FILL AA -TOP OF FILL III ,STOP OF FILL / ��� rriJii Jirriri ii / r f%ff _ = J /iirli = Jrriri/Jiiiri r riiiiri/r//fir —. GROUND w = / %i/ Ji4DX /i/iii /r//iiIOUNDLINE o-RTH I ROCK OR DIMN. I/70 R UNYIELQNGX D % BEDONG �" pERSOILMATERIAL p{OF H X MN. I' D BEDON6 MIN. e", BEDDING MATERIAL EARTH MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE NOTES: SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I SACKFLL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE FIRE, WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE NSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. ©rrru REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. ® EMBANKMENT ROAD AN�v°�s WoARos INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFS ENCEN SHEET I OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL — METHOD IIAII 3D2 I07.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 W a W _ pit. GRADE 100 0r'Fluod W ti tr f 48 CO 1ER (MIN.) � W c0 w 0 5 W j Pli ICE WATERLINE 1 18" STEEL CASING U OW a 10 ON EITHER SIDE OF THE SEWER L NE w o U4 18 MINMUM SEPARA770N REQUIRED o y fit DERICK WATER SPECTOR WILL 11AVE o i F1 AL SAY ON DEPT' AND CASING o z CO WUJ U 00let O UJ �O y y 7 Li (7� CO oQ °j c, cp z �O O ti rN ^sir N m N N O` O N N r4 O 635 630 625 620 �?ozzo LLJzooQg�i U.Jamzz z 3 I-z L Wli) Q Z2� ti h 4ZC�.IW W RFZ 04 Z 2 m O O i C<O O LL W Z V " o`�c�xz CJDOOyN Z 0 Ln > W CK V O I� U)Uj j �av W oI�C U z W j m QQ O Q PC Q ti oz :, J O � � ll 1S 11 \ O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 0+00 0+50 1+00 1+50 2+00 1+50 0+00 0+50 1+00 1,,50 2+00 2+50 DATE: FEB. 15, 2024 WEST - ROOF DRAIN COLLECTOR AND STORM PROFILE #1 USEAQUABARREL UNIVERSAL DOWNSPOUT EAST -ROOF DRAIN COLLECTOR AND STORM PROFILE #2 PROPOSED WATERLINE SCALE: 1"= 50' ADAPTERS WHEN CONNECTING TO HOPE COLLECTOR PIPE FILE NO. 0951 SHEET 4 OF 12 FREDERICK COUNTY FIRE MARSHAL NOTES SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" NO NO NO Y Q PARKING PARKING PARKING O LC SEC7IONDI01 GENERAL NO NO NO STANDING STANDING STANDING D103.7 Curb Designation, Where curbing is provided adjacent to fire lane, it must be C o � D101.1Scope D10REQUIREDAusaccessroadsshallbeinaccordancewiththisappendixanda/Iotherapplicab/erequirementsofthelnternationalFireCode. SfCTlON0101 REQU/REDACCfSS PARKING PARKING PARKING FIRE LANE FIRE LANE FIRE LANE -► painted yellow within the limits of the fire lane. In areas without curbing a 6 inch yellow }' ( D102.1Accessandloading-Facilities, buildings orportionsofbuildingshereafterconstructedshal/beaccessible tofiredepartment apparatus byway ofan OR OR OR line shall be applied to the edge of pavement. Paint shall be highway traffic grade. b c `° approved fire apparatus access road with an asphalt, concrete or otherapproved drivingsurface capable ofsupporting the imposed load of fire apparatus weighingat least 75,000 pounds (34050 kg). STANDING STANDING STANDING n O o o� CD SECTION LANE LANE FIRE LANE `�-U 3.1AccssroadMUthwith hydrICA ant 0103.5Access road width with ahydrant -Where a fire hydrant is located on a fire apparatus access road, the minimum road width shallbe 16 feet (7925 mmJ,exclusive ofshoulders (see Figure [FIRE [FIRE ,-`ate No More Than 50 feet �� �� � � adssh). D103.1 Grade -Fire apparatus access roads shall not exceed 10 percent in grade. Exception: Grades steeper than 10 percentas approved by the fire chief. 8 Between Signs - O 01 C D103.3 Turning Radius - The minimum turning radius shall be determined by the fire code official. D103.4 Dead Ends - Dead-end fire apparatus access roads in excess of150 feet (45 720 mm) shall be provided with width and turnaround provisions in accordance with Table 010N7 Standard wording with Standard wording with Standard wording 11 n u with 6 6 a b > m N o o � TABLED103.4REQU/REMENTSFORDfAO-fNDF/REAPPARATUSACCfSSROADS an arrow on the bottom pointing to the right. an arrow on the bottom pointing to the left. One no arrow. One sign mounted parallel to the > > c LENGTH(feet) WIDTH(feet) TURNAROUNDSREQUIRED ' One sign mounted line sign mounted parallel to line of curbing or 1. Length 0'-150 parallel to the of the line of curbing or pavement. o m o "O a. 20' width required, b. no turnaround required curbing or pavement edge at the end of the g pavement edge at the end of the painted area. P I Limits of Fire Lane I Curbs shall be identified by a 6 inch Rolled curbs shall be identified by a 6 Roads with no curbs shall be identified -I C M u 'N m 1. Length 151 ' 500' painted area. yellow paint stripe on the top and side. inch yellow paint stripe to the top. by a 6 inch yellow stripe. ca J a. 20'width required (, b. Turnaroundrequired:120'hammethead, 60"'Y", or96'diametercul-de-sac 3. Length 501'-750' a. 26' width required �t b. Turnaroundrequired.120'hammerhead, 60"'Y", or96' diameter cul-de-sac 4 } 4. Length greater750' a. Special approval required k ---t D103.5 Fire apparatus access roadgates Gates securing the fire apparatus access roads shall comply with all of the following criteria: } 1. The 20 feet minimum gate width shallbe (6096 mm). 1 y r 2. Gates shall be of the swinging or sliding type. 3. Construction ofgates shall be of ma terials that allo w manual opera tion by one person. } \ 4. Gate components shall be maintained in an operative condition at all times and replaced or repaired when defective. 5.E/ectricgatesshallbeequippedwithameansofopeningthegatebyfiredepartmentpersonnelforemergencyaccess.Emergencyopeningdevices j A- shallbeapprovedbythe fire code official. 6. Manualopeninggates shall not be locked with a padlock orchain andpadlock unless they are capable of being openedbymeans of forcible entry too/s or when a keybox containing the key(s) to the lockis installedat thegate location.�7. k (:D Locking device specificationsshallbesubmittedforapprovalbythefirecodeofficial.8. E/ectricgate operators, whereprovidedshallbe listedin accordance with UL 325.9. Gates intendedforautomaticoperationshal/be designed, constructed and instal/edto comp/ydth therequiremenIsofASTMF2200.D103.6Signs. y Where requiredby the fire codeofficialfire apparatus access roads shallbe marked with permanent NO PARKING - FIRELANEsigns complying with Figure D103.6 Signs shal/have a minimum dimension of12 inches (305 mm) by 18 inches (457mm) high andhave redletters an a white background. Signs shall be posted on one orboth sides of the fire apparatus road as required bySection D1036.1 or 0103.6.2. x / \ A D103.6.1 Roads 20 to 26 feet in width -Fire lane signs as specified in Section 106.3 shall be posted on both sides of the fire apparatus roads that are 20 to �jj�, C2 \ 2 z 26 feet wide. D103.6.2 Roads more than 16 feet in width -fire lane signs as specified in Section 106.3 sha//be posted on one side of fire apparatus access roads more than 26 feet wide and less than 32 feet wide. j x/f \\ \ S k , y z U ? o o Q a > c z z 2 Q W y c) O O SECTION D104 COMMERCIAL AND /NDUSTR/AL DEVELOPMENTS D104.1 Buildings exceeding three stories or30 feet in height \ I Q 2 x 2 iE ti Z ~ c t I� Buildings or facilities exceeding 30 feet (9144 mm) or three stories in height shall have at least two means of fire apparatus access for each structure. it l x x Wu�QZy", v W W c D104.1 Buildings exceeding 62,000square feet in area C9 O U 2 W p j m Buildings or facilities having a gross buildingarea of more than 62,000square feet (5760 m2) shall be provided with two separate and approved fire apparatus accessroads.Exception. Projects havingagross building area ofupto124,000squarefeet (11520mZ) that have asingle approvedffreapparatus access road 4, I / I x o p 2 i o ~ z p when all buildings are equipped throughout with approved automatic sprinkler systems. / x S\ II 6 YELLOW STRIPE x - 'r y D104.3Remoteness I /y N Where two fire apparatus access roads are required, theyshall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. `" Y ; SEC7/ONOf05AFR/AL FIRE APPARATUSACCESSROADS x DI05.1 Where required Where the vertical distance between thegrade plane and the highest roofsurface exceeds 30 feet (9144 mmJ, approved aerial fire apparatus access roads shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of pitched roof, the intersection of / X FH g �� O O • D o the roof to the exterior wall, or the top ofparapet walls, whichever isgreater. J v O 3 D105.2Width Aerial fire apparatus access roads shall have a minimum unobstructed width of26 feet (7915mm), exclusive ofshoulders, in the immediate vicinityof the n a x x a Y o building or portion thereof. 3 O z D105.3 Proximity to building At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum of 30 feet (9144 y j N a O x A x �` �� 6 YELLOW STRIPE Ln > LU w z Z mm) from the building and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access Z i; o g a road is positioned shall be approved by the fire code official. D105.4Obstructions Overhead utilityand power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. 2 > �' N I L7 x x L71 a o 'n 0 Ln Other obstructions shall be permitted to be placed with the approval of the fire code official. CCI I ¢ 90-0 General requirements. The following requirements shall apply to all construction Orland development activities in areas of the County to which this Ub ! 3 Q Q W I n I x LU N N article applies: A. Means of accessforfireDepartmentapparatus. / X I ¢ d- o rn (1) The means of access for fire Departmentapparatus andpersonne/sha//consistoffire/anes, privatestreets, streets, parking lot lanes ora combination I 3 c ,-p MM thereof. u x (2) Parking in any means of access sha//not be permitted within 15feet ofafire hydrant, sprink/erorstandpipeconnection or in anyother manner which x d will obstruct or interfere with the fire Department's use of the hydrant or connection. 4 (3) 'No parking"signs oranother designation indicating that parking is proh/bited shall be provided at all norma/andemergencyaccess points to Q structures and within IS feet of each fire hydrant, sprinkler orstandpipe connection. x Z B. Fire lanes. The fire Marsha/ designated x J O (IJ orhis/her representative, in concert with the local volunteer fire company, may designate both public and private fire p �? a lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a mannerprescribed by the Fire Marshal or his/herdesignatedrepresentative. Parking inadesignated firelane shall becon trolled byChapter 158,Vehic/esandTrafficofthe Frederick County 4 v I / �um M WAREHOUSE O U Code. (1) Fire lanes shall be at least 20 feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed ofa hard / x 'y 81810 sf FF= 635.33 I ° Z r ^ all-weathersurfaceadequatelydesignedtosupportany fire apparatus likely tobeoperated insuch firelane orbeofsubsurface construction designed to support the same loads as the above surfaces and be covered with no more than three inches of soil orsod, or both, and be designed with radii of -F o a I / v J O W sufficientlength toallow forsafeturning byany fireapparatus likely tobeoperated onsuch firelane. x * M (3) Fire lanes connecting to public streets, roadways or private streets shall be provided with curb cuts extending at least two feet beyond each edge of the fire lane. ` v (4) Chains or otherbarriers maybe provided at the entrance to fire lanes or private streets, provided that theyare installed according to the requirements of theAuthorityliavingJurisdiction. ( l x 3' CONCRETE a O Z W g UJ C. Parkinglot/anes-Parkinglotlanessha//haveaminimumof15feetclearwidthbetweenrowsofparkedvehic/es for vehicular accessandmovement. A Location of structures. 'u •� �� I RODENT STRIP j (n Fy m (i) At least three perimeter walls ofa//industrial, commercial , public orsemipub/icorresidentia/structures with three ormore dwelling units perstructure l x 3r� THICK -TYPICAL �y shall be within 200 feet ofa street, fire lane, orprivate street // Structures exceeding30feetinheightshallnotbesetbackmorethan50feet(ramastreet,ffire d + � QO (3) When fire facilities, includingbutnotlimitedtofire-resistive fire a d / I lLt Q ti any combination of private -protection roofs separation walls, space separation and automatic fire-extingurshingsystems, isprovided andapproved by the Fire Marshal his1her designatedrepresentativeasan or acceptable alternative , Subsection D(2) shall not apply. (4) The Fire Marsha/ or his/her designatedrepresentative may, in concert with the local volunteer fire company, require at least two means of access for / z a I fire apparatus to al/commercial and industrial structures. Those access ways shall meet the requirements ofSubsection B(3). / M 72'_3 ° m + / _I (5) Landscaping or other obstructions sha#not be placedaroundstructures orhydrants in a mannerso as to impair or impede accessibility for fire -fighting and rescue operations. L x a a O Watersupply. I / O v O ( I) Watersupplysystems shallbe designedso as to be capable of supolyingatleast 1,000gallons per minute at 20poundspersqu,7re inch. Water I supplies shall be made available and operational before combustibles are on site during construction. (2) /n areas developed with single-family detached or duplex dwelling units, there shall be a fire hydrant within 400 feet of all units, In areas developed 4 o o Q with three to five dwelling units perstructure, there shall be a hydrant within 300 feet of all units. In areas developed with six or more dwelling units Q Q perstructure, there shall be at least two hydrants within 300 feet of all units. In areas developed with industrial orcommercial deve/opment(s), there shall be a hydrant within 300 feet ofa// ofanystructure. Where one hydrant is dedicated to the there w Q / 0 portions operation of standpipe system, shall beat leastone other hydrant the distance forth The hydrant dedicated to the x meeting requirements set above. operation of the standpipe system shall not be farther than 50 feet from the standpipe. Distance measurements under this section shal/be along center -line roadwaysur(aces ora/ong surfaces i j�1 V) meeting the requirements ofafire lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directlyfrom a c, X _X _X _X _X _X _X _X _X - X - X - X roadwayand/or fire lane. (3) Fire hydrantsshal/be marked in accordance with the Frederick CountySanitationAuthoritypolicy. (4) Fire hydrants located in parking areas shall be protected bybarriers that will prevent physics/damage from vehicles. (J (5) Fire hydrants shallbelocated within three feet ofthe curblineofRrelanes, streets orprivate streets when installed along such access ways. Fire hydrants be installed in Frederick County5anitation Authority. f DATE: FEB. 15, 2024 (6) shall accordance with the standards of the (7) Threadsonfire hydrant outleushallconformtoFrederick CountySanitationAuthoritypolicy. f i' SCALE: 1"= 20' (8) Fire hydrants shall be supplied by not less than a six-inch diametermain. 20' �' 20' F. Fireprolectlanduring construction. Trash , debris and other combustible materia/sha//beremoved(romthe construction site as often as necessary to FILE NO. 0951 maintain a firesafe construction site, G. Plans. Complete as -built building f/oorp/ans,siteplansandplans of fire-suppressionsystemssha//be submitted to the Chief Building0(Fcia/andFire GRAPHIC SCALE SHEET 5 OF 12 Marshal, or theirrespective designated representatives, prior to issuance of the final certificate of occupancy. SLIM17FAFC150 "i� C, ( _ _ Try - } 1 �. ,�1 ti �� � } \ ,r olly 1r LfDmro lt.\ } Cua'.3,W[. t.E IL. E.-0V OMA 9ti CAl `/H Sr p+ ai'S59d5l Ew L1W� IwpoJitwi AYY OV f-TCiy +EM1443y bE mw }CO�\ O� ------------ kJ ' J / Te hnl2I5pw1flimtlom f!Na MJI,,MWllb Pm Na y/ 1 } L we wlamba W W J=Ma n OW 4 ptt.[ciosdttJ,b'e6,3mjNA]YiKW atl,b RI _ \ (V/ / w 1TrtL[JXl�ywba' VIW,I b �[ c ua c __ lencnaaamuta �. p 1 4 a 11 sh, e.,vuM,w(n j} \ U U61aE: y:'I.:.rylrcN Ca.b s .W lut.l c'm Lbw 4mV.au,([mnWun[(fDt M I. 1W 4` uiae4PClSY1+ K //(j � 1ENIAfMJ9&N1dJie,Mq' fkM µymum MlJ Tiamplatw[: \ � 9 111 +r. IXN $a:Ndelw .A cm SYC(IYiI YI d9 !� O m ttw6,� u �M V � � M11C C CI Y 50.'W q.)ZM 62 `�",w Dlml9waewm V p hIH M1M A 9' t J -. M M de.a L J '40g fi. 6, C/ / JUJe 1 I d' G 1• dl Wm M9 [F, tWIX tCf \ e� MI f Lv rtf Wk L I P e x\ DICUud1MWn.IrL y 0 ul +.eT YPmWn Wma+`�„ P .5 P 'tai �V EXAMPLE OF �L In evJdgi[Ed MCS. WALL PACK LIGHTING X \ \ S or NLCN IUM >vam wo WITH GLARE SHIELDING x \ _ _ ..._.. Cie o�� TOP VIEW SURFACE SIDE VIEW - INSTALLATION SECTION =mw F �1'n Cz W Q V LL �o� VERTICAL 41 SECTON y; " o ROUND SMOOTH j POLE BASE wre. 20AUGM18 5 U 05181 US 31 SOUIH CMPA 01X MI 497A toll PoL£apsE fXuwwri9 oenleaq asmam ....palm®. mn LIGHTING SHALL CONFORM TO FREDERICK COUNTYZONING ORDINANCE § 165-201.07 All outdoor lighting fixtures shall be designed, shielded, aimed, located and maintained to shield adjacent properties and to not produce glare onto adjacent properties or road rights -of -way. Parking lot fixtures and light fixtures on buildings shall be full -cutoff fixtures. Building -mounted or wall -pack lighting fixtures shall not be mounted more than 25 feet above the finished grade of the building. These fixtures shall be shielded (full -cutoff) so that the light source is not visible from adjacent properties or road rights -of -way. Non -cutoff wall -pack lighting fixtures shall not be permitted. 'L / xaax+Prtan nommLseea17um9oc mr 9nwy�ow,acs:.,.xyeocgw.. m C[pJmJNt!N9p XI.RIyI,NmJ IJiq�i.b lkx«[e Ib1CSM+1Wrn,v[wli[RmrtM:q[ao'ry nm[nlp..c,ux. SUM17FAFC150 FLAB + TKhnkWSpedr"tbve(w t1nue,0 '.'. Caufrealoe C.M aecer NW,hg; rammovon snumAmw,eaur. '. mi,w,ae,n: YnMnun,M+,InOpmlMry flnizN. T7nrR.M%'M^'.ILntMrgTmry(m,ln�amR,. j h^^'4 4[mJf.;ea TuingF auiAArcrmClyyl'u:iryttJo. Ema[Cee[,m+e<emdgNl Nh". XPll'\wAmY ' � �v ,u4µt:oa sidmLeknNwNx GemTttfmdegf � Pavmwnarel:4[ /m..a yaaa wn[y.aws:w,.a.mao�.w=[,i fwNdmry: M[YIIaMI Lpl Yn:.o'aVVAitldI NVIN, xwJeEVM.e,uts, romkn k:untn[ ¢Nyp alun AttCampiav EM :Nn,.bP:taho,J », InN'I.Wne wp p4 , ✓ a.Dv[-. w(e,.rw f H� I N.,wn &. met J.[,,tlhyn�a,e eaeu+aaelwJc pw'nmf<mxvannmrowm Dlmer,Uou FMI. :rw.d,L�L - Lh a1w�mTx,w„aw4 Craerin9Maeirt amuy sM wmp. f.— ,UM17FA FC 5A -rc.rdi.�me EOE.Lww axo.,mw :.�[[-0nxnuttn mlra"[: reea! nn+awr,.,a,nl[w(mun!ullw,omv/m<,e.To..mvgro9gmm (�m,dnmzon nal.�lm.mw(r9e1,r ,["[e Nm[.+p[:mrr;�omr.[vvif<awa,ey<.r,�,r,ima..n.N:nmy.. N. ,11E LIGHTING NOTES: 1, WALLPACKS WILL BE MOUNTED AT 12' ABOVE FINISHED FLOOR AROUND THE PERIMETER AS SHOWN. 2. FULL CUTOFF WALLPACKS ARE REQUIRED. 3, WALLPACKS PROPOSED HAVE MAXIMUM 9.1 fc, ANAVERAGE OF2,0 fc, AND A MINIMUM OF 0.60 fc. 20' 0' 20' GRAPHIC SCALE TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL, INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP, DUMPSTER SCREENING FENCE DETAIL N. T.S. ■ U k 01 O C o 0 a_+ k Lf) C: k o 0 U C I— O ,V 0) o C O U >1 m ^� N o N y O CID �?pzxo W UC'> W °DOO Cr Z Q Q y O~ C Z Y Z� ti 2� O ti J U, U;"Fz v�azmoo ti��z��z� Ln y N Z O V) W w 0 DATE: FEB. 15, 2024 SCALE: 111= 20- FILE NO. 0951 SHEET 6 OF 12 Site Data Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 32110 = 3 Impervious Area < 100,000 sf 1 per 2, 000 sf 61,40012000 = 31 Impervious Area > 100, 000 sf 1 per 5, 000 sf 015000 = 0 34 Green Area in Lot 5p/, of 35,200 = 1,760 sf 1 2,776 sf = 8% provided Trees Symbol Common Name Botanical Name Planting Size Mature Quantity Height or Caliper Height DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + 34 THRU BOL .S AT EACH SIDE OF POST 24" MAX. BETWEEN POST) iPRING REINFORCING TENSION WIRE THREE STRANDS OF BARBED WIRE NK FABRIC WITHIN 2" WED GRADE INSTALL DOUBLE -WALLED WINGED SLATS WITH 90% PRIVACYFACTOR MIN. SEE FREDERICK COUNTY ZONING ORDINANCE § 165-203.02(D)(11) NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN FREDERICK WATER EASEMENTS NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN 5' OF UTILITY LINES SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". Z) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92Ibs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 square feet (1000 ibs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall fescue, 10% Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 Ibs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 ibs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. - BRACE RAIL TRUSS ROD AT CORNER POSTS BRACE RAIL ,§165-601.02 Prune mdam/nant ieadsne— �� DO NOT prune terminal Open Space for B-3 leader or brmah Up. Prune rubbing or Area of Lot = 5,449 acres craw aoncne.,�— Prune narrow crotch Open Space Minimum 25% = 1.36 acres angles h rater apart Open Space Proposed 74% = 4.04 acres —Prune &raker, brandroa Remora toga and bbeh Prune sucker, Cut away all balling ropes 2'-3" mukh kept Remo" top of wire boaket way born nook Solt well to conta/n water eoaktia eatl "r • .. � Pa"ta/ly baNdlll. When .o smn water to settle holes /n wo%I boll, nNM backfifting Area for water Amara cmfeinr and M drbinage (Pi riri+g mob itor tl/s mold caabai w-.pbea, ar oa be Installed) nxvh burl* as P..ba M Leave solid boll pedestal — do not dig deeper ftn ball depth Dig hate 2-3 tlmes mot ball w/dth TREE PLANTING DETAIL (NOT TO SCALE) LANDSCAPING NOTES 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 1. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 3. The planter shall guarantee all plants for one year. 4. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 5. Plant substitutions will be allowed with the written approval of the Frederick County Planning Department. 6. All planting shall conform to with § 165-203. 01Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). Q �o } x } o � / Ln } w ti x W to m ti / QO _ujx \ OW y x zz w%i 1*1 [a- 5 ; *� 1 a IN �k \ y9f�U 4 2 0 0 \\�SFCGP P P P 01 o P �x.\FF�LOF F 9`` k Fp�l�CFO Of S� \ F�f�C x 55� 6 � I I ° OX0 0 Q Q' X 0 ` / OXO / X 4 2 I Q o � / q I • + i- a IV In° • d \ . —x -Lx —x —x x x --Z/ 20' 0' 20' GRAPHIC SCALE \ • CD O � o 0 UI b �t ■1 0 U 0 0 = C O0) M O i, O j tap 37 N >; ti N y bm CCID n C O _j 0O V 0 x Ln � bn �?ozxo �tn� tii z�tiztio�a C � 5"'V�ezaa� Z W Q F Z C Z 2 m O V z 0 U) W w Q 0 DATE: FEB. 15, 2024 SCALE: 1"= 20' FILE NO. 0951 SHEET 7 OF 12 EROSION & SEDIMENT CONTROL STANDARDS (9VAC25-840-40) 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 beat final grade but will remain dormant for longer than 7 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 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. 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. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 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. 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 areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled 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 shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 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. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. A// 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. 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. 12. When work in a live waterc ourse is erformed precautions shall be taken to minimize encroachment, performed, p 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 cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 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. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an appro ved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfi/ling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 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 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 washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-d/sturbing activities. 18.A11 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 program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary 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, 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: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; (b) All previously constructed man-made channels shall be analyzed by the use of a 10-year storm to verify that stormwater will not overtop its banks and by the use of two-yearstormto demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall. (1) Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; (2) Improve the pipe or pipe system to a condition where the 10-yearstorm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-yearstorm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a 10-year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic anal ses shall be based n h in y D the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfal/ of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel h. All on -site channels must be verified to be adequate. I. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. 1. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (I) detain the water quality volume and to release it over 48 hours; (lQ detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (/il) reduce the allowable peak flow rate resulting from the 1. 5, 2, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15.54 or 62. 1-44. 15:65 of the Act. m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15.52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities (/) are in accordance with provisions for time limits on applicability of approved design criteria in 9VAC25-870-47 or giandfathering in 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation, in which case the flow rate capacity and velocity requirements of § 61.1-44,15: 52 A of the Act shall apply, or (fi) are exempt pursuant to § 62.1-44.15:34 C 7 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. E & S CONTROL NARRATIVE Project Description This project is the construction of a warehouse and parking area. The site and pad building pad is predominately already at grade. Very little excavation is required to reach final grade and installing utilities. Existing Site Conditions The project area has some gravel pads and otherwise is a mowed field. Adjacent Parcels The adjacent parcels are a truck stop and industrial with a farm to the west. Off -site Areas All work shall take place within the site. Soils The soils types determined from the USDA's 'Soils Survey of Frederick County, VA"shows Frederick-Poplimento Silt Loams (#16B) in the pond area and Guernsey Silt Loams (#205) in the parking areas and building pad. These are Karst soils with clay. While no visible depressions or sinkholes were found, this is a feature to be aware of during construction. Critical Areas There are not any critical areas. Erosion Control Measures • Install construction entrance • Install silt fence • Install outlet protection • Seed and mulch areas 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 -construction conference, one week prior to the commencement of land disturbingactivity, and one week prior to the final inspection. Y, P P 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 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 an additional erosion control measures necessary to prevent erosion P Y ry 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. Frederick County Note: The Public Works and Engineering Department 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. 635 f•#li 625 620 36" OF RIP -RAP 12" -18" DIA W O W � W y a h W C W � � o � O N � � N - ti O 2 N N 0+00 0+50 1+00 POND PROFILE 635 630 625 620 SYMBOL E & S DEVICE QUANTITY CE CONSTRUCTION ENTRANCE 1 each / LCG LIMITS OF CLEARING &GRADING 1.86 ac PS PERMANENT SEEDING f0.9 ac ST SEDIMENT TRAP 1 each OP OUTLET PROTECTION 2 each SF WIRE SUPPORTED SILT FENCE 400' I CODE I SOIL NAME HYDROLOGIC I l GROUP 168 I FREDERICK-POPLIMENTO SILT LOAMS B GUERNSEY SILT LOAMS I C I \` STORMWATER QUANTITY ANALYSIS Project Description This site is located on the east side of Route 825 in Whitehall Business Park. The project will develop a 9,360 sf warehouse with parking. Existing Drainage Area This project area lies abo ve the 100-yr FEMA flood line and will disturb 1.86 acres. The existing area is compacted gravel with grass and scrub brush growing over it. While the project area drains to the north and south, it combines prior to leaving the property. The retention pond will be built on the north side to capture the majority of the runoff and the southern will flow freely. The existing impervious area is 0.10 acres and a CN=98 is used. For the turf, a CN of 74 is used. The hydrologic sail is group B&C. The time of concentration used is 5 minutes. 1-year event = 2.24 cfs, (4,694 cu. ft.) 2-year event = 3.44 cis, (6,994 cu. ft.) 10-year event = 7.10 cis (14,271 cu. ft.) Site Post -Development Drainage The project site after development will have 1.41 acres impervious and 0.70 acres of managed turf. The time of concentration remains 5 minutes. 1-year event = 5,42 A (11,145 cu. ft.) 2-year event = 7.00 L'fS, (14,542 cu. ft.) 10-year event = 11.30 cis, (24,115 cu. ft.) Stormwater Management The site will contain a stormwater management pond on the north side that captures the majority of the flow. Routing the post -developed conditions yields the following: 1-year event = 1.91 cis, (3,894 cu. ft.) 2-year event = 2.48 cis, (5,125 cu. ft.) 10-year event = 4.07 cis, (13,238 cu. ft.) ENERGY BALANCE EQUATION Enemy Balance Equation - (1-year storm) (IF 0,8 since area is over 1 acre) (Q-post) < Q-pre x (RV-pre/RV-post) x IF 1.909 < 2.244 x (4,694/3,894) x 0.8 1.909 < 2.164 requirements are met. ADEQUATE CHANNEL OUTFALL The 2-year flow rate is 70 % less than pre -developed conditions. The 10-yr flow rate is 78% less than pre -developed conditions. The energy equation shows there a sharp decrease. The current side ditch along Brooke Road has not and does not flood or have erosion problems. Therefore, the stormwater measures proposed with this development will not cause erosion and the existing ditch is still be adequate. STORMWATER QUALITYANALYSIS Design Decision The decision was made to treat the site as a ReDevelopment"since it had been cleared in the past and compacted gravel and a portion of the state road flowed over it. The project utilized the Virginia Runoff Reduction Method ReDevelopment Worksheet - v2, 8 - June 2014. The BMP's utilized are Infiltration and Open Space conservation area. Pre-ReDevelopment Conditions The area is within the hydrologic soils groups B and C. 0.12 acres are impervious 1.39 acres are turf and brush with poor vegetative coverage Post-ReDevelopment Conditions 1.39 acres are impervious 0.72 acres are managed turf Phosphorous Load Reduction required is 2.36lbs/yr The proposed BMP's will receive portions of the site and provide a removal 2.66 lbs/yr meeting the requirements. SOILS MAP - 111=200' INFILTRATION MAINTENANCE 9.1. Maintenance Aareements Section 4 VAC 50-60-124 of the P regulations specifies the circumstances under which a maintenance 9 agreement must be executed between the owner and the local program. This section sets forth inspection requirements, compliance procedures if maintenance is neglected, notification of the local program upon transfer of ownership, and right -of -entry, for local program personnel. When micro -scale or small-scale infiltration practices are installed on private residential lots, homeowners will need to (1) be educated about their routine maintenance needs, (2) understand the long-term maintenance plan, and (3) be subject to a deed restriction, drainage easement or other mechanism enforceable by the qualifying local program to ensure that infiltrating areas are not converted or disturbed. The mechanism should, if possible, grant authority for local agencies to access the property for inspection or corrective action. In addition, the GPS coordinates should be logged for all Infiltration practices, upon facility acceptance, and submitted for entry into the local BMP maintenance tracking database. 9.2. First Year Maintenance Operations Annual site Inspections are critical to the ertormance and longevity of Infiltrationpractices, P P 9 Y particularly for small-scale and conventional infiltration practices. Maintenance of infiltration practices is driven by annual inspections that evaluate the condition and performance of the practices, including the following: • The drawdown rate should be measured at the observation well for three days following a storm event /n excess of 1/2Inch in depth. If standing water is still observed in the well after three days, this is a clear sign that that clogging is a problem. • Check inlets, pre-treatment cells, and any flow diversion structures for sediment buildup and structural damage. Note if anysediment needs to be removed. • Inspect the condition of the observation well and make sure it is still capped. • Check that no vegetation forms an overhead canopy that may drop leaflitter, fruits and other vegetative materials that could clog the lnf/tration device. • Evaluate the vegetative quality of the adjacent grass buffer and perform spot -reseeding if the cover density is less than 90%. • Generally inspect the upland CDA for any controllable sources of sediment or erosion. • Look for weedy growth on the stone surface that might indicate sediment deposition or dogging. • Inspect maintenance access to ensure it is free of woody vegetation, and check to see whether valves, manholes and/or locks can be opened and operated. • Inspect internal and external infiltration side slopes for evidence of sparse vegetative cover, erosion or slumping, and make necessary repairs immediately. Based on inspection results, specific maintenance tasks will be triggered. Example maintenance inspection checklists for Infiltration practices can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the CWP website at: http://wwwcwp.org/Resource Library/Controlling Runoff and Discharges/sm.htm (scroll to Tool& Plan Review, BMP Construction, and Maintenance Checklists) 9.3. Inspections and Onooino Maintenance Tasks Effective long-term operation of infiltration practices requires a dedicated and routine maintenance inspection schedule with clear guidelines and schedules, as shown In Table 8.9 below. Where possible, facility maintenance should be integrated into routine landscaping maintenance tasks. Table 8.9. Typical Maintenance Activities forin0ltratlon Practices Maintenance Activity Schedule As -Needed • Replace pea grave//topsoil and top surface filter fabric (when clogged). • Mow vegetated filter strips as necessary and remove the clippings. As needed uarterl • Ensure that the contributing drainage area, inlets, and facility surface are clear • of debris. • Insure that the contributing drainage area is stabilized. • Remove sediment and oWgrease from pre-treatment devices, as well as from • overflow structures. Repair undercut and eroded areas at inflow and outflow structures. Semi -Annual( V • k observation wells 3 da s after a storm event in excess of 1 2 inch In depth. Standing Chety / p g water observed in the well after three days is a clear indication of clogging. • inspect pre-treatment devices and diversion structures for sediment build-up and structural damage. • Remove trees that start to grow in the vicinity of the infiltration facility. Annually • Clean out accumulated sediments from the pre-treatment cell. CONSERVATION AREA NOTES (SPEC No, 2) CONSERVATION AREA 5.1 • No major disturbance may occur within the conserved open space during or after construction (i.e., no clearing or grading is allowed except temporary disturbances associated with incidental utility construction, restoration operations, or management of nuisance vegetation). The Conserved Open Space area shall not be stripped of topsoil. Some light grading may be needed at the boundary using tracked vehicles to prevent compaction. The limits of disturbance should be clearly shown on all construction drawings and protected by acceptable signage and erosion control measures. • A long term vegetation management plan must be prepared to maintain the Conserved Open Space in a natural vegetative condition. Generally, Conserved Open Space management plans do not encourage or even allow any active management, However, a specific plan should be developed to manage the unintended consequences of passive recreation, control invasive species, provide for tree and understory maintenance, etc. • The Conserved Open Space must be protected by a perpetual easement or deed restriction that assigns the responsible party to ensure that no future development, disturbance, or clearing may occur within the area. CONSERVATION AREA 8.1 • Construction of the gravel diaphragm or engineered level spreader shall not commence until the contributing drainage area has been stabilized and perimeter E&S controls have been removed and cleaned out. • The Conserved Open Space must be fully protected during the construction stage of development and kept outside the limits of disturbance on the Erosion and Sediment (E&S) Control Plan. • No clearing, grading or heavy equipment access is allowed except temporary disturbances associated with incidental utility construction, restoration operations or management of nuisance vegetation. • The perimeter of the Conserved Open Space shall be protected by super silt fence, chain link ence, orange safety fence, or other measures to prevent sediment discharge. • The limits of disturbance should be clearly shown on all construction drawings and identified and protected in the field by acceptable signage, silt fence, snow fence or other protective barrier. • Construction of the gravel diaphragm or engineered level spreader shall not commence until the contributing drainage area has been stabilized and Perimeter E&S controls have been removed and cleaned out. UJ_Q 0 (3m LQ � o 0 C o t^ O o 0 = C O� � M C %- o N 0 O tap N ate@, � v o ca v0 fti( I'm-'� 06N o c. x Ln � 2 p'n W C3 2Q�Z- LU Cr o o �xaLCLJ z��z�'o�� Wy¢ 2 azc�` Ln 2L Ly g Cc U Z W p 0 ti W Z U m Z oLc�xz U D O O� O z O Ln of of F 0 DATE: FEB. 15, 2024 SCALE: 1"= 50' FILE NO. 0951 SHEET 8 OF 12 CONSTRUCTION OF A SILT FENC, STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) 1. SET POSTS AHD EXGVATE A 4'X4' 2 SMPIE wt E FENCWD TO TIE PO515. TAIxCN uPsovE Aaa LIE urE ro NM PAVEIQR PAVENDD M POSTS. A SIDE ELEVATION /r7 �'w�r.ni. .i rwr v.r ,nr�IIIIIIIIIr�r.r i� .rj - - .,; mrrr� \Ai PLAN VIEW -- SECTION RE SECTION B-B CULVERT INLET SEDIMENT TRAP awls x t5v vAv 9= PERSPECTIVE VIEW I •, I IA IF I pit Sw Ire we sm .may. CUB x R VDDf A (I337. OR 15 WW6E AYJiEUIE AT NWEi A ELEVATION :AROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 SOU PIPE OUTLET CONDITIONS 3I (ear.) a ATTA TE RLLER FAIL= TO TIE WIRE EEEKE AID E D IT INTO THE iRENw. 4. SACXEXL AND COMPA TE EXGAVATED SOA- EX1U610N OF FA AND MIRE N10 IIIEAM T5]A`IL FlLEDi FABRIC ..tM far Seclimed (bSL,pl P= 315-1 TEMPORARY SEDIMENT TRAP ,• VARaBI£ 57 w. vD./ACRE N vASeae N 626' e7 w. ro./,VIE .• MA'L 625' FILTER CLO,N °DNS �. •SEE PULE a1J-i w.nE AoaECAIE� CIASSI RPPM CROSS SECTION OF OUTLET a x Rww FF£0 �w�'X"�DM'SU�OE NEA EXGVAIm � FILIE71 FADIN � � 1 -COARSE AGGREGATE SNALL BE VDOT j3, /357 OR /5 E: VA. DSWC OUTLET (PERSPECTIVE VIEW) PIPE OUTLET TO WELL DE UM CHANNEL. PLAN VIEW 1 Le o% La d SECTION A -A T ►➢.TXR Cfd1R EXY 0 5'-i'; IDSOIOmiOm FOR OT'� P®TIRO@ NOTES: 1. APRON IEONG MAY RE RIPIW. GROUTED WRAP. DAMON RASICET• OR CONCRETE. 2. ]a 0 THE LENGTH OF THE WRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 318-A. 3. d - 1.5 TOM THE MAXIMUM STONE DIAMET1 R BUT NOT IDS THAN • INCHES. Souxne: Va. DSWC Plate 3.18-1 SEEDING SCHEDULE (PER SECTION 3e32 OF VESH) 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) fertilize with 10-10-10 at a rate of 23 Ibs per 1000 square feet (1000 Ibs per acre). 4.) Seed mix will consist of75% Kentucky 31 Tall fescue, 10% Annual Rye, 10% foxtail Millet, and 5% Red Clover at 200 Ibs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 'r ----- — — j 625 -�----------- _ (� ---- _" �- — — � b 4 B�XCUL ERTS ( INV=616.61'526 7 W I/ / I I .578D0346"E-539,38'KI'111`11� AEC15'BRL \ 1 E ---- E ---EEE'E/ UGf -� , UGT � UOi �E --- E �- E _.- E — � t— E — E E --- E — E — E E ( I I - -ucr -- % "x. 12" WATER MAIN DUCTILE IRON r M dI/ l/ j( ( r III ®� �' a r hOP 61`-`®--_ w I -•.-..--.-. �i \� /' JJI u� f ply- s-�-N?o66 I 11'\a ° ar �'�� —' `° I \ ._- a -- • -$ �' s_-R-�4. / '' . • -\ � l � � u ..� �--�-_�Y, _ _--' � ____ -- — ____---_--- �' , ----_. _ - _ � ------_.. -- - �` � � D�„� atN / � -`""- w ''^^�® � � / 1 j � j Y 1 I •SS HZ5�66 Js— / t•�639 _ _ !, �/( Jj 1' j �j 1 �i lI I\ ( rt (f(� r! ZZ 628 ■ Ol O C p O V) C U o 0 C OC Cn � C o O � ate@/ N U) v i o a M C C� �N, J , \ \ \ / ,.�� ~ 1 ST N \ \ \ / PROPOSED CONSERVATION AREA IN FLOODPLAIN BOUNDED BY C AINLINK SECUR7 FENCE AND INTERSTATE RIGHT Of WA t fENCE N CONTRACTWITHA LANDSCAPING COMPANY TO / OP REMOVE A YINVASIVE SPECIES AND MAINTAIN THE 1 ,� t + ( w o Q U, ( ! —� \ AREA r l + + IMOWNG/ISNOTALLOWED. \ \ MANAGER OF WAREHOUSE SH, LL BE RESPONSIBLE FOR g $ �' ( / (: j j 5 n ¢ Z y z y THE M41NTENANi AND UPKEEP of THIS AREA. �' ' W f I t t ( t ( t W Q w ¢ F o • UPON FINAL GRADING AND PR R TO TERMINATION OF m j J I ( z W o LCG VSMP iERMIT, THIS AREA SHALL BE DELINEATED ON A H _ „ 3 rn I r ' + ( W W m Q I \ o + �t ( I �oazi�o� RECORDED PLATASACONSERVA)IONAREA NOTTO `� o })) 6, W \ E DISTURBED. \ \ 111 4° I + ( 1 / i/ ( ( t 0 0 0 U) N t �o If ( 30 I I�4+zU� a M / f I'l I V� +y I I r1 i+ f t ( +`O�z J a t r/ �, -"' �t11 I JAI�p" I l/ ( t g w �5 cG {V( �5 1 1 f t f ry I // / r 626 fff�' 14� IN 626^ V (� I (� r tJ j (t/ ILCG 1 � l 4� SF � ,,. • . -... _ _ / \ / t � p t � + j I r + 15' BRL O 630 N 78e03' 3" W"- 47�.51' It If OUTLET PROTECTION CULVERT DIAL Q -10-YR Velocity WIDTH A LENGTH WIDTH B STONE OP-1 81, 0,8 cfs 0.12 ft/s 3' 12' 6' 811 OP-2 8" 0.8 cfs 10.12ftIs 3' SEDIMENT TRAP TRAP No. DRAINAGE AREA OUTLET LENGTH OUTLET Ho OUTLET H OUTLET W WET VOLUME PROVIDED VOLUME DRY VOLUME PROVIDED VOLUME BOTTOM ELEV, OUTLET ELEV. TOP BERM 1 1.3 8' 2.5' 1 L 5' 2.5' 87 c 115 c 87 cy 131 cy 625' 626' 628 Compact the bottom of the traps to 95%. 30' 0' 30' GRAPHIC SCALE DATE: FEB. 15, 2024 SCALE: 1"= 30' FILE NO. 0951 SHEET 9 OF 12 F-80 120 100 0 0 a ED 80 _U x eo z a 40 Fr > a 20 PHI APPROACH TOTAL" VEHICLES PER HOUR � 0 u-I ZBJ S,oP Sip RRI-1) STOP .signs we imended for use whore traffic is required to slop. The STOP cgn sha be an octagon wash while measure and border on a red backpound. The sundard AM: shall he 30 Se 30 inches. Where greater apPlanis or visibilityis'PhirM, a 1.91, size is Nnowmended. (MIDmull.,., mop imerertl0e •sr 'v-.: olonlemeatan plaza I should be woum<d iusl bd.w acn BTOP sign. 11Inc number of approech kgDues so e ivmrsmal uon is Three err mare, IM1e numer..,he •uPPlementars Plam Mahl .,T,,,md W the actual numher of RI w 0e kgend ALL -WAY T I-4) IOU' be Glen The supplememw)Time shall hive whim levers on a red barkgroun_ and shall hev<e s(anderd,im Of 12 a 6 inches (RI-3) or 18 u 6 inches (RI=! A STOP sign beacon or beacons may be ovC .r. or,ritUion with a STOP "In T• descdbM ;n smti0n 4EA. Secondary mesupen shall not be used on STOP no been. ROADSIDE SIGN RURAL DISTRICT _-� _II_= ESTIMATED THAT 99% OF TRAFFIC WILL BECOMING TO/FROM ROUTE 669 EST PH RIGHT TURNS - (IN) = 0, (OUT) = 32; EST PHV LEFT TURNS (IN) = 32, (OUT) =0 LEFT TURN ANALYSIS o PHV = AADT x ll % ? OPPOSING VOLUME RT 825 PH = 400 x 11 % =44 RT 825 - PHV LEFT TURNS = 0 LEFT TURN LANES SHALL BE CONSIDERED WITH LEFT TURN PHV IS >100 U RIGHT TURN ANALYSIS PHV = AADT x 11 % RT 825 PHV = 2500 x 11 % = 286 L CODE ITE USE AREA 150 WAREHOUSE 9,360sf IN OUT TOTAL 39 27 66 2" OF SM-9.5A 3" OF BM-15, 0 8" OF 21-B COMPACTED TO 98 % DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 100% DENSITY lJu/J171:� IN OUT TOTAL 5 53 58 ENTRANCE PAVEMENT SECTION PAVEMENT DESIGN SHOWN IS PRELIMINARY, FINAL PAVEMENT DESIGN WILL BE BASED ON ACTUAL DIELD CBR TEST AND EXISTING CORE DATA SUBMITTED FOR REVIEW AND APPROVED BY VD0T PRIOR TO CONSTRUCTION. ADT 385 MINOR CROSSP,C--- R1-1 Temporary Traffic Control Plan Gary R. Oates - Verification No. 020917037 Entrance Plan General Notes: 1. This project is classified as a TMP Type "A" project. Traffic on the project is low -volume. The traffic volume for the Rte 825 is 2600 vehicles per day (2021 AADT_034); however, at least 85% of this is truck traffic exiting Flying J. There is less than 400 VPD utilizing the road at this site driving back to the Caterpillar dealership, with an unposted speed limit of 55 mph. 2. The project is located 0.33 miles south of the intersection with Route 669 (Rest Church Road) in the Whitehall Business Park in Frederick County. 3. The work consists of installing a new moderate volume commercial entrance. 4. The work zone will be approximately 208 feet in length for the entrance and turn lanes. 5. The work zone will consist of shoulder closure on the east, following the Virginia Work Area Protection Manual (VWAPM) and the MUTCD. 6. The work zone will be in operation Monday through Friday, during day light hours with lane closure only being allowed between 9:00am to 3:00pm. Lane closures will not be allowed from noon the work day before a holiday to noon the work day after the holiday as specified in the Road and Bridge Specifications or as approved by the engineer. 7. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone. 8. The shoulder closure will follow TTC-4.1 of the VWAPM. The lane closure will follow TTC-23.1 of the VWAPM. Signing project limits will follow TTC-53 of the VWAPM. 9. The contractor shall submit a detailed traffic control plan to VDOT for review 14 days prior to any construction on VDOT Right -of -Way. 10. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times. 11. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 30' beyond the edge of the existing pavement. 12. Entrances, Intersections, and Pedestrian Access: The roads must remain open to traffic at all times during construction. A 10' shared use path adjacent to the work zone must remain open during construction. 13. The Contractor is responsible for designating a person assigned to the project who will have the primary responsibility, with sufficient authority, for implementing the TMP. 14. Contractor personnel assigned to the project must be trained in traffic control to a level commensurate with their responsibilities in accordance with VDOT's work zone traffic control training guidelines. 15. At a minimum, the Contractor shall perform daily reviews of the work zone to ensure compliance with contract documents and established specifications and standards. Typical Sections. - See Entrance design Plans Details - See Entrance Design Plans Schematic layout of work zone - See Entrance Design Plans Public Communications Plan a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled general work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will provide project information to the Staunton District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following weeks work. Changes in the work plans shall be made immediately known to VDOT. b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of specific work requiring lane shifts, lane closures and/or phase changes a minimum of two (2) working days prior to implementing that specific activity. Activities requiring height, width, and weight restrictions require notification ten (10) working days prior to the specific activity. c. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. Transportation Operations Plan - Not required. The work zone is less than 1/2 mile in length. Sectionn 2B.04 STOP ( Sign RI-1 Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 211-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. if appropriate, a supplemental plaque (R1-3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an intersections three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are controlled by STOP signs (see Section 211.07), a supplemental plaque (RI-3 or R14) shall be mounted below each STOP sign. Option:The ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (RI-3) supplemental plaque. Support:The design and application of Stop Beacons are described in Section 4K.05. All STOP signs must be 301 in the Edinburg residency. Section 2111.06 STOP Sign Placement Standard: The STOP sign shall be installed n the right - g o e g side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign sball be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. Section 3B.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 311-14) shall consist of a row of solid white Isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Stoptines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RI-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 Tom 12 to 24 in wide and a height equal to 1.5 times the base. The space between 1 e the triangles should be 75 to 300 n1nT 3 to 12 in . P g Y( ) g 9 P g ( ) Option: Yield lines may be used to indicate the in in -p_ y point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or a Yield Here to Pedestrians (RI-5 or RI-Sa) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 in (4 it) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 313.24 and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 m (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 in (40 ft) in advance of the nearest signal indication (sec Section 4D.15)- Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. W 3 2 J 3 �oiN W V'S1 hp Ei� 2Wor NCO o� I �mNR �?� U C J I CC Lw2 «Q NON^ W W?� og 29- CG-11 ENTRANCE L 51 1 f 12' @ 29 14'@29 25' @ 27o CL Entrance Profile - Route 825 2 �I LLl h ct� I-_ ^ L W J �I(0,4 U mQ. W ti (OF U�Lxi (�n((nn N(TDD� U W �2% 29- IA-t EW-12 H57 AGGREGATE.48 AGGREGATE OR CRUSHED CLASS MEETING F8 GRADATION REWIREHENTS. V_ 057 PGGREOATE, 08 AGGREGATE i OR CRUSHED GL S MEETNC % SSET�C #8 GRADATION REOWtELENTS. STABIJMATE VARIABLE - B" PPE IL EDGE OF PAVED SHOULDER,- ",I V PIPE PAVED SHOULDER SECTION CURB AND GUTTER SECTION PAVnIEM SWBASE MATEPoµ ' -TRENCH WITH M.QiECATE UP TO EIU'OELBOW, ^ PPE S PRATFD 45- y--n ELBOW •_ . _ .." •. ELBOW CO ACCRECATE��L<+<I/ RS) RUSHED GLASS NO OR CRUSTED GLASS NB aEOJNE'LENis. L11; DEWT IS FOR 0 WRN 45' -""'...... -E� -/JIfF�.''B'FF CMDATB)N REME I,_ �. ELBOW ELBOW bT� )(SELECT MATERIAL OR a HPE J1t STABILIZED SUBGRADE MATEPoµ F SPECIFIED EW-,g WITHOUT PAVED SHOULDER PLAN VIEW OF OUTLET PIPE AT FILL NOTES LONGITUDINAL- PERFORATED PIPE L WHENTHHEOFRTm UDITMµAL PIPE DIRECTLY INTO A MANAGE STRUCTURE (DROP INLET. IMMANDI-E, ECT,I, �W+o ECONECTS HOT 2. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MNIMIIN OF V-D" ABOVE DIVERT ELEVATION OF RECEIVING MANAGE MACH OR STRUCTURE. 3. ONTN ,PP�E.B, ETC.) WITHIN PAY LIARS FOR OUTLET PIPE ARE TO BE OF THE SANE MMMG SATRE AST"STE(aWE 4. OUTLET PIPE ARE To BE DISTN.IED ON 2 X MN. RJX DESIRABLE) GRADE. NON OUTLET PIPE 5. THE NORMµ DEPTH OF UN)ERDRAN S TO BE 4'-0" BELOW THE NEAR EOBE OF PAVEMENT AS $HOWN. THE -PERFORATED LONGRIAIgVµ GRADE OF THE UWFADRAIH SHNL FOLLOW THAT OF THE ROADWAY WTN a WNMUN GRACE OF 0.2 X 8. WHERE THE BOTTOM OF SELECT MATERIAL. IS GREATER TURN 4'-G" BELOW THE PAVEMENT THE BOTTOM OF THE UNDERDRMN TO BE COINCIDENT S WITH THE BOTTOM OF SELECT WTERAL NID THE TREdCH BEPTH AYD BACIffILL WAI6HTY INCREASED AGCORONCLY. ]. WHEN USED WITH STABLILI OPENGRAOED DRAINAGE LAYRR. THE BOTTOM OF THE CURB AND GUTTER SHALL VAR I BE BE CONSTRUCTED PARALLEL TO THE SLOPE OF SISBf COURSES QUIT TO THE DEPTH OF THE PAVEMENT. 8. OUTLET FINE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. 3C WALL RICHNESS MN) - INCHES 9. VOENOTES WATER TABLE. XXXTESTED ACCORDING TO ASTM D-202 AT 5% DEFLECTION. 10, OUTLET PIPE CONFIWRATWN TO PROVIDE FOR PASSAGE OF INSPECTION CAMERA WIN 2%' I. D. HEAD, SPECIFICATION REFERENCE STANDARD GROUNDWATER UNDERDRAIN ROAD PAD BRIv�S STANDARDS 2W We VIRGIIIA DEPARTMENT OF TRANSPORTATION REVISION DATE SFEET i OF 1 701 TYPE OF PIPE CRUSHNG STRENGTH W.T. 6" NOMPUL DIAMETER SMOOTH WALL PVC .153 CORRWATm PE MSHiO Y-252 TYPE OF PIPE CR)SHNG BTRENGTH W.T. B" NOONµ DIAMETER SMOOTH WALL PVC .153 D vsl 3(3<x NOTES: I. TNS HER MAY EFE PRECLI OR CAST IN PLACE. 2. LpJr(&FE TO BE CLASS Al F CAST IN RACE. GAUD PV F PRECAST. 3. UGHNNATION CURB 6 CUTTER HAVING A RADIUS OF SM FEET ON LESS (ALONG FACE OF CURM Sat ME PAID FOR AS RADIAL COA9NA CHN CURET L ON A Toobl a4FH ST,WLIG11 IX+[x-OrO LGAIr"£ uAGE FA THE wr"gC ME cuaa AM GO TER 5}Ay� BE CONSTRICTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND r0 TE DEPTH LT IIE PAVEMENT, 5. THIS CURB MAY BE USED WHEN SPEED E 40 MPH OR LESS 6" 2" R DESIGN ON RURµ HIGHWAYS AND 45 Man OR tf55 N DEVELOPED U.ffiNN is SUBURBAN AREAS. IF THESE DESIGN SPEEDS NEE EXCEEDED STANDARD CO-7 IS T2WIT£D. D P P P e P T THE AREA M✓,Y BE CONCRETE AT THE OPTION OF THE CONTRACTOR ps COMBINATION 6" CURB & GUTTER W2 VRGINA DEPARTMENT OF TRMSPQRTATON Page 611.14 ,\yd 2rAS Tnr cal Traffic Contra) SNrtiana rruiva mt a.SLau7dn ( OW (FlRure TTC'4.1) Standard NIYI Fv 1. Far lung beat NaOnnsry work (more U 3 d ,) no dldd d n'ghwayN having medims Wider ,be. r H avembl' laAh 'Itl f The tl 'ny shall w eg 1 d., tQW. (ROAD WORK AHE ]) (W20 ), RIGHT SHOLZDER CIASEB AHEAD oV21 SDP), WGRT sucat I Birk eT,(CSEp(A}2I-jqR)) even though only ant shoulder is LeluR <IoseJ For opernmvus less Ones days [it duration, sign sea bll s evil] GOV be rcqalrcd on the side since The shoulder B being ISSOL =iter t lJ 314AN iR4W56 \ I sign Alan be vtlded lolbe[sltle a6�_ h W ._ UCFF s}K) R Guidance -. S/r Y ID) ho ld b I300 1 OU f G Il JI l rhways Par 45 u Th,r rwdwoSS IIu hire sy oe h lib f,i r5 l !F po and s8 mdlmtlr is ........hem 45 mph, and JSU'So0'wMrc !ha wradr eedhmins.5n hot lass. ➢ 0 P 3 Fee SHOULVER Wt)Wz 1nerenclln . dw.0 be GWQand where 've. iroundra I x wI1 I snothe,na•s' aishe of 'snaivi 4. a n eon ne o all signs c plimnlited if a vehicle T aY owd Smndwd S. V hl ha I saming slgnms ,hall not be usM Inne,d of 1h, vehicles high Intensity amber rnmting, OaOdS& nrT nadllating llghtA. Vehicle hazard warning,MgmJX can No u,ed to supplement hr h imen.M amber rH main. na,hin , ;rl wilbling H VhX. 8 Y b. g t... b. 6 6. Ta er ten UI and channellzln devkes aNn shell Ea at the f011➢w1n P 8 (L) 8 P 8 8 TaPor Lengmal Stand! Limit HHh) Lane WsddpPF S 1 10 1 11 12 25 65 105 is 125 3O '55 150 '55 '80 05 HIS 205 US 245 4D 2a0 No 20 U0 as erns 450 ME b4D 50 450 500 550 600 55 495 SSD 605 660 60 SAD SO 66D RO 65 685 65U 715 "a TO OV 70D ITS 6ao Kr mum saws, bngIm k, U.AW AwwI n m,.a211 m two NIO B.... tler (]psr- y, L M nmum ChannellsIng Device Boeing LOcaD00 9 tad Limit (mph) 0-M 36F Tlsparon Spacing 217 40 T,.V.Way SPacinD 40' BO Cnnsnucfion Acceea' 1 80' 120 ' Soong may be Increased to HIE dermG77 bmAh,ll n.tw.wc.HE mV.. mile. On NNWsWaS W1m Pen sn.0 OeR movin g sh 11 fr Usfineel 0 VI eM1athe Shoulder auslder in anoll Ile used ni to more me sn.mdeT In etivence or the .,Mg better to direct vehkmar imRc [o remmn wMln the traveletl WRY. 7. The buffer span LogIr shell Hassh...inT'abIc4R3..Paee6H-S for th, posted speed limit S. A trackmountedattenuamr, CMIA) M,a11 be, ..it no the ahad.w vehicle OU Limped Aecen I lghnays aad multi -lane rundwayr wiUt noted X nd limit .... I to.r,teak, Than 45 mph fur aq:radum with a du,ith. pmkr than 60 mioalex I. When a side road Intersects hie hlghwey Within the temporary finfre control vane, addill.nal aaMF... firel hefrea,nau he plated orr needed. n R,rwsn,-u2/zufs THE Be,. OE TI£ CURB .0 LATTER IWT HE CONUTSTm PARALLEL TO THE SLOPE OF SUEDASE SQUAWS PROVIDED A MNWIM DEPTH OF ]" 15 NANTPIIEO. JO, 12' ® 2% 12' @ 29 12' @ 27. �I -12" OF 21 B 2'-6 "(CG-6) Route 825 - Zachary Ann Lane Turn Lane Profile PAVEMENT DESIGN IS BASED DNA CBR VALUE OF 6 WHICH IS TYPICAL FOR FREDERICK COUNTY. THE VDOT FIELD INSPECTOR MAY REQUIRE THE "FLEXIBLE PAVEMENT DESIGN WORKSHEET' PER THE r7000 PAVEMENT DESIGN GUIDEH BASED ON OBSERVED FIELD CONDITIONS. IF SO, THEN THE FINAL PAVEMENT DESIGN IS TO BE SUBMITTED BASED ON ACTUAL CBR VALUES OBTAINED USING VA TEST METHOD 8. CONTRACTOR WILL NOT INSTALL PAVEMENT OR CURBING WITHOUT INSPECTI N AND APPROVAL OF VDOT FIELD INSPECTOR. A L L SLUT DETAIL 41rTMEpIOV OR EASY IC PLAN 4.1 A , •, YN.STEEL ALLLBAM1W OR STEEL Loa NCN Lwl. WIVETS OR BOLTS At-= KATE COMB ATIOLE WIN POST THEE TO BE CAST NIB ENDWµL. MATERIAL T BE OHOE FLASH WIN OUTER TM F OF A FLUSH POSITIVEWIN WIER SURF FOR U-TYPE ROLLED FE f4" OR 6"1.RAIL STEEL PoSTAT33LESIFT. OR NLOY6053-T6 oALU 0nLBS.]PT.Tr 1•G" UNDERDRAIN OUTLET _/� MARKER DETAIL SECTION A -A NOTES: 1. TYPICAL ENOVIALL TO BE PLACED AT THE ENDS OF ALL UNCERDRNN OUTLETS.SARRNC LOCATIONS WERE UNCERDR,W IS T£0 NTO OTHER DRAINAGE STRUCTURES. ENOI TO BE INSTALLED PEPPENOCI M TO ROADWAY ANO FLUSH WITH THE SLOPE. PPE l"L SLOPE - - N'S' f1A55 U CONCRETE CLfAC YNiDs 2. OUTLET PIPES SHALL BE RG(D NONPERFORATEO.SMWTH-BORE PIPE,MEETNG THE REOLWEIENTS OF TO PSI TESTED ACWRONG TO ASTM 2412. J. EXPAYOEO STEEL MESH (FLATTENED) SHALL HAVE CPENNGS OF /PPAGQX.f r" X y' also MESON APPROX. 0.82 in. PER SO. FT. 1ESH SHN4 BE GALVANUD IN ACCORDANCE 01 ASTHA A-V3. THE MESH SHALL E%TENI A MPiA1M OF P ABOVE THE OLD. OF THE PIPE, MO 5 A BAAEER FOR RODENTS, ETC. THE SLOT FOR THE STEEL MESA 5 TO BE CONSTRICTED SO THAT THE MESH CAN BE REMOVED FOR CLEMCUT PlWPO5E5. L H 4" 2•I 2'-3' 2-2 i' O.t] t" 4d P-5'• T- P 0.28 I D.21 1 0.35 5. STEEL POSTS AND PLATES TO BE PANTED OR CALVAIZED N ACCORDANCE WITH THE ROAD AND BRIDGE SPECFICAT INS. F NO. 11 WHITE PAINT. PAINTED THIS FINAL SEAT SHALL 8E N0. iJ µIIAB'gl)A PANT OR 6. MARRER r0 BE PLACED AT A.I. EW-12 LNOERORNN DISTILLATIONS, ]. MARNER WILL BE PAID FOR N ACCORDANCE WON SECTION 501 OF THE ROAD AND BRDGE SPECIFICATIONS. XVOOT SPA CRENTCIEW ROAD AND FRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN 405 302 EEI I OF I REVRS'OM DATE 233 b1,32 4A04 MRCHA DEPARTMENT OF TRANSPORTATION Sol CC-" VI A "STREET APPROACH SAME SURFACING NRIQUS TO BE AS I p GENERAL NOTES SHOWN DH PLANS) v1 AS MAI ROADWAY (SEE NOTE 3) (RApUS i0 BE AS L WHEN USED N CONJUNCTION WITH STANDARD CO-3 OR CG-] TE CURB FAZE at 1. STMf . is To 81 SHOWN ON PLANE, BEADJU I. TO I. I. W(Mr/8LE CURS f CC2 ION CF-8 L CONFHi(MTIDN. 1 2. SEE STANDARD CC-12 FOR CURB BA'DESIGH TO DE SIDE.ALE USED WITH IRS STANDARD. iMEMALIWE NOTE 5) OPTIONAL UNPAVED WAGE to FLOW LINE3. R/WMARLI PASUPT sHYSURVIVu BE CONSTRABILI TO O THE MCAN - E,OERT MFx4 XPP~S REIXWED FORAWLIGE PAVEMENT WHO ME OMTTED N THE ENTRANCE.' NOWT 4. RADIALCURB OR COME NaGON CURB AND CUTTER _ _ _ _ BE THE WW LINE NOTE, WIDTH S. 1•_0•' CR AS I•Y YAYa.INE FOMWAY SHOWN GN TYPICAL $EcrKKl. A EXCEPTFOOT RFOR REPLACEMENTEPQRPOSES. PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TLRNNG IffOL WNIS OF ANTICIPATED HEAVY TRUCar MAN NE ROADWAY MOPE T I%FO THE DEPTH FOR MEWNR 4 CURB RAPS WI1HN fNE LOUTS OF THE Ri MEW BE 10'PMABOLIC GUIDE (CHMANCE My, INCREASED TO T-,RSEE CG-131 EDGE OF NONµ FLOW LNE ENT R 8%MA%. 0 SLOPE LIVNGE ® _ _ - tl B. PLANS ME 70 INDICATE WHEN CONSTRUCTION OF A FLOW MA$tE flDMWAT NyE - NOTE 1) LINE 6 ASSURED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. Sx ® T, THE DEStlUBLE ND MAYIMW ENTRANCE SALE CHANGES RAR ROPE CHGE �' - D" ME LISTED N THE µLOWABIE ENTRANCE ORbf D TABLE. THESE VALUES AGE GOT MMICMLE TO STREET CONA£CTIONS. Y 20-MAR FOR COMERGµ ENTRANCE INTERSECTION NOTES 8. WHEN CC-11 IS USED FOR STREET CONNECTIGNS THE ® CONSTRUCT GRACE CHANWIN.A PM/BIXIC CURVE. CIXwECrON MST BE DESIGNED N ACCOPDMCE WITH AASHTO POLICY AND THE N9LICIPLE REIXWENENrS M THEVWT ROAD NSXM MMUµ, ORLUDING STGPPNG SECTION A - A 4GHT DSTANCE AND N VALE FROOKIENTS, P. OPTIONAL. FLOWLNE MAY REQGW WA4%Ni OF A -y 4'Tr PORTION OF GUTTER 0 PROVIDE POSITIVE DRAN.WE ACROSS THE NTERSECTION, TI'_II'Q ALLOWABLE ENTRANCE GRADE CHANGES en CLASS A5, � �_,C (H.E.53 •G•. CONCRELE 1.,V SECTION C-C ENTRANCE Via MADE CHMBE DEARA$LE uA%MIN HIGH MJIIE THAN 1500 vPD O x 3 x hips soD-1soD vp0 a3z BIG LOW LEss rHM Sao vPo sex ax ADJACENT TRAVEL LANE ASPHALT PAVEMENT wgEMFG 12 r EDGE OF EXISING PAVEMENT CAS MIERIWED IH FELD' TACK COAT THE PROPOSED CQ45TRUCTION blNi EUSTNG_eEPHµT LAVERS - PROPOSED ASPHN.i LAYERS __ - xlsiWG SUBBASEPRO R 11C _-A- -------- COMPACTED SIIDWiME CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EVSTNG. S'ABONK AND REPLACE WIN PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MMNUM Ws NGH TNCN ASPHALT SURFACE COURSE (SEE NOTE 5) AS MW 12MNEO BY, OR CORGREATERES (SEE NAII OTE NECESSARY TO ABUT THE FULL TMCNNESS OF EXISTWD ASPHAT LAYERS NOTES: 1, ASPHALT PAVEMENT WIDENING SMALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY R6 ENGINEER. 2. T1E PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDE" SHALL MEET OR EXCEED THE DEPTHS MD TYPES OF THE LAYERS Or EXISTING PANOGHT. SUBSURFACE DRAJMAGE OF THE EXISTING MO PROPOSED PAVEMENT SHALL BE ADDRESSED W THE PAVEMENT DESIGN. 3. A WIGAN! OF THREE CORES 5Nµ1_ BE TMEN µONO THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AO THICKNESS OF EXISTING P CHAT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE NIJMENT TRAVEL LANE SHALL BE MILLED AWNMUM DEPTH OF 1'/r NCMS NO REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WWOM SURFACE COURSE HenESS WAVED BY TIE ENGINEER. 5 THE ENGECER MAY RE E THE MLLHIG DEPTH OF THE EXISTING PAVEMENT TO ME ADJUSTED TO ACHIEVEANACCEPTABLE PAVEMENT CNO55-SLOPE ANDE. G. EXISTING PAVEMENT MACHINES AND MARKERS WITHIN HE PROACI LIMITS SHALL BE RECTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FNµ TRANSVERSE PAVEMENT NE -IN SMALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(<)OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS SVETE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE N ACCCRDMCE WITH THE REOUWEMEMS OF SECTION 315.07(o)OF THE rIGA NOTE, µLOWIeLE ENTRANCE ge.NE TABLE IS 1OT APPLICABLE TO STREET CONNECTIONS erFIOA METHOD OF TREATMENT XVDDT ItVDQT- REFEREN E RCAD MQ eHocE srNi ROAD A•n BROGE slAwMos sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION anrE SHEET 201.0]VROMA DEPARTMENT ci TRANSORTATON 2301W %,dUIs Poga6N-05 Poga 11.2 A,ul_'e15 SD) tinlmr, oIW ration nn a Shoulder (Figure TTC-4.1) GS -Z So WON- ,. hip -TAW 8HADOWVEHICLE RECUIRW TMA REQUIREMENT SEE NOTE ILLUMINATEDFLASHING AMBER (CAUTION MODE) SEE NOTE7 TYPES ORC SEENOTE e ( §! gm_ ... j•-SEE NOTE `o y.. SEVl215aR {{ E NOTE I x' kt,T& .. , SEC NOTE .. I ,,.bH5CTF-'3 SEE N'O'ItiT ° aGH h'. ' ..._..._... W21-ShR „�: '• Mc A '.I,1_ I'6EE NOTE e v L-1 . SEE NOTE '-•^_A,F:C'..Su�iD3�ij� `r:n A-- W2O- 1 .. 1 Typical Traffic Cnntrnl Lou, Clasurcaet n rWV-Lane RvahruY K Usur FlaKKv , (FlgureT1C-21u Guird,nm: �fYl'FS n dstAI sho-dd be 330 >OU ,nHare III rureds cd III is 45n A or less and500'A0U 1 ,he, Ih, C ➢ M' P ubvrn rh IdJ 6, 4peod Gan 8 , D 4 mpb. I Core ebo ,, be rsav-, A T 1 al l g fba ]Gr/ts ojtle wosk r - - En ha 1 nod e aBM daemrto In adako aj the 88 . i (! 11 W-3. n!nn avd /I P.rd.11aedek? anda! lacer aquae!. or faarar rh rl lu T bl. ,, h If) h➢eaAvng. mtodsrs slwW hmM n an, bn. o si ht tom rha bd the fl fs f BvPas s g8 Option 3 ¢tR'hof Wes ore,ouninjo vens ldt or bg xd" steers,36"N 56'sigh, Him be ,, y)fJ Standard: 4. FIe ,mHons,IHll be].Voted fnrcv.v It;rml,anccofthc Worker tccI. manila ...hiu Ric to R P 1 VPr R Dame m srml work hc%w 3P?ato Deroee passing mea and a4 ficient Qot wti ogp43'A CeAabates, R -fl for traffic as e left Late ,mmnt. the tight hor brc HAcb1oR opposing infix (see Table614-3 Page 6H-R. PesiornM R la duties VS cHae ago I, QaIM [bmfor FM88ers)s All nshalt n tr eNr d ad nor m rfoge m m, rP v whun . Care i 11wi 7. Ashadow shad schideWIRI atlest saw hi,b Intensity .mbit iM.Re" trAehlnR dr. owWuntil hall hepuArk,M'-20 luadvvc, of tc first York crew. 8 4 snnnlemewd R.e.Per Gas, ba ten 'r.d'n UN xu to e've adsmc wam;r, of the o,SUmwG shad by III orpowl] no DDIfic prior to W, is. c d 9 IJRhPq f �- b !f 9F PRF➢ARADTO CROP ((V -RJ 'g !A. 1 j; Ap1f}f gr�ajili IV A PNPO AIIsW,P irnU): 1 dla yaHd a,r ! d'R 10Pa- a xf ay>ud <rcn'.nnV :u nilhm or11,I .mn fuse Iran r'an-so arWO r. n0<ya1ed 11u1 gr.mmr so.ndring fsmn OIa lane hOr r ou hl -b,Wd rh,a,h rho Am,RI Sond, cmrsrn8, 'he mparap nr�ic arnanl:o horde Qw1ed,Slhm the "armr , . ed he h,,fl-,-roil nassiryy( Pq ISC GI dhnonal inlurmuu.n on S,huyHnl y). Stendesd it AT mgM, Duggersbiloot horn he In mna GO,.,-,t In emaryen rnI See Snhm AFLOAT. Cfil, m lx. con« ma n<nrmilAl<d Wnen H n ;mt vnhla< r.,n Ina t Inl rn,Hna , dln;, zo et cl or]ay. 1: Rnia:nn I-YlrzBls A nI2015 PAVEMENT WIDENING VWGWA DEPARTMENT OF TRAREPOSTATURN Lave Closure ov R TWo-Lan, Roadway Using RR Fla its (Figurc'lIC-23-1) 1: Revienn I _YTRmS Page CH 53 SIS 2 Q O Z pf Z Q Q S a L UCH W °DCZ OD Z III U4 CO O O ~ Z ti 2 ti IS 5 c`u (n 'I Z2: Q- ti Z EJ)ZCU LiLl LLl00O3 Z (i m Q O C Z Z UOOOLnO Z O H� Lu a 0 DATE: FEB.15 2024 SCALE: 1" - 50' FILE NO. 0951 SHEET 10 OF 12 \ EX. DOUBLE YELLOW STRIPE CROSS -HATCHED SUBMIT CORE SAMPL AREA DENOTES TO VOOT FIELD EXTENTS OF MILL INSPECTOR TO AND OVERLAY -,,,,,,,VERIFY PAVEMENT & STONE DEPTHS 786' TO END 1760' TO RT 669 513' TO ENTRANCE=180' TO ENTRANCE ZACHARYANN LANE - RT. 825 EP (60'R.0.W) DB 892, PG 219 e e EP e 50.0' 610.00' -SIGHT DISTANCE EG 4:1 TAPER- - ti STRIPING (TY ), -- a J II �71 is 635 630 �x— x— x— x— x— x— x— x— x— x— x— x— x— ,� Q ' L�� MANUAL SLIDING GATES SHALL BE OPEN DURING BUSINESS HOURS FOR TRUCKACCESS gyp. p Q L \ 1 I , I N a down ` UD 4 (6) " 'EW-12 STOP SIGN oP (TYP•) (TYP.) �i w# \ \ a s 1§1 f� 4 4 n r i,ll i �ml x cc ■ U k \\ \\ 01 O \ C p o N V V) k — c b h O O - — -—_-- - U L ...... .. 610.00' - SIGHT DISTANCE to `O u N o > L. \\ co Ln 'Jim � o ^ C N \ CID \ \ \ \ \ \ \ \ S GHT DISTANCE IGHT DISTANCE -- - _ - EX. GRADE - - - - ---' - IR 0 0 Z y W � b Z O ti 6-50 5-50 5-00 4-50 4-00 3-50 3-00 2-50 2-00 1-50 x x 0 0 0 o 0) `0 ai W B-67 MANUAL SLIDING GATES SHALL BE OPEN DURING TRACTOR TRAILER DELIVERIES — X X X +\ x = w \ r w x a rn a a H a k 0 w cc w � \ x\ 0 W _L � 0 x � ¢ z O d x TRACTOR -TRAILER VEHICLE 1-2 DELIVERIES A DAY 1-00 0-50 0+00 0+50 1 +00 SIGHT DISTANCE PROFILE FOR PROPOSED ENTRANCE ROUTE 1825 - UNPOSTED - 2 LANE DEAD-END ROAD a w I z :0 i LL i w 10 4- 0 00 0 0 0 0 x AN DELIVERY o 06 41.48 f PRIMARY TRUCK TRAFFIC APPROX. 50 TRIPS PER DAY 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 635 630 6,3¢ 1 —+— - - - -Ip- - - - - -- - - - - - - - - - - 5:1 SLOPE 5:1 SLOPE \ X— X X— X— X— X ~ ti `1 `' e �Iv e I� 9%SLOPE Z£C W —W —W —W —W X 1-14 -311 o z o ��� m o w cii I w 00 _q ✓ v �� r 6Z9 v �00 � g C) CZ zE ct Z Qp p y O O� uj ZIO�J �CWi�¢Z�2� R U W W¢ O h g C Z 2 m U W Z V Z o�c�xz �En O z 0 Ln W w w H DATE: FEB. 15, 2024 SCALE: N/A FILE NO. 0951 SHEET 11 OF 12 AMENDMENT FREDERICK COUNTY ZONING ORDINANCE Approvals: Planning Commission Dcc=mber 51 1990 with proffers Board of Supervisors cecearer 12, 1990 with Proffers AN ORDINANCE AMENDING, TILE ZONING DISTRICT MAP 1009-90 of WHITEHALL BUSINESS PARK WHEREAS, Rezoning application 01009-90 of Whitehall Business Park to rezone 15.03 acres from RA (Rural Areas) to M1 (Light Industrial) and 34.25 acres from RA (Rural Areas) to B3 (Industrial Transitional) located at the southwest intersection of T-81 and Route 669 in the Stonewall District, and designated as parcels 4 and 5 on tax map 33A (33AOOA000000000000040 and 33AOOA000000000000050) and parcels 91A and 91B on tax map 33 (33000A00000000000091A and 33000A00000000000091B), was referred to the Planning Commission on December 5, 1990; and WHEREAS, the Planning Commission held a public hearing on this application on December 5, 1990; and WHEREAS, the Planning Commission received a draft statement of conditions proffered prior to the public hearing; and WHEREAS, the Board of Supervisors held a public hearing on this application on December 12, 1990; and WHEREAS, the Board of Supervisors received a signed statement of conditions proffered prior to the public hearing; and WHEREAS, the Frederick County Board of Supervisors finds this rezoning to be in the best interest of the public health, safety, welfare, convenience and good zoning practice; NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of supervisors as follows: That Chapter 21 of the t'federick County Code, zoning ordinance, is amended to revise the Zoning District Map to change 15.03 acres from RA (Rural Areas) to M1 (Light Industrial) and 34.25 acres from 655 650 645 M 635 630 625 620 RA (Rural Areas) to B-3 (Industrial Transitional) located at the southwest intersection of I-81 and Route 669 and is designated as parcels 4 and 5 on tax map 33A (33ADOA00000000000OD40 and 33AOOA000OOOOOOOOGOSO and parcels 91A and 91B on tax map 33 (33000A00000000000093A and 33000A00000000000091B)as described by the application and plat submitted, subject to the following conditions voluntarily proffered in writing by the applicant; and property owner as follows: �F�1Vf0 November 21.1990 Frederick County Board of Supervisors Frederick County Planning Commission 9 Court Square Winchester, Virginia 22601 Reference: Whitehall Business Park Rainbow Group Property I-61 & Rt. 669 Frederick Co., Va. We the undersigned, sole owners of land to be rezoned under rezoning request number 009-90, referred to as the Whitehall Business Park rezoning, and the applicant for said rezoning, hereby, voluntarily proffer the following conditions. The conditions proffered shall be binding upon the heirs, executors, administrators, assigns, and successors in interest of both the applicant and owners. In the event the Frederick County Board of Supervisors grants said rezoning and accepts these conditions, the following proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code: 1. 'There will be two ponds provided to serve as sources of water supply for fire protection; one towards the northern portion and one towards the southern portion of the property. An casement will be provided to guarantee access of the local fire departments to the water supply. One well shall be provided with each pond to maintain a year-round water level, The design of easements and ponds shall be agreed to by the Fire Marshal and The Rainbow Group for adequacy as a source of water for tire protection. The approximate location of ponds shall be shown on the master development plan before any site plan is approved. At least one pond shall be provided before any occupancy permit is issued on the site. The second pend shall be provided as shown on the master development plan when the site containing said pond is developed, 2. Deeds shall specify that property owners will maintain ponds for fire protection. 3. The Rainbow Group and/or assigns will record architectural and development standards/restrir.tions/covenants and enforr.e all recorded standards ese a hall include provisions for minimum Th to architectural standards, site motet enance, landscapinu and facility maintenance. These will include a requirement for an architecturally desiqned front facade visible from Interstate 81. Leading areas shall be on the west side of buildings. ROOF U x I TREES AND B(2USH IN FLOOD IN AND FLOOR CO SERVATIONBMP x M � 1 1170YEARFEAMA OD PLAIN 3 � f W Ic o61 iL Ci so n N Cp + M q R 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 655 650 645 M 635 630 625 620 4. A storm water management system will be described on the master development plan. The ponds may be used for detention if appropriate. 5. Buildings shall be shown on the site plans located between outdoor storage areas and boundaries of the property adjacent. to Interstate 81, 6. A master development plan will be submitted for approval by the County before Any site plans or subdivisions are submitted, 7. A complete opaque vegetative or other screen shall be provided, before any occupancy permit is issued, on the site between the primary entrance from Route 669 and adjoining properties containing residential uses. The screening shall be designed to not interfere with sight distance on Route 669. B. Each separate lot. shall be provided direct access to a road dedicated for state maintenance. The access road or roads shall be constructed at the time each lot is developed. No occupancy permit shall be approved on any lot until plans for the road have been approved by the Virginia Department of Transportation, the road has been constructed to said lot and the road has been dedicated to said lot for acceptance by the Virginia Department of Transportation. 9, Deeds for each lot shall establish a property owners association according to the requirements of the Frederick County Code. THE RAINBOW GROUP; Henry Buettner, Jr. Ronald S. Simkh oviteh RE EN@ WHITEHALL BUSINESS PARK 'Virginia's First Business and Industrial Peek" December 5, 194i0 RAINUOW GROUP The deed shall contain the t:• stric following restrict: c ens which shall appear in all deeds for all building sites. 1. No abandoned nor unlicensed vehicles shal- be retained on the building sites. 2. All business property shall be kept neat and clean. Grass and shrubbery P should be kept, trimmed. 3. All trash and debis shall be kept in a closed container and disposed of in a timely fashion from rear of building. 4. All businesses shall have the front land areas of buildings landscaped to present a pleasant appearance. 5. Building designs shall be reviewed witn sembers of the Rainbow Group for approval. THE RAINBOW CROUP: i )4"' ylC Buettner, Jr. Will LJ, I3USINBti5 PARK, THRU Ronald S. Simkhovitch 'Phis ordinance shall be in effect upon its passage. Passed this 12th day of December, 1990. A Copy Testa John R. Riley, Jr. Frederick County Administrator The Rainbow Group Architectural & Development Committee hereby approves the site plan for the Lot 4, Frito-Lay. This must include the proposed eight foot chain -link fence with privacy slats to screen the building and parking areas from Interstate 81 in accordance with the proffers of Rezoning OOMO, dated November 21, 1990. This is the last lot left to be developed and is in keeping with the other buildings in the Whitehall Business Park such as Caterpillar. Ronald S. Simkhovitch, The Rainbow Group Date. `S AT EACH SIDE OF POST 24"MAX. BETWEEN POST) iPRING REINFORCING TENSION WIRE THREE STRANDS OF BARBED WIRE CHAINLINK FABRIC INSTALL WITHIN 2" OF FINISHED GRADE INSTALL DOUBLE -WALLED WINGED SLATS WITH 9091 PRIVACY FACTOR MIN. SEE FREDERICK COUNTY ZONING ORDINANCE § 165-203.02(D)(11) BRACE RAIL RUSS ROD AT CORNER POSTS BRACE RAIL ■ 0 Cn LZ o� C O O t0 In_� in U o 0 O01 th C pto N O N o 366 N , @� mot l ti co v ifa C n � O ca J 0 51) z V) W U Q W W to0 0 cc Z 1 U4 ti Z 3 ti 2 0, V V)¢ ti a 2 Z V U- W-T 2 IISy � 04 CC UJ Z Z m 0 0 F� IS Uw Z zt V �� iz Z, LC CC x Z U � O� y N z 0 M (n W w Q DATE: FEB. 15, 2024 SCALE: N/A FILE NO. 0951 SHEET 12 OF 12 Z L 7 O 9 l� H S tZ 9Z 1Z 6Z a£ 9E 9Z 6E fiZ lE tE LE Ot /Z L£ 6Z tE 9E It LZ ZE a: IS 6Z SE Et SS LZ Z9 at BE SE Et ES al LS 6 OE Z£ W Zt eE I tt 8d 5fi BE 9i 65 of I 19 9 tE 9£ Ot 9t 9E L4 94 9£ Zt fit I Et L5 i9 LE E4 Z5 59 I TS60 ON ��I� 9E Ot 4t 9t St 9S lS It 99 It 94 ZS ZS 99 I6 Lt It £S fi5 09 Zt 8t 99 99 9t t5 Z9 61 Zt 9t LS 8t SS t9 at 9 91 S 81'Z9 YS'99 119'Z9 u£'95 01 £'£Z 0L 9'9I, 808E )I08L LS ES Lfi Z9 t5 6S 59 SS 09 L9 9S Z9 OL L8 95 E9 LL £8 t 8Z05 1101 0169E 8081 65 Z9 99 Of £9 19 EL 49 fi9 91 59 LL fiL 99 99 EL 09 Lfi BfiEt 89E4 019L4 806E T 10Z —u L �../ •��NDS 01 U 68 99 89 .1 6, fig 9fi IV 11 I Z6 5fi go BE 5fi 6fi 1. 90L fifi LOL 90L 60L L Y6L£ U£L£ 01£ b 110171 fifi WL IOL LOL 90L 90L 90L OIL OLL OLl 91L 9lL 9LL 9LL 6LL 6LL fill fill 0 81'SZ 8015E 011.94E 809 %0 %OL %0E °605 %oL %0£ %05 %OL %OE %05 %M %OE %05 %W %OL %OE %05 %oz Ud 49'91 IIIO1 010'65Z 140'9 y., VZOZ 1ST '93� 31`dd %a %a %OL I.%OS %0Z %aL %09 ad Ld 01Z.06`110 W'd38 .001.0 'MO WV3S 6131N13 WV39 1V Od 1HOHH SMiNnOW NOIlt218117) 30 S1N313133303 i1000N1 1H0113031103 I-- N l0 \ D n-I n-I rn rn < < < < r-'mrnrn >-a-n m z r > m < O(nzOrn (n -0 = z � l >mG) O O o 0 D 3 ' < m n � O _ < D 0 (n O C O p A nO i O o _ O O o3aornr�m Oil A U) T cA�=<��� z ti r o rn (ncz Co- �= z D o ;0 - 7r , C/) I- ; � C Cn - 2 Qo D �01 W m d1N�� Q (D N un CD n Q G at 3: o (D CN •G !VQ o mmok l J CD o� 0 V rn V) Kj 0 0 � �■■r koua ■ Z to Z a6ed fiZ 5L ,06 ^ot ^n ^Ot bob 60Z -Oo ^Ds O—T ^� ^ns oa4c "0E £ZZ oafi -009 Z£6Z lT9L oOL ^nr � o6aq. ^nro Ll4l 009 -001 Ti, 6£9£ 009 ^ns LOZ£ o0L `9 ncnl ^ns %66 BE Pm e06-,0 6846 ,09 -v09 1£at LLSt o0P5fl 69Z9 LSES o0S ^n9 ,A9 %96 S1Z9Z e08 'a ZOOS .09 -eat Z60L6 ZL8Lt o005L 094E 9519 004 -=- %le E091Z .09 -.0 ZLLt o06-00£ £OLSZL ZeKe o0959 S9£9 LEW o0£ %5t ZLLZL oafi-00 LOfi£ 0O£-o0Z LouL4mome00'99 1960 90gg -OF �!x %le 04£L o0£-00 1Ke oOZ-o0L 188EEL 6LL8LL .00'St 11Z6 00 L6 oU %£L cc ,OZ-.0 goo .01-.0 ZO9LZI Z091Z1 .00 0 SZ£6 SZ£6 ,0 ^ne ear AHIMJIWn]% SNmn 3NOZ SN3Wnl 3NOZ o00'06 o00'13 .06 ,a iwwwOS N3wm IVNOZ 3NOZ 83d SN3WM (w'bslp0)33NVNIWm1 319V1Vl30NVO N011n918151a vimNvo bZ'4'tl1a31IHOONIOVdS b44'319NVNV30 L£4'AOVOI,Dd3 ZbL9Z SN3V1n1 9'S64 SLV11A1ndNl 8ZZZEZ8013 ON_LS31 (10009Z)N8'aM'N09-NOb'N9E-ALVE-OZ4-10009Z-10004Z-10004Z-1(131-78HUO H 9Z OE 9E H LE LE LZ LE 8E LZ ZE 6E ZS LZ ZE fit ES OL LZ fiZ E£ 6£ fiZ 4E O4 6Z 4Z Lt fiZ 5E it 55 OE 9E E4 15 6 OE ZE 9E et eE LE 64 EE 9E St EE 8E 9t 69 EE fiE Lt L9 9 tE 9E Ot 9t 9E 1t 9t 9£ zP fit LE Et 1S E9 1£ Et Z5 59 1. 8E of St LS Lt 9t ZS It It t5 Zt 8t 9S 89 Zt 8t LS 01 9 Y0Z9 Ion 0161E 80-oZ W 9t o5 95 Lt ZS 8S Lt ES 09 8t t5 Z9 tL 8t SS t9 91 5 8595 8695 0169E 808E 15 E, 15 19 t5 15 59 55 09 L9 95 Z9 OL L9 95 E9 LL £9 t Iz09 8C05 016££ 808E fi5 Z9 99 OL E9 L9 EL t9 69 91 S9 LL fiL 99 99 el 09 Lfi E 8fi'£t 89'£t 01 L'£t 806E 01 EL 91 61 tL 9L Z9 9L. 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MULTILr� UMEN ffjsj]1 ' EASY 3 COLORS SELECCT OR 3500K•4000K•5000K NOMINAL LUMENS DELIVERED LUMENS WATTAGE 21000 21540 147 W 24000 24536 174 W 26000 26742 195 W Based on 4000K 90+ CRI. Actual wattage may vary +/- 5% ORHB4-LED Architectural Round LED High Bay FEATURES The Oracle LED UFO High Bay is manufactured with a polycarbonate lens fixed to a die-cast aluminum housing which is powder coated to provide superior resistance in any installation. It provides superior service in high temperature applications and is, wet environments, resistive to corrotion from airborne contaminats. High lumen output and circular form factor leave no dark corners. Built-in hanging hook included for easy installation. Applications include warehouses, commercial facilities, retail, roadways, campuses, garages with high ceiling, and gymnasiums. The fixture is designed to accept and optioanl motion sensor(sold separately) if required. 15000/19000/17000 21000/24000/26000 L350141D500K 80+Standard • Suspended • • WD-110° • 40C to 4OC TEMPERATURE I- EMG-LED-ORHB1-40-13K EMG-LED-ORH61-4041-1 EMG-LED-OR1161-RC REMOTE CONTROL FOR ORHB l-EMGERGENCY, CAN REMOTE TEST FOR EMERGENCY FUNCTION L70 at 50,000 Hours • In Accordance with IES L079-08, LM80 and TM-30, TM-21 Candlepower Distribution Curve T__ IdonkL FOR c � us RoMS 1� COMPUANT ,ET LOCATION LISTED eli� II _ue to the changes of constant improvement in LED technology, all details are ite= W W W . i u see I i t e . c o m subject to change without notice. Consult factory for up to date information. ,t_ LIGHTING RS160719 ORACLE ORHB4-LED Architectural Round LED High Bay By Elite Lighting PERFORMANCE ELECTRICAL Efficacy up to 1301m/W, designed to replace 40OW metal halide (MH) bulbs Powered by high -quality constant -current power LED drivers which are rated while consuming 200W. Increase energy savings with optional bi-level for 50 to 60Hz at 120-347V, produce less than 20% THD, and have a power motion sensor. factor of .90 to 1.00. OPTICS DIMMING & DRIVER INFORMATIO The polycarbonate lens protects LEDs. Reflector and lens options provide DIM10 - Flicker Free 1 % Dimming Standard (DIM10) 0-1 OV dimming on maximum versatility and uniformity. either MVOLT 120, 347V. CONSTRUCTION RATINGS One-piece, sealed die-cast aluminum housing requires no additional parts. cULus wet location rated Heat sink included in casting, preventing high bay from heating up during IP65-rated; completely sealed to protect against water and dirt use. Wet location rating serves both indoor and outdoor applications. DLC Premium -listed RoHS reach INSTALLATION Included: Hook mount, safety cable and 0-10V dimming cord. Surge Protection Level: Built-in 6kV surge protection; class 2 product (shock -resistant). Example: ORHB4-LED-21000/24000/26000L-120-347V-35/40K/50K-W D-BK WD �:71 L J SERIES TYPE LUMENS VOLTAGE CCT OPTICS FINISH EMERGENCY OPTIONS ORH64-Oracle LED 15000/190DO117000L 120-347V 35/40K/50K WD -1101 Bill - Black EMG-LED-ORHB1-40-13K MS - Motion Sensor LED Round 210001240D0/26000L EMG-LED-ORHBI-40-WH High Bay Series EMG-LED-ORHBI-RC* *REMOTE CONTROL FOR ORHBI-EMGERGENCY, CAN REMOTE TEST FOR EMERGENCY FUNCTION I Due to the changes of constant improvement in LED technology, all details are w w w. i u s e e I i t e. c o m subject to change without notice. Consult factory for up to date information LIGHTING TEST NO.: EL08232228 ORHB4.LED-21000L-24000L-26000L-120.347V 35K-40K-50K-WD-B K(21000L) IMOI IT WATTS- 1d7 d I I IMFNS• 215dO EFFICACY: 146 90• so. 70- 60. CANDELA DISTRIBUTION CANDELA TABLE 0° 90° 90• p° 7497 7497 10° 73DB 7507 so. 70• so• CONE OF LIGHT BEAM ANGLE: 114 LUMINANCE (cdlsq.m) 0.00° 90.00° O.Dp- 102742 102742 45.DD- 94927 108511 55.00' 87125 107174 65.D0° 68805 101476 75.00' 33945 77616 85.00° 3074 37766 MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA 0°-180° BEAM DIA. 90°-270° 6.0It 208.2fc 18.7ft 18.9ft &Oft 117.1fc 24.9ft 25.2ft 10.Oft 75.0 fc 31.2ft 31.5ft 12.0 ft 52.1 fc 37.4 It 37.8 It 14.0 It 38.2 fc 43.6 It 44.1 It 16.1)ft 29.3fc 49.9ft 50.4ft 18.0 ft 23.1 fc 56.1 ft 56.7 It 20.0 ft 18.71C 62.3 It 62.9 It ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K-WD.B K(24000L) INPUT WATTS:174.9 LUMENS: 24536 EFFICACY: 140 CANDELA DISTRIBUTION CANDELA TABLE 0° 90° 90. go. 0° 8556 8556 10- 8351 8515 so- 80- 20° 7902 8217 70° 70. 30° 7185 7658 40• 6199 6849 1. 60- 50° 4920 5756 so. so. 60° 3340 4353 40° 40- 70° 1506 2696 3"3" 80° 191 907 zo• io° 0. io• zo 90° 14 37 CONE OF LIGHT LUMENS PER ZONE ZONE LUMENS 0'-10° 712 10° - 20' 2048 20' . 30° 3143 30°-40° 3845 40°-40--,50' 4031 50'.60° 3617 60°-70° 2582 70°-80° 1137 80°-90° 179 SPACING CRITERIA:1.24 ZONAL LUMEN SUMMARY ZONE UKENS %LUMNAIRE 0• - 20' 2760 13% 0•-30° 5903 27% 0°-40° 9748 45% 0°-60° 173DB 81% 0°-80' 21115 98% 0' - 90° 21293 99% INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 84 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 26 37 31 26 36 30 26 24 BEAM ANGLE: 114 LUMINANCE (cdlsq.m) LUMENS PER ZONE OAO' 90.00° ZONE LUMENS 0.00° 117265 117265 0°- 10° 813 45.00° 108452 122905 10°-20° 2336 55.00' 99610 121609 20°-30° 358D 65.00° 78305 115418 30°-40' 4379 75.00° 38354 89314 40°-50° 4591 85.D0° 4191 45371 50°-60° 4119 60 -70 2937 70°-80° 1296 so -90 205 MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0°-180° BEAM DIA.90°-270° 6.0 It 237.7 fc 18.8 It 18.8 it 8.0ft 133.7 fc 25.0ft 25.1ft 10.0ft 85.6 fc 31.3ft 31.4ft 12.0ft 59.4 fc 37.6ft 37.7ft 14.0 It 43.7 fc 43.8 ft 43.9 It 16.0 ft 33.4 fc 50.1 It 50.2 ft 18.0ft 26.4fc 56.4ft 56.5ft 20.0 ft 21.4 fc 62.6 It 62.8 It TEST NO.: EL08232228 SPACING CRITERIA:1.24 ZONAL LUMEN SUMMARY ZONE LIKENS %LUMNAIRE 0' - 20' 3149 13% 0° - 30° 6729 27% 00-40' 11108 45% 01-60° 19818 81% 0°-80' 24051 98% 0°-90° 24256 99% INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 94 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K.WD-BK(26000L) TEST NO.: EL08232228 INPUT WATTS:195.6 LUMENS: 26742 EFFICACY: 137 BEAM ANGLE: 114 SPACING CRITERIA:1.24 CANDELADISTRIBUTION CANDELA TABLE LUMINANCE(cdlsq.m) LUMENS PER ZONE ZONAL LUMEN SUMMARY 0° 90° 0.00° 90.00' ZONE LUMENS ZONE LIKENS %LUMINAIRE 9o. 9D. 0° 9325 9325 0.00° 127802 127802 01-10° 886 0* -20* 3433 13% 10° 9100 9277 45.00° 118119 133887 10'-20' 2547 0°-30' 7340 27 8° so. 20° 86W 8967 55.00° 108458 132441 20'-30° 3907 0°-40° 12112 45% 70° 70° 30° 7831 8385 65.00° 85427 125703 30'-40' 4772 0°-60` 21603 81% 40° 6758 7460 75.00° 41872 97092 40'-50' 5002 0* -80* 26215 98% 60° �- 5()*5357 6269 85.00° 4571 48737 501-60° 4489 0* .90' 26438 99% 60°-70' 3201 so° 50' 60° 3639 4742 70°-80' 1411 40 40° 70° 1641 2932 80°-90° 223 30- 10000 30• 80° 209 969 za° 10' 0° i0° zo° 90° 15 39 CONE OF LIGHT INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0'-180' BEAM DIA. 90°-270° PC 80% 70% 50% 30% 10% 0% 6.0ft 259.0 fc 18.8 ft 18.8 ft pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 8.0 It 145.7 fc 25.0 It 25.1 ft 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 10.0 ft 93.3 fc M.3 It 31.4 ft 1 109 105 101 97 1D6 102 99 95 98 95 92 94 91 89 90 88 86 84 12.0 It 64.8 fc 37.5 It 37.6 It 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 14.0 ft 47.6 fc 43.8 ft 43.9 ft 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 66 62 59 16.0 ft 36.4 fc 50.1 ft 50.2 It 4 83 71 63 56 Bi 70 62 56 67 60 55 65 59 54 62 57 53 51 18.0 It 28.8 fc 56.3 ft 56.5 ft 5 76 84 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 20.0 ft 23.3 fc 62.6 ft 62.7 It 6 70 57 48 42 68 56 46 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K-WD.B K(24000L) INPUT WATTS:174.9 LUMENS: 24536 EFFICACY: 140 CANDELA DISTRIBUTION CANDELA TABLE 0° 90° 90. go. 0° 8556 8556 10- 8351 8515 so- 80- 20° 7902 8217 70° 70. 30° 7185 7658 40• 6199 6849 1. 60- 50° 4920 5756 so. so. 60° 3340 4353 40° 40- 70° 1506 2696 3"3" 80° 191 907 zo• io° 0. io• zo 90° 14 37 CONE OF LIGHT LUMENS PER ZONE ZONE LUMENS 0'-10° 712 10° - 20' 2048 20' . 30° 3143 30°-40° 3845 40°-40--,50' 4031 50'.60° 3617 60°-70° 2582 70°-80° 1137 80°-90° 179 SPACING CRITERIA:1.24 ZONAL LUMEN SUMMARY ZONE UKENS %LUMNAIRE 0• - 20' 2760 13% 0•-30° 5903 27% 0°-40° 9748 45% 0°-60° 173DB 81% 0°-80' 21115 98% 0' - 90° 21293 99% INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 84 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 26 37 31 26 36 30 26 24 BEAM ANGLE: 114 LUMINANCE (cdlsq.m) LUMENS PER ZONE OAO' 90.00° ZONE LUMENS 0.00° 117265 117265 0°- 10° 813 45.00° 108452 122905 10°-20° 2336 55.00' 99610 121609 20°-30° 358D 65.00° 78305 115418 30°-40' 4379 75.00° 38354 89314 40°-50° 4591 85.D0° 4191 45371 50°-60° 4119 60 -70 2937 70°-80° 1296 so -90 205 MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0°-180° BEAM DIA.90°-270° 6.0 It 237.7 fc 18.8 It 18.8 it 8.0ft 133.7 fc 25.0ft 25.1ft 10.0ft 85.6 fc 31.3ft 31.4ft 12.0ft 59.4 fc 37.6ft 37.7ft 14.0 It 43.7 fc 43.8 ft 43.9 It 16.0 ft 33.4 fc 50.1 It 50.2 ft 18.0ft 26.4fc 56.4ft 56.5ft 20.0 ft 21.4 fc 62.6 It 62.8 It TEST NO.: EL08232228 SPACING CRITERIA:1.24 ZONAL LUMEN SUMMARY ZONE LIKENS %LUMNAIRE 0' - 20' 3149 13% 0° - 30° 6729 27% 00-40' 11108 45% 01-60° 19818 81% 0°-80' 24051 98% 0°-90° 24256 99% INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 94 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K.WD-BK(26000L) TEST NO.: EL08232228 INPUT WATTS:195.6 LUMENS: 26742 EFFICACY: 137 BEAM ANGLE: 114 SPACING CRITERIA:1.24 CANDELADISTRIBUTION CANDELA TABLE LUMINANCE(cdlsq.m) LUMENS PER ZONE ZONAL LUMEN SUMMARY 0° 90° 0.00° 90.00' ZONE LUMENS ZONE LIKENS %LUMINAIRE 9o. 9D. 0° 9325 9325 0.00° 127802 127802 01-10° 886 0* -20* 3433 13% 10° 9100 9277 45.00° 118119 133887 10'-20' 2547 0°-30' 7340 27 8° so. 20° 86W 8967 55.00° 108458 132441 20'-30° 3907 0°-40° 12112 45% 70° 70° 30° 7831 8385 65.00° 85427 125703 30'-40' 4772 0°-60` 21603 81% 40° 6758 7460 75.00° 41872 97092 40'-50' 5002 0* -80* 26215 98% 60° �- 5()*5357 6269 85.00° 4571 48737 501-60° 4489 0* .90' 26438 99% 60°-70' 3201 so° 50' 60° 3639 4742 70°-80' 1411 40 40° 70° 1641 2932 80°-90° 223 30- 10000 30• 80° 209 969 za° 10' 0° i0° zo° 90° 15 39 CONE OF LIGHT INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0'-180' BEAM DIA. 90°-270° PC 80% 70% 50% 30% 10% 0% 6.0ft 259.0 fc 18.8 ft 18.8 ft pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 8.0 It 145.7 fc 25.0 It 25.1 ft 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 10.0 ft 93.3 fc M.3 It 31.4 ft 1 109 105 101 97 1D6 102 99 95 98 95 92 94 91 89 90 88 86 84 12.0 It 64.8 fc 37.5 It 37.6 It 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 14.0 ft 47.6 fc 43.8 ft 43.9 ft 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 66 62 59 16.0 ft 36.4 fc 50.1 ft 50.2 It 4 83 71 63 56 Bi 70 62 56 67 60 55 65 59 54 62 57 53 51 18.0 It 28.8 fc 56.3 ft 56.5 ft 5 76 84 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 20.0 ft 23.3 fc 62.6 ft 62.7 It 6 70 57 48 42 68 56 46 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 84 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 26 37 31 26 36 30 26 24 BEAM ANGLE: 114 LUMINANCE (cdlsq.m) LUMENS PER ZONE OAO' 90.00° ZONE LUMENS 0.00° 117265 117265 0°- 10° 813 45.00° 108452 122905 10°-20° 2336 55.00' 99610 121609 20°-30° 358D 65.00° 78305 115418 30°-40' 4379 75.00° 38354 89314 40°-50° 4591 85.D0° 4191 45371 50°-60° 4119 60 -70 2937 70°-80° 1296 so -90 205 MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0°-180° BEAM DIA.90°-270° 6.0 It 237.7 fc 18.8 It 18.8 it 8.0ft 133.7 fc 25.0ft 25.1ft 10.0ft 85.6 fc 31.3ft 31.4ft 12.0ft 59.4 fc 37.6ft 37.7ft 14.0 It 43.7 fc 43.8 ft 43.9 It 16.0 ft 33.4 fc 50.1 It 50.2 ft 18.0ft 26.4fc 56.4ft 56.5ft 20.0 ft 21.4 fc 62.6 It 62.8 It TEST NO.: EL08232228 SPACING CRITERIA:1.24 ZONAL LUMEN SUMMARY ZONE LIKENS %LUMNAIRE 0' - 20' 3149 13% 0° - 30° 6729 27% 00-40' 11108 45% 01-60° 19818 81% 0°-80' 24051 98% 0°-90° 24256 99% INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 94 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K.WD-BK(26000L) TEST NO.: EL08232228 INPUT WATTS:195.6 LUMENS: 26742 EFFICACY: 137 BEAM ANGLE: 114 SPACING CRITERIA:1.24 CANDELADISTRIBUTION CANDELA TABLE LUMINANCE(cdlsq.m) LUMENS PER ZONE ZONAL LUMEN SUMMARY 0° 90° 0.00° 90.00' ZONE LUMENS ZONE LIKENS %LUMINAIRE 9o. 9D. 0° 9325 9325 0.00° 127802 127802 01-10° 886 0* -20* 3433 13% 10° 9100 9277 45.00° 118119 133887 10'-20' 2547 0°-30' 7340 27 8° so. 20° 86W 8967 55.00° 108458 132441 20'-30° 3907 0°-40° 12112 45% 70° 70° 30° 7831 8385 65.00° 85427 125703 30'-40' 4772 0°-60` 21603 81% 40° 6758 7460 75.00° 41872 97092 40'-50' 5002 0* -80* 26215 98% 60° �- 5()*5357 6269 85.00° 4571 48737 501-60° 4489 0* .90' 26438 99% 60°-70' 3201 so° 50' 60° 3639 4742 70°-80' 1411 40 40° 70° 1641 2932 80°-90° 223 30- 10000 30• 80° 209 969 za° 10' 0° i0° zo° 90° 15 39 CONE OF LIGHT INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0'-180' BEAM DIA. 90°-270° PC 80% 70% 50% 30% 10% 0% 6.0ft 259.0 fc 18.8 ft 18.8 ft pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 8.0 It 145.7 fc 25.0 It 25.1 ft 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 10.0 ft 93.3 fc M.3 It 31.4 ft 1 109 105 101 97 1D6 102 99 95 98 95 92 94 91 89 90 88 86 84 12.0 It 64.8 fc 37.5 It 37.6 It 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 14.0 ft 47.6 fc 43.8 ft 43.9 ft 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 66 62 59 16.0 ft 36.4 fc 50.1 ft 50.2 It 4 83 71 63 56 Bi 70 62 56 67 60 55 65 59 54 62 57 53 51 18.0 It 28.8 fc 56.3 ft 56.5 ft 5 76 84 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 20.0 ft 23.3 fc 62.6 ft 62.7 It 6 70 57 48 42 68 56 46 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0°-180° BEAM DIA.90°-270° 6.0 It 237.7 fc 18.8 It 18.8 it 8.0ft 133.7 fc 25.0ft 25.1ft 10.0ft 85.6 fc 31.3ft 31.4ft 12.0ft 59.4 fc 37.6ft 37.7ft 14.0 It 43.7 fc 43.8 ft 43.9 It 16.0 ft 33.4 fc 50.1 It 50.2 ft 18.0ft 26.4fc 56.4ft 56.5ft 20.0 ft 21.4 fc 62.6 It 62.8 It TEST NO.: EL08232228 SPACING CRITERIA:1.24 ZONAL LUMEN SUMMARY ZONE LIKENS %LUMNAIRE 0' - 20' 3149 13% 0° - 30° 6729 27% 00-40' 11108 45% 01-60° 19818 81% 0°-80' 24051 98% 0°-90° 24256 99% INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 94 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K.WD-BK(26000L) TEST NO.: EL08232228 INPUT WATTS:195.6 LUMENS: 26742 EFFICACY: 137 BEAM ANGLE: 114 SPACING CRITERIA:1.24 CANDELADISTRIBUTION CANDELA TABLE LUMINANCE(cdlsq.m) LUMENS PER ZONE ZONAL LUMEN SUMMARY 0° 90° 0.00° 90.00' ZONE LUMENS ZONE LIKENS %LUMINAIRE 9o. 9D. 0° 9325 9325 0.00° 127802 127802 01-10° 886 0* -20* 3433 13% 10° 9100 9277 45.00° 118119 133887 10'-20' 2547 0°-30' 7340 27 8° so. 20° 86W 8967 55.00° 108458 132441 20'-30° 3907 0°-40° 12112 45% 70° 70° 30° 7831 8385 65.00° 85427 125703 30'-40' 4772 0°-60` 21603 81% 40° 6758 7460 75.00° 41872 97092 40'-50' 5002 0* -80* 26215 98% 60° �- 5()*5357 6269 85.00° 4571 48737 501-60° 4489 0* .90' 26438 99% 60°-70' 3201 so° 50' 60° 3639 4742 70°-80' 1411 40 40° 70° 1641 2932 80°-90° 223 30- 10000 30• 80° 209 969 za° 10' 0° i0° zo° 90° 15 39 CONE OF LIGHT INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0'-180' BEAM DIA. 90°-270° PC 80% 70% 50% 30% 10% 0% 6.0ft 259.0 fc 18.8 ft 18.8 ft pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 8.0 It 145.7 fc 25.0 It 25.1 ft 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 10.0 ft 93.3 fc M.3 It 31.4 ft 1 109 105 101 97 1D6 102 99 95 98 95 92 94 91 89 90 88 86 84 12.0 It 64.8 fc 37.5 It 37.6 It 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 14.0 ft 47.6 fc 43.8 ft 43.9 ft 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 66 62 59 16.0 ft 36.4 fc 50.1 ft 50.2 It 4 83 71 63 56 Bi 70 62 56 67 60 55 65 59 54 62 57 53 51 18.0 It 28.8 fc 56.3 ft 56.5 ft 5 76 84 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 20.0 ft 23.3 fc 62.6 ft 62.7 It 6 70 57 48 42 68 56 46 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 TEST NO.: EL08232228 SPACING CRITERIA:1.24 ZONAL LUMEN SUMMARY ZONE LIKENS %LUMNAIRE 0' - 20' 3149 13% 0° - 30° 6729 27% 00-40' 11108 45% 01-60° 19818 81% 0°-80' 24051 98% 0°-90° 24256 99% INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 94 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K.WD-BK(26000L) TEST NO.: EL08232228 INPUT WATTS:195.6 LUMENS: 26742 EFFICACY: 137 BEAM ANGLE: 114 SPACING CRITERIA:1.24 CANDELADISTRIBUTION CANDELA TABLE LUMINANCE(cdlsq.m) LUMENS PER ZONE ZONAL LUMEN SUMMARY 0° 90° 0.00° 90.00' ZONE LUMENS ZONE LIKENS %LUMINAIRE 9o. 9D. 0° 9325 9325 0.00° 127802 127802 01-10° 886 0* -20* 3433 13% 10° 9100 9277 45.00° 118119 133887 10'-20' 2547 0°-30' 7340 27 8° so. 20° 86W 8967 55.00° 108458 132441 20'-30° 3907 0°-40° 12112 45% 70° 70° 30° 7831 8385 65.00° 85427 125703 30'-40' 4772 0°-60` 21603 81% 40° 6758 7460 75.00° 41872 97092 40'-50' 5002 0* -80* 26215 98% 60° �- 5()*5357 6269 85.00° 4571 48737 501-60° 4489 0* .90' 26438 99% 60°-70' 3201 so° 50' 60° 3639 4742 70°-80' 1411 40 40° 70° 1641 2932 80°-90° 223 30- 10000 30• 80° 209 969 za° 10' 0° i0° zo° 90° 15 39 CONE OF LIGHT INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0'-180' BEAM DIA. 90°-270° PC 80% 70% 50% 30% 10% 0% 6.0ft 259.0 fc 18.8 ft 18.8 ft pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 8.0 It 145.7 fc 25.0 It 25.1 ft 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 10.0 ft 93.3 fc M.3 It 31.4 ft 1 109 105 101 97 1D6 102 99 95 98 95 92 94 91 89 90 88 86 84 12.0 It 64.8 fc 37.5 It 37.6 It 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 14.0 ft 47.6 fc 43.8 ft 43.9 ft 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 66 62 59 16.0 ft 36.4 fc 50.1 ft 50.2 It 4 83 71 63 56 Bi 70 62 56 67 60 55 65 59 54 62 57 53 51 18.0 It 28.8 fc 56.3 ft 56.5 ft 5 76 84 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 20.0 ft 23.3 fc 62.6 ft 62.7 It 6 70 57 48 42 68 56 46 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% PC 80% 70% 50% 30% 10% 0% pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 109 105 101 97 106 102 99 95 98 95 92 94 91 89 90 88 86 94 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 65 62 59 4 83 71 63 56 81 70 62 56 67 60 55 65 59 54 62 57 53 51 5 76 64 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 6 70 57 48 42 68 56 48 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24 ORHB4-LED-21000L-24000L-26000L-120.347V-35K-40K-50K.WD-BK(26000L) TEST NO.: EL08232228 INPUT WATTS:195.6 LUMENS: 26742 EFFICACY: 137 BEAM ANGLE: 114 SPACING CRITERIA:1.24 CANDELADISTRIBUTION CANDELA TABLE LUMINANCE(cdlsq.m) LUMENS PER ZONE ZONAL LUMEN SUMMARY 0° 90° 0.00° 90.00' ZONE LUMENS ZONE LIKENS %LUMINAIRE 9o. 9D. 0° 9325 9325 0.00° 127802 127802 01-10° 886 0* -20* 3433 13% 10° 9100 9277 45.00° 118119 133887 10'-20' 2547 0°-30' 7340 27 8° so. 20° 86W 8967 55.00° 108458 132441 20'-30° 3907 0°-40° 12112 45% 70° 70° 30° 7831 8385 65.00° 85427 125703 30'-40' 4772 0°-60` 21603 81% 40° 6758 7460 75.00° 41872 97092 40'-50' 5002 0* -80* 26215 98% 60° �- 5()*5357 6269 85.00° 4571 48737 501-60° 4489 0* .90' 26438 99% 60°-70' 3201 so° 50' 60° 3639 4742 70°-80' 1411 40 40° 70° 1641 2932 80°-90° 223 30- 10000 30• 80° 209 969 za° 10' 0° i0° zo° 90° 15 39 CONE OF LIGHT INDOOR COEFFICIENTS OF UTILIZATION pf 20% 0% MOUNTING HEIGHT FC AT BEAM CENTER BEAM DIA. 0'-180' BEAM DIA. 90°-270° PC 80% 70% 50% 30% 10% 0% 6.0ft 259.0 fc 18.8 ft 18.8 ft pw 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 8.0 It 145.7 fc 25.0 It 25.1 ft 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 10.0 ft 93.3 fc M.3 It 31.4 ft 1 109 105 101 97 1D6 102 99 95 98 95 92 94 91 89 90 88 86 84 12.0 It 64.8 fc 37.5 It 37.6 It 2 99 91 85 79 97 89 83 78 86 81 76 82 78 74 79 76 73 70 14.0 ft 47.6 fc 43.8 ft 43.9 ft 3 91 80 72 66 88 79 71 65 76 69 64 73 67 63 70 66 62 59 16.0 ft 36.4 fc 50.1 ft 50.2 It 4 83 71 63 56 Bi 70 62 56 67 60 55 65 59 54 62 57 53 51 18.0 It 28.8 fc 56.3 ft 56.5 ft 5 76 84 55 48 74 62 54 48 60 53 47 58 52 47 56 50 46 44 20.0 ft 23.3 fc 62.6 ft 62.7 It 6 70 57 48 42 68 56 46 42 54 47 41 52 46 41 51 45 40 38 7 65 52 43 37 63 51 43 37 49 42 36 48 41 36 46 40 36 34 8 61 47 39 33 59 46 38 33 45 38 33 44 37 32 42 36 32 30 9 57 43 35 30 55 43 35 29 41 34 29 40 34 29 39 33 29 27 10 53 40 32 27 52 39 32 27 38 31 27 37 31 26 36 30 26 24