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HomeMy WebLinkAbout20-23 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 ----48-- -50- - -- - _.m,. X 50.0' T T T S S S E E E - GAS GAS GAS - EX. 15" RCP X X X - W W '---r----- D& EX. FH W _____0_ W W -©- W PROPOSED FEATURES PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED EDGE OF GRAVEL PROP EG PROP. CURB & GUTTER PROP CG-6 PROP. REVERSE CURB & GUTTER PROP CG-6R PROPOSED CONTOUR 50 PROPOSED SPOT ELEVATION +50-0 PROPOSED STORM SEWER PROP. 24" ADS nr` PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T T T PROPOSED ELECTRIC PROPOSED GAS LINE PROPOSED WATERLINE PROPOSED WATER METER (2) I "WM PROPOSED FIRE HYDRANT PROP. FH COMMON LABELS & FEATURES PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES EASEMENT LINE PROPERTY CORNER FOUND QQ PARKING SPACE TOTALS 12 ADA HANDICAP PARKING STALL SIGNS ° SANITARY MANHOLE IDENTIFIER A O STORM DRAIN STRUCTURE IDENTIFIER LIGHT POLES l❑i { 77® LOCATION OF TEST PITS EROSION & SEDIMENT CONTROL FEATURES LIMITS OF CLEARING & GRADING INLET PROTECTION ® /p OUTLET PROTECTION ® OP CHECKDAM CD DIVERSION DIKE DD SILT FENCE W/ WIRE SUPPORT X X SF RIP RAP RR no no SEDIMENT TRAP r�% ST FREDERICK WATER CONSTRUCTION NOTES Rev. Jan. 2019 1. Frederick Waters Water and Sewer Standards and Specifications are available at www.fredefckwater. com 1. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 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 wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's 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 coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. A For services that connect to existing lines: a. Frederick Water shall furnish and install., i. all Wx-Y4 ", -a ", 1 ; 1 yz"and 2" water services it. all sewer services. b. The owner/developer shall: i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's engineering assistant it. submit an Application for Service and pay the required fees. 9. All water service lines must have a backfiow 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 backfiow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 104Z Any privately owned fire line, interior or exterior, shall also have a fire service HP Protectus 1I7 meter. This assemblyshall be installed immediate/ before the kfi prevention y be o e bac ow p even ion 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 backfiow prevention device, and/or its b. Fire service line's backfiow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved O&Mmanual. 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) 170 1 270 15 THESE NUMBERS ARE BASED ON CURRENT USE 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 shalcomply with the 2018 Virginia Uniform Statewide Building Code & Sections 306, F (Factory). ry). Other codes that apply are ICC/AN I A11 Z 1-2009 Accessible and the Usable Buildings & Facilities, International fire Code 2018, Virginia Energy Code 1018, the Virginia Mechanical Code 2018, and the 2018 Virginia Plumbing Code and NEC. 2. Proposed additions to existing structure shall not create a noncompliance with the building code. New additions will need to be of the same type of construction and shall meet the unlimited area requirements of Section 507 or a fire wall will be required. 3. All exits shall meet ANSI A11 Z 1-09, Exits shall terminate at a public way. A detailed fire exiting plan shall be provided with the building plans to Identify the location and travel distance to the accessible exits. New exits may need to meetANSI A117.1-09. 4. An accessible route shall be provided to the facility and to the main entrance. Handicap parking shall comply with ANSI A11 Z 1-09. Van accessible parking shall have a minimum 11' width with 5' unloading area or a minimum of F unloading area with an 8' width. Maximum 2% slope required for parking and unloading. 5. Maximum threshold at door shall not exceed 112 ". Walkways shall not exceed 5% slope. Slopes exceeding 5% shall be designed as ramps. 6. Accessible parking and unloading area shall have a striped area leading to the entrance when traveling over vehicular areas. 7. Please note the requirements in the Chapter 17 of VCC for special inspection requirements 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 Marshall's 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 # EXP. 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 VI. All work n this project shall conform h current editions and latest revisions to the Virginia Department of Transportation VDOT o t s p olect s a coo to a g p p (VOOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the 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 working 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 VOOT right of way. V4. The developer shall be responsible for relocating, at his expense, an and all utilities including traffic signal poles, 'unction boxes P P 9, P Y 9 9 P ,I controllers, etc., owned by VOOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facllltles or items that may be in conflict with the proposed construction activity. VOOT 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 VDOT. 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 VOOT prior 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. VDOT 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 work zone. 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. V11. All water and sewer lines within existing or proposed VDOTnght-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. All (ill 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 VOOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts 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 VOOT, density tests shall be performed by a qualified independent agency in accordance with UDOT Road and Bridge Specifications, Certified copies of all test reports shall be submitted to VDOT daily, unless specified otherwise. VI5. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VOOT. V16. A post Installation visual video camera inspection shall be conducted b the Contractor on a// pipes identified on the plans as storm sewer P / P Y PP pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for 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 culvert pipe 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, all required street signage and/or pavement markings shall be installed by the deve%per or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices, V19. The developer 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 VOOT 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 VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V22. In accordance with Section 302.03, the foundations for pipe 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 VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard P6-1. 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 VOOT. 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. VOOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V26. The foundations for all 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 VOOT Road and Bridge Standard PS-1. Contra to the Standard where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be Contrary P P P 9 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 TRIP GENERATION DATA ITE CODE ITE USE AREA 140 MANUFACTURING 26,780 sf 710 GENERAL OFFICE 6,0005f IN OUT TOTAL 17 5 22 17 1 10 DATA TAKEN FROM THE I. T E. MANUAL IN OUT TOTAL 8 7 15 15 71 86 LANDSCAPING NOTES AD7 83 153 236 TOTAL 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. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 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. VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION Owner TSM, INC PO Box 1445 Winchester, VA 22604 Phone - (540) 974-1130 Property Data Tax Map Number 43-(19)-39 Address 242 McGhee Road Area 5.32 acres Zoning M-1 Legal References DB 881, PG 1481 Existing Use Metal Fabrication Proposed Use Metal Fabrication -A doitioril Buildings Disturbed Area 0.98 acres Zoning Data Open Space Minimum 25% = 1.33 acres Open Space Proposed 25% = 1.37 acres F.A.R. Maximum 1.0 F.A.R. Proposed 0.17 Proposed Building Addition Data Type of Construction 2C - Metal Area 18, 000 sf Height 32 feet Max. Height Allowed 60feet USE., F-1(Low Hazard) Sprinklers not required. Total Floor Area = 35,580 sf 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: Verizon (301) 954-6282 Electric: Shenandoah Electric Cooperative (540) 450-0111 Gas: Washington Gas Co. (540) 869-1111 MISS UTILITY: 1-800-552-7001 C� oLC 7 'a C ° o 0 U fu 01 M CUCU o a�@I co LA m o ca _J Building Setbacks Front: Per Code 75' Nearest 112.6' Ex. Left Side: 25' 159' Pr. N Right Side: 25' 27.0' Ex. ��Gl m �O Rear. 25' 40.1' Pr 010 t1 y� Parking Setbacks Per Code Existing Ln Front., 10, 49.2' Left Side: S 26.0' z C�' C y Right Side: 5 5. 0' ` Z Rear., 5 36.0' WWOD Use for Parking Unit Tabulation Office (4000 so 1 per 250 sf 16 z Q 2 ti Warehouse (8) 1,5peremployee 12 zoo v s- c z C O Q y O 0 0 Required Existing i z o Parking Spaces 28 42 gLWLn z� y z W Q z Handicap Spaces 2 3 U) g� z z m C Loading Spaces (1:40K) 1 2 i o o Q i 7 o Q� C��OOyN Monument Sign Data Sign Area 50 sf Monument Sign Height 12 it SEE FREDERICK COUNTY ZONING ORDINANCE § 165-201.06 z Sheet Index o w Cover Sheet & General Notes Sheet 1 Site Plan Sheet 2 Grading Plan Sheet 3 Fire Marshal & Frederick Water Plan Sheet 4 Erosion & Sediment Control Plan Sheet 5 W Previous Plans 66-99 20-02 33-05 22-20 Zoning General Notes Maximum 1. This project will not disturb any environmental features as Environmental Existing Disturbance Proposed defined by the Frederick County Zoning Ordinance. responsible for obtaining or granting Features Acrea a Allowed Disturbance 2. The owner will be espo g g g I-.,- 0 0Oo/ easements shown on this plan. Floodp am °/ acres o 0 3. Easements will be recorded and copies sent to the parties Lakes & Ponds 0 acres 0% 0% involved. Wetlands >1AC 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% 5. There are no proposed modifications to the existing parking Retention Areas ares, trash storage areas, and/or signage. Steep Slopes >50% 0 acres 25% 0% Woodlands 0 acres 25% 00/0 APPROVALS Frederick County Zoning Administrator SP #20 - 23 Date Final Site Plan Approved by Frederick County Planning Department Reviewer Date 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 3. The Frederick Water approval is valid for three (3) years from date of approval. If construction is not in progress at the end of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. V �W Q ti Qt LQ Q Z W �W i, I� O O L2 Z ti DATE: APRIL 4, 2023 SCALE: N/A FILE NO. 0700 SHEET 1 OF 5 I I Proposed 149' Fire Lane 8" Compacted Gravel with 2" topsoil and seeding 43-(19)-20 OLD DOMINION FREIGHT LINE, INC. 130009885 USE., TRUCKING TERMINAL f4 ACRES Cn 20' FIRE LANE �j FH f� ' 0 DRAINAGE & UTILITY ESMT s RESERVED ALONG ALL PROPERTY LINES WITHIN THE PARK Cn u� _ M o \ \ DW DW 1i � FENCE (TBR) �� 168.0' 43-(19)-19 F WINCHESTER CASKET \ ' F-2 Use: Metal Fabrication COMPANY INC. ���'F 0 0 10, 080 sf DB 595, PG 274 \ `S' e FF=708.43' ZONED: M-1 00� o PROPOSED 12 X12 DUMPSTER USE: MANUFACTURING o ENCLOSURE TO f2.5 ACRES o � INSTALL, IF NEEDED \ \ �s WALL PACK LIGHTING WITH GLARE SHIELDING HUBBELL WP-1 FULL CUT-OFF MODEL # WP2CH175QT WALL -PACK LIGHT DETAIL OR EQUIVALENT W " ®® ^ I 4 '� 10 7t� •• I � UGE I III . 120, 0 o I EX. SIGN I 16 I III = 10' tall III ® Ex Office - 4, 000 sf 0 32 sf • I oo Storage - 2, 000 sf I I FLAG POLE FF=713.93' I Ff=709.93' s s s s-n� s , Y1 v a7.°.'. 3 I � rn IV r=il � •.11 •.•� °• •: x v w • \ \ S M `w _ M s _ wS 120.0' N m \ \ o Ex Warehouse - 7,200 sf rn FF=710.18' . - I E E INP 7o4�' — 43-(19)-30 F E E N 42°27'51 "E - 660.00' ON-SITEFUELING STATION W PAVED YARD SHED (TBR) F-2 Use: Metal Fabrication ' 7 500 sf addition (2020) 3 MAN DOOR o FF=708,43' 0 20'X16' OH DOOR Conc. Pad (TBR) a a o o O o O 0 0 — )C � F_-N �, 125.0' N �, . 2 4W W FH (TBR) _o � o o O O o O FH AJ-KG EP (4) BOLLARDS EG Re u 450 EP W EG 450 25'BRL S 42027'51 " W - 660, 00' A. D. KNOTTS EX. 10' UTILITY ESMT - 04001Q3�3 DEVELOPMENT, LLC. � � s 050015689 ZONED: III USE: MINI -STORAGE 12.5 ACRES \ II s s s N I �_ s s v s s s s � S�s�s to s /s W� s s ��— PAVED YARD s s V L.•�� w LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING 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. 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. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched, 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 § 165-203.01 Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). 10'x30' Co ver for Air Compressor o 43-(19)-39 FF=706.63' M TSM, INC. DB 881, PG 1481 ZONED: M-1 USE: SUPPLY SALES, MANUFACTURING, OFFICE, WAREHOUSE 1-5.32 ACRES SSMH EX, 30' FCSA ESMT TOP=709.84' DB 810,E PG 268 INV=701.4- \ — W Site Data Trees FH AJ-KG EP (4) BOLLARDS EG Re u 450 EP W EG 450 25'BRL S 42027'51 " W - 660, 00' A. D. KNOTTS EX. 10' UTILITY ESMT - 04001Q3�3 DEVELOPMENT, LLC. � � s 050015689 ZONED: III USE: MINI -STORAGE 12.5 ACRES \ II s s s N I �_ s s v s s s s � S�s�s to s /s W� s s ��— PAVED YARD s s V L.•�� w LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING 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. 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. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched, 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 § 165-203.01 Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). 10'x30' Co ver for Air Compressor o 43-(19)-39 FF=706.63' M TSM, INC. DB 881, PG 1481 ZONED: M-1 USE: SUPPLY SALES, MANUFACTURING, OFFICE, WAREHOUSE 1-5.32 ACRES SSMH EX, 30' FCSA ESMT TOP=709.84' DB 810,E PG 268 INV=701.4- \ — W Site Data Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 42110 = 4 Impervious Area < 100, 000 sf 1 per 2, 000 sf 100, 00012000 = 50 Impervious Area > 100, 000 sf 1 per 5, 000 sf 73,31115000 = 15 69 Green Area in Lot 5% of 26,602 = 1330 sf 14,818 sf = 56% provided Remaining Existing Trees - 74 Existing Gravel Lot 12"ADS 43-(19)-24 DEBRA AHLFELD 190000442 ZONED: M-1 USE: TRUCKING 2.3 ACRES ■ 0 N N co GRAVEL YARD O 15" HOPE (160) TIE IN DOWNSPOUTS Phase 1 F-2 Use: Metal fabrication Proposed 18, 000 sf addition FF=708,43' Ex. 8" Waterline (TB ) Ex. 20' Frederick Water to be relocated 0 0 Q 0 �o N 180,01 CO=706. Conc. Pad (TBR) 450 N O SSMH TOP=70\ M i INV=703.36' .36 s s TAP BY FRED, WATER 4 40.01 aim FH 43-(19)-IA RITE-VA2 WV A DMINIS tRA TOR, INC. o� 0 0 n U-) k O o 0 U C o1 0 0 � N O L� ti 0 J o o Red cer DB 888, PG 1465 y ;, ZONED: M-1 D USE: DISTRIBUTION a W CENTER o 129.77 ACRES INV=7 4.3' 1 0 0 _`• < o IV Pr. 20' Esmt with 8" DIP m W V �8 °TE LINER W v W WV 10 WV Q 70.92' I I I Ln w LULU X U') U Wun O C2V I W �zzVOD U, 00 W2��Wm00 Q Ln N I ¢� I o I Q j Z W Q �tiOo��' pc QO O O O O o �� z N N N LL'zUj ) co Phase 2 o �Zo-_ czz =o Use: Metal oo oF-2 o N Fabrication ;:, o J I Pr, 5, 000 sf ¢ z 10.0' FF=706,63' N o X 100.0 M o `�� W 12" SEWER MAIN (Ductile Iron) 12" WATER MAIN (PVC) 43-(19)-1 B TSM, INC. 040010354 ZONED: M-1 USE: WAREHOUSE 15.28 ACRES EXISTING SYMBOL TREE SPECIES QUANTITY M MAPLE 13 sM SCARLETT MAPLE 1 ow DOGWOOD 41 Ha HACKBERRY 3 wP WHITE PINE 16 74 o �W X O � DW '" — zWa� W I LU H WJ C) I ti �W O W I > > O W W W O Cr Q� ti Q X U)LU M M M M INV=703.9' — — — 121ADS y .6' � INV=703.8' - 8" GV — W W W W W — GRAVEL YARD TWIN 15" ADS PIPES DRAINING TO REGIONAL POND ON 43-(19)-1 POND DESIGNED, APPROVED, AND BUILT FOR STORMWATER QUANTITYAND QUALITY FROM THIS LOT IN 2019, 30' 0' 30' GRAPHIC SCALE a 6" OF 4000 PSI CONCRETE WITH WOVEN WIRE MESH a. 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL APRON SECTION '=708.49' 702.18' W - DATE: APRIL 4, 2023 SCALE: 1" = 30' FILE NO. 0700 SHEET 2 OF 5 I I Proposed 149' Fire Lane 8" Compacted Gravel with 2" topsoil and seeding 43-(19)-20 OLD DOMINION FREIGHT LINE, INC. 130009885 USE., TRUCKING TERMINAL f4 ACRES Cn 20' FIRE LANE �\ FH f 0 DRAINAGE & UTILITY ESMT s RESERVED ALONG ALL PROPERTY LINES WITHIN THE PARK Cn u DW tLA' N FENCE (TBR) �� 168.0' !27— 43-(19)-19 F WINCHESTER CASKET \ ' F-2 Use: Metal Fabrication COMPANY INC. ���'F 0 0 10,080 sf DB 595, PG 274 \ `S' e FF=708.43' ZONED: M-1 00\ o PROPOSED 12 X12 USE: o MANUFACTURING i \ s�j \ DUMPSTER f2.5 ACRES ,o p ENCLOSURE TO G. WALL PACK LIGHTING WITH GLARE SHIELDING HUBBELL WP-1 FULL CUT-OFF MODEL # WP2CH175QT WALL -PACK LIGHT DETAIL OR EQUIVALENT INSTALL, IF NEEDED cp s — s c� \ � s w :a _ _ II � d d•. I � UGE � \ N I III . 120.0' o I EX. SIGN I 16 I III = 10' tall III o 32 sf b Ex Office - 4, DDD sf ® I o Storage - 2, 000 sf n I I n FLAG POLE FF=713.93' I FF=709.93' s s s s-s'— , Y1 Y1 VC L In tW9 d ;� .d OJ. • d >. 3 V o�wII �.11 x � d d m w rn s w s s = _ w 120.0' \ s N \ \ o Ex Warehouse - 7,200 sf m FF=710.18' I E E INV =7047' — 43-(19)-30 F E E PAVED YARD N 42°27'51 "E - 660.00' D WW l N, err O i ON-S FUELi STAT, Loading Area W 43-(19)-24 DEBRA AHLFELD 190000442 ZONED: M-1 USE: TRUCKING f2.3 ACRES I SHED (TBR) F-2 Use: Metal Fabrication 3 MAN DOOR 7 500 sf addition (2020) o FF=708,43' 0 20'X16' OH DOOR Conc. Pad (TBR) a a o 0 0 0 0 0 0 N r, 125. 0' N �,,, �\ o (4) BOLLARDS 25'BRL S 42027'51 " W - 660, 00' A. D. KNOTTS EX. 10' UTILITY ESMT - 04001Q3�3 DEVELOPMENT, LLC. � � s 050015689 ZONED: M-1� III USE: MINI -STORAGE 12.5 ACRES \ II \ s s s s s s s � � s s�s� to s /s W� sue s��— PAVED YARD __g s V L.�w LIGHTING SHALL CONFORM TO FREDERICK COUNTY ZONING 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. LANDSCAPING NOTES I. 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. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched, 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 § 165-203.01 Bof the Frederick County Zoning Ordinance. (Plant selection, planting procedures, and maintenance). 43-(19)-39 TSM, INC. DB 881, PG 1481 ZONED: M-1 USE: SUPPLY SALES, MANUFACTURING, OFFICE, WAREHOUSE f5.32 ACRES SSMH EX, 30' FCSA ESMT TOP=709.84' DB 810,E PG 268 INV=7p1.41� \ — W Site Data Trees Requirement Calculation Parking Stalls 1 per 10 Stalls 42110 = 4 Impervious Area < 100, 000 sf 1 per 2, 000 sf 100, 00012000 = 50 Impervious Area > 100, 000 sf 1 per 5, 000 sf 73,31115000 = 15 69 Green Area in Lot 5% of 26,602 = 1330 sf 1 14,818 sf = 56% provided Remaining Existing Trees - 74 �-� W W FH (TBR) _o � o 0 0 0 0 o � � Existing Gravel Lot W 12"ADS ■ 0 I N N co GRAVEL YARD p 15" HDPE (160) TIE IN DOWNSPOUTS Phase 1 F-2 Use: Metal fabrication Proposed 18, 000 sf addition FF=708,43' Ex. 8" Waterline (TBR) Ex. 20' Frederick Water to be relocated 0 0 Q O �o N 180,01 L6 CO=706. N O SSMH TOP=708.22' \ M i INV=703.36' s s TAP BY FRED, WATER 4� 40.01 FH 43-(19)-IA 71, RITE-VA2 WV A DMINIS tRA TOR, INC. o� 0 0 n U-) k O o 0 U C o1 0 0 � N O > Z) �z L' ti 0 t J o o r_�' Red cer DB 888, PG 1465 ZONED: M-1 D USE: DISTRIBUTION CENTER ±29. 77 ACRES INV=7 4.3' 1 a IW I _ X I LU I O 1 oG X� ,-i ✓ `V aN I >_ z w i I Pr. 20' 0 I \IVo T i WV108„TE �, I W z z LINEA WV10WV 5. a 70.92'� Uu I o^ I14 =aow000 Q a Q IW W Q Conc. Pad (TBR) 450 ¢ Fabrication o J I Pr, 5, 000 sf ¢ z 10.0' FF=706,63' N o X 100.0 M o `�� W 12" SEWER MAIN (Ductile Iron) 12" WATER MAIN (PVC) 43-(19)-1 B TSM, INC. 040010354 ZONED: M-1 USE: WAREHOUSE 15.28 ACRES EXISTING SYMBOL TREE SPECIES QUANTITY M MAPLE 13 sM SCARLETT MAPLE 1 ow DOGWOOD 41 Ha HACKBERRY 3 wP WHITE PINE 16 74 ~ W � = I I zWg T W X a CR5 ti W W I� zp ��V� �S ' DW V) zWa� W �X I w �t � a W U Q Iti ��W 1:)W I > > O W W W O X w MC"MLU MM INV=703.9' — — \ 12"ADS y .6' � INV=703.8' - 8" GV — W W W W W — GRAVEL YARD TWIN 15" ADS PIPES DRAINING TO REGIONAL POND ON 43-(19)-1 POND DESIGNED, APPROVED, AND BUILT FOR STORMWATER QUANTITYAND QUALITY FROM THIS LOT IN 2019, 30' 0' 30' GRAPHIC SCALE a 6" OF 4000 PSI CONCRETE WITH WOVEN WIRE MESH a. 6" OF 21-B COMPACTED TO 95% DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL APRON SECTION '= 708, 49' 702.18' W - DATE: APRIL 4, 2023 SCALE: 1" = 30' FILE NO. 0700 SHEET 2 OF 5 a SIGN 'D' , SIGN 'D' SIGN 'C' SIGN A'(, / j 168.0' STrEQ (TBR) \ F-2 Use: Metal Fabrication F-2 Use: Metal Fabrication Ill \ 0 10,080sf 7,SOOsfaddition (2020) ff=708.43 �, •. Conc. �adl (TBR) FF=708.43 a — _-�s s s °¢ 125.0' I o ' ' �fH {TBR) ti , L.� EP I 2 Phase 1 F-2 Use: Metal Fabricat6 Proposed 18,000 sf addlNon FF=708.43' Ex. 8" Waterline (TBR) — W w W Ex. 20' Frederick Wate/ to be relocated / / / 82 180.0' / a ,.-706 N ' m � I I i --Il :: EG 120,0' I II ( cP ✓ 705 w 15 ySSy I ( I + ExO Office 4,000sf I { (\ I\ � Storage -1000 sf o ° 5 a I FF=713.93' fF=709.93' iiv-5— I m ' :'' • ' I 1 t 1 V v \\\\\\ . ♦.d • ••a la • q \ Q m O N 120.0' \ \ Existing Gravel Lod l Ex Warehouse - 7,200 sfrn FF=710.18' d IAN eA Ln r E E E E INV-104-.7 ,�709,8 14 NO TREES, SHRUBS, OR FENCES SHALL BE PLACED WITHIN ENTRANCE SIGHT LINES 710 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 705 700 695 12"ADS 11"SEWER MAIN (Ductile Iron) W W w 12" WATER MAIN (PVC) ✓ 70 - Pr. 20' Esmt with 8" DIP n +' INV=703. 30' 0' 30' GRAPHIC SCALE PLACE THE 4"SEWER LATERAL IN AN 8" SLEEVE FROM THE CLEANOUT TO THE PROPERTY LINE (40 i DUE I w TO SHALLOW PLACEMENTAND FUTURE WATERLINE CROSSING I TOP�/08.12' \ 1.P INI&703.� 6' g / TIEM DOWNSPOUT;5 s " e "I7AP BYfRED WATER IL lateral 0' — INSTALL RIP -RAP OUTLET PROTECTION' i SI¢}Il Conc. Pad (TBR) � ' ti s W y�' INV=7 ee+�� o W � IGN D' I i v 7POSED 1 TER ME,ZEsR,— 8 2 5' yA 706 2 o' UZI W f w � 4 j � y I o e o I'X t ~ Phase 2 ¢ F-2 Use: Metal fabrication Pr. 5,000sf FF=706.63' 50.0' � T � �h ✓ W / 0y0 7A. ) y9 ( X a 0 . j 1 NV=703.9' / I 12" ADS —6 is 8 DUCTILE IRO W ¢ O�y m m ti my a a to k 00 �s Oti ti ry ti ry 4'S� 0+00 0+50 1+00 1+50 1+00 WA TERLINE A 710 710 705 705 700 700 695 695 0 r a� 48"MFN. COVER — — — 8, UCIIL� N IRON PIPE J O ¢ 23 W W K > W £4 W W ao y 00 b ¢m oc o o W N asp 0+00 0+50 WA TER LINE B 710 705 700 COD 01 O _ o0 N CD U o^0 fo O fo CM::: M O U Rmw a) 5� N N o a0 , @� co v y CID J �3C WUCSW°DOO �xoo"'o�'I; i�8K,:5 3' ('n 7 � W£ W Z ZILI m¢ Q. W 2 V z ti U O O tn N z O En w ti CIO C O �W r z. L O Z W OW i , I� O O Z ti DATE: MAY 4, 2020 SCALE: 1" = 30' FILE NO. 0700 SHEET 3 OF 5 FREDERICK COUNTY FIRE MARSHAL NOTES SECTION D101 GENERAL D101.1 Scope -Fire apparatus access roads shallbe in accordance with this appendix and all other applicable requirements of the International Fire Code. SECTIOND102 REQUIREDACCESS D102.1 Access and loading -Facilities, buildings or portions of buildings hereafterconstructed shall be accessible to fire department apparatus byway ofan approved fire apparatus access road with an asphalt, concrete orother approved drivingsurface capable ofsupporting the imposed load of fire apparatus weighing at least 75,000 pounds (34 050 kg). SECTION D103 MINIMUM SPECIfICATIONS D103.1 Access road width with a hydrant - Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet (7925 mmJ, exclusive of shoulders (see figure D103.1). D103.1 Grade -Fire apparatus access roads shall not exceed 10 ercent in grade. Exception: Grades steeper than 10 arce t as approvedby the fire chief. D103.3 Turnip Radius - The minimum turnip radius shall determined b the fire code official g g Y � D103.4 Dead Ends - Dead-end fire apparatus access roads in excess of 150 feet (45720 mm) shall be provided with width and turnaround provisions in accordance with Table 0103.4. TABLED103.4 REQUIREMENTS FOR DEAD-END FIREAPPARA TUSACCESS ROADS LENGTH(feet) WIDTH(feet) TURNAROUNDS REQUIRED 1. LengthO'-150 a. 20' width required, b. no turnaround required 2. Length 151'-500' a. 10' width required b. Turnaroundrequired•120'hammerhead,60"'Wor96'diametercul-de-sac 3. Length501'-750' a. 26' width required b. Turnaround required: 120'hammerhead, 60"'Y; or 96' diameter cul-de-sac 4. L ength greater 750' a. Special approval required D103.5 Fire apparatus access roadgates Gatessecuring the fire apparatus access roads shall comply with all of the following criteria: 1. The minimum gate width shall be 20 feet (6096mm). 2. Gates shallbe of the swinging orsliding type. 3. Construction ofgates shallbe of materials thatallow manual operation byone person. 4. Gate components shall be maintained in an operative condition atall times and replaced orrepaired when defective. 5 E/ectricgates shall be equipped with a means of opening thegate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manua/openinggatesshall not belocked withapadlockorchainandpad/ockun/esstheyarecapab/eofbeingopenedbymeansofforcibleentry tools or when a keybox containing the keys) to the lock is installed at thegate location. 7. Locking device specifications shall be submitted forapproval by the fire code official. 8. Electricgate operators, where provided, shal/be listed in accordance with UL 325. 9. Gates intended forautomatic operation shall be designed, constructed and installed to comply with the requirements ofASTM F2200. D103.6Signs. Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARKING - FIRE LANEsigns complying with Figure D103.6 Signs sha//have a minimum dimension of 12 inches (305 mmJ by 18 inches (457 mmJ high andhave redletters on a white background. Signs shall be posted on one or both sides of the fire apparatus road as required bySection D103.6.1 or D103.6.2. D103.6.1 Roads 20 to 26 feet in width -Fire lane signs as specified in Section 106.3 sha/l be posted on both sides of the tire apparatus roads that are 20 to 26 feet wide. D103.6.2 Roads mare than 26 feet in width - Fire lane signs as specified in Section 106.3shall be posted on one side of fire apparatus access roads more than 16 feet wide and less than 32 feet wide. SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS D104.I Buildings exceeding three stories or30 feet in height 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. D104.2 Buildings exceeding 62,OW square het in area Buildings or facilities having a gross building area of more than 62,000square feet (5760m2) shall be provided with two separate and approved fire apparatus access roads. Exception: Projects havingagross building area of up to 124, 000 square feet (11520 m2) that have a single approved fire apparatus access road when all buildings are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness 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 orarea to be served, measured in a straight line between accesses. SECTIONDIOSAERIAL FIREAPPARATUSACCESSROADS D105.1 Where required Where the vertical distance between the grade plane and the highest roofsurface exceeds 30 feet (9144 minJ, approvedaerial fire apparat us access roads shall provided. For purposes of this section, the highest roof surface shall be determined bymeasurement to the eave ofa pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever isgreater. D1052 Width Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D1053 Proximity to building At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mmJ and a maximum of30 feet (9144 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 road is positioned shal/be approved by the fire code official. D105.4 Obstructions Overhead utifityand powerlines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be placed with the approval of the fire code official. ¢9"Generalrequirements. The following requirements shallappy to alf construction Orland development activities in areas of the County to which this article applies: A. Means of access forfireDepartmentapparatus. (1) The means of access for Fire Department apparatus and personnel shall consist of fire lanes, private streets, streets, parking lot lanes ora combination thereof. (2) Parking in any means of accessshallnotbepermittedwithin15feetofafirehydrant,sprinklerorstandpipeconnectionorinanyothermannerwhich will obstructor interfere with the Fire Department's use of the hydrant or connection. (3) 'No parking"signs oranother designation indicating that parking is prohibited shall be provided at all normal and emergency access points to structures and within 15 feet of each fire hydrant, sprinkler orstanclol connection. B. Fire lanes. (1) The Fire Marshal or his/her designated representative, in concert with the local volunteer Are company, may designate both public and private fire lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shal/be marked in a manner prescribed by the Fire Marsha/ or his/her designated representative. Parking in a designated fire lane shall be controlled by Chapter 158, Vehicles and Traffic, of the Frederick County Code. (1) Fire lanes sha/I be at least 20 feetin width, with the road edge closest to the structure at least 10 feet from the structure, be constructed ofa hard all-weathersurface adequately designed to support any fire apparatus likely to be operated in such fire lane orbe ofsubsurface construction designed to support the same loads as the above surfaces andbe covered with no more than three inches ofsoi/orsod, orboth, andbe designed with radii of sufficient length to allow forsafe turning by any fire apparatus likely to be operated on such fire lane. (3) Firelanesconnectingtopublicstreets,roadwaysorprivatestreetsshallbeprovidedwithcurbcutsextendingatleasttwofeetbeyondeachedgeof the fire lane. (4) Chains or other barriers maybe provided at the entrance to fire lanes orprivate streets, provided that theyare installed according to the requirements of the AuthorityHaving Jurisdiction. C. Parking lot lanes - Parkinglot lanes shall have a minimum of 15 feet clear width between rows of parked vehicles for vehicular access and movement. A Location of structures. 1 At least three perimeter walls ofa/]industrial commercial public orsemi ubllc or residential structures with three or more dwelling nits rs c u () p , p p g u pe tru t re shall be within 200 feet of street, Are lane, orprivate street. (2) Structures exceeding30 feet in height shall not beset back more than 50 feet from a street, fire lane orprivate street. (3) When any combination ofprivate fire -protection facilities, including but not limited to fire -resistive roofs, fire separation walls, space separation and automatic fire-extinguishingsystems, is provided, and approved by the Fire Marshal or his/her designated representative as an acceptable alternative, Subsection D(2) shall not apply. (4) The Fire Marsha/ or his/her designated representative may, in concertwith the local volunteer fire company, require at least two means of access for fire apparatus to all commercial and industrial structures. Those access ways shall meet the requirements of Subsection B(3). (5) Landscaping orother obstructions shallnot be placedaroundstructures orhydrants in a mannerso as to impair or impede accessibilityfor fire-Aghting and rescue operations. E. Watersupply. (1) Watersupp/ysystems shallbe designed so as to be capable of supplyingatleast 1,000gallons per minute at 20 pounds persquare inch. Water supplies shall be made available and operational before combustibles are on site during construction. (2) In 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 with three to five dwelling units per structure, there shal/be a hydrant within 300 feet of al/units. In areas developed with six or more dwelling units per structure, there shall be at least two hydrants within 300 feet of all units. In areas developed with industrial or commercial deve/opment(s), there shall be a hydrant within 300 feet of allportions of an structure. Where one hydrant is dedicated to the operation of a standpipe there shall Y P Y Y Psystem, be at least one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall not be farther than 50 feet from the standpipe. Distance measurements under this section shall be along center -line roadwaysurfaces or a/ongsurfaces meeting the requirements ofafire lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directly from a roadwayand/or fire lane. (3) Fire hydrantsshallbe markedin accordance with the Frederick CountySanitationAuthoritypolicy. (4) Fire hydrants located in parking areas shall be protected bybarriers that will prevent physica/damage from vehicles. (5) Fire hydrants shal/be located within three feet of the curbline offfre lanes, streets orprivate streets when installed along such access ways. (6) Fire hydrants shall be installed in accordance with the standards of the Frederick CountySanitation Authority. (7) ThreadsonfirehydrantoutletsshallconformtofrederickCountySanitationAuthoritypolicy. (8) Fire hydrants shallbesuppliedbynot less than asix-inch diametermain. F. fireprotection during construction. Trash, debris and other combustible material shall be removed from the construction site as often as necessaryto maintain a ffresafe construction site. G. Plans.Complete as-builtbuildingfoorp/ans,sitep/ansandplansoffire-suppressionsystemsshallbesubmittedtotheChiefBuildingOf"cia/and Fire Marshal, or theirrespective designated representatives, prior to issuance of the final certificate of occupancy. SIGN TYPE "A" SIGN TYPE "CI' SIGN TYPE I'D" NO PARKING OR STANDING FIRE LANE Standard wording with an arrow on the bottom pointing to the right. One sign mounted parallel to the line of curbing or pavement edge at the end of the painted area. PARKING STANDING FIRE LANE NO PARKING OR STANDING FIRE LANE NO PARKING OR STANDING FIRE LANE Standard wording with Standard wording with an arrow on the bottom no arrow. One sign pointing to the left. One mounted parallel to the sign mounted parallel to line of curbing or the line of curbing or pavement. pavement edge at the end of the painted area PARKING STANDING No More Than 50 feet Limits of Fire Lane PARKING STANDING FIRE LAN finished grade dawn bend W = down bend communed length of pipe (PVC or DIP) depth 4 It. Coln. W = up bend restrainetl length of pipe (PVC or DIP) W � 0 -pipe Olameter up bend / 4e depth n / Each side of any veri offset bend shell be restrainotl. In addition, any joint that falls wMih the specified length on each side of the Man shell be restrained. D Lu D V B•&12' 1 10, 16'&21Y 24• 45° Ld (fit 20 4o So W W(It) 20 20 ZO 20 0 6 8'&1Y 16', 18'&20' 24° 22 lie Ld (it) 20 20 40 40 W (fl) 2p 20 20 20 D 6' 8-&10 11 1W W (it) 20 20 20 20 W (it) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 la m location mark CONCRETE CRADLE location STANDARD lacetiah CONCRETE ENCASEMENT TRENCH & BEDDING -1- all Clark All ball to be Compacted to 95% of ASTM DOB marmum density. CONCRETE ARCH 4'$.]act eckfill Concrete pad 18" dla x6' deeper finished grade screw type adjustable valve box vat's box 48" an location marker etlaptor jdnt valve restrsinatl It min rro a V adect sckfill a O.D. MAR 18 �1n-ro z4-� `8'x 8k 16-solitl block for 12' Valve 6",8"and 12' concrete pad 18. Concrwow1IIyd1...6'd..p I/ finished grade 1/ d1a.x6'deep 6'stone screw type adjustable I Nota: valve shall °s ne 6 w 24"Coln. in. valve box be bevel ear 9 screw type vase restrained a main ryes adjustable al box Note: vase shall valve box be spurgear valve box adaptor type adaptor l ovevaatan B'x 8"x 16' solitl black D103.7 Curb Designation. Where curbing is provided adjacent to fire lane, it must be painted yellow within the limits of the fire lane. In areas without curbing a 6 inch yellow line shall be applied to the edge of pavement. Paint shall be highway traffic grade. 6" 6" Curbs shall be identified by a 6 inch yellow paint stripe on the top and side. 6" Rolled curbs shall be identified by a 6 inch yellow paint stripe to the top. L 6" 1� Roads with no curbs shall be identified by a 6 inch yellow stripe. Water 16", 16', 2W and 24' GATE VALVE .5- vase mstralned to ma n 8'x B°x 1G solid block y-° Forced Sewer APO 09 If -L In addition to restraining each joint Di the fitting, any joint thaltalls wthln the specfied length of each trench of the fitting shell be restrained. L = hostralned length of pipe (PVC or DIP) D = pipe diameter D W 8• 12' 1(1 18- 2P 24' L(it) EO 60 too im im 140 16D TEE, CROSS, WYE D L =restrained length of pipe (PVC or DIP) D = pipe diameter W. 221/2°, 111/4° ❑ 1 6' I 6' I 12° 1 16' Is- I ZR 1 24" L(0) I 20 1 20 1 20 1 20 1 20 20 I M HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- C,, "d 6' dis. schedule 40 $teel h . filled with concrete P P 3' and painted yellow qz, finished Tf T grade 2' ki IS 6: concrete do encasement .4 •V/ L. 3 u BOLLARD DETAIL NOTE: Weep holes shell not be subject to being submerged If Installation is in an area having a high groundwater able, the Authoinys engineer shell be contacted for hydr.M relocation. as required finished grade SIGN D' FEB 09 stone to be - minimum of 6' above top of base stone l joint 1 restraint. x 6• deep screwtype adjuat2bevalVe1bDx Vasa box adaptor i-locatw marker O FIRE HYDRANT ASSEMBLY -S- (4) BOLLARDS Z f PAINT CURBING YELLOW 8" G '5REDUCER B - W WATERLLNE A 20' 0' 20' GRAPHIC SCALE i ❑1 _�Eb Dz Both joints of the fltling shall be restrained. In addltlon, all joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of D2 Dt pipe (PVC or DIP) D = pipe diameter B• 1 12' 1 16' 1 1B- 2V 24" 6' 40 60 1 100 1 120 120 140 a' - 60 W 100 120 140 80 100 120 Is- - - 40 60 laid I& - - - - 40 Bo 20• - - - - - s0 REDUCER L L In addnlon to reslralning the Connection, any joint that tells within the spedfied length shall be restated. ed. 0 1 I U. I B' 12' 16• 1 le" 2W 24- L(ft) 1 60 1 SO 100 120 120 140 1 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END .3- L = resbelned length of pipe (PVC or DIP) D = pipe diameter treated n 4" with top 6- painted blue PJ%FIP anti 1"cou Iln p gl MIP plastic plug on S tail piece ILI meter box 24' and cover \ grade i 3/4'ironslake # i• CTS Polyethylene tubing (PET) 200 psl wtth s8 inserts or ell connections Opposite Sid. eddla with Corp stop 12 gauge solid Insulated copper wire for line tract PPe rg, stone taped at 1D foot Intervals ■ 141 k l31 O zr o jzi o^ Vcoo^ C Ot3 o R: NCIN O N rp L C 7 61 , ti m ° C M^O C tu r J ti FEB 09 NH ,1QGl c° �O 00 O L �N = y�2 < Pao F I INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to instellatlon. 2. Water service amusing street: a. Encase In 3- diameter SCH40 PVC or SDR21 pipe. The piping shall run tam one toot beyond skewalN, across the street, to one foot beyond side.Velk. mechanical joint C. Install 12 gauge solitl insulated Copper wire (far tine Cabal from Corporation sap to into rho meter box [wrap wire Nei tee with wound corporation slop; wire to be Wood to top of PET a 10 toot intervals; come up into meter box; wrap around 6'trench bottom of angle ball valve; terminate with IT tail piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE x 3/4", %a' AND 1" METER INSTALLATION APR 09 -B- MAR 22 �t ✓a .. s� I• S ' S (2) BOLLARD FH x8" RDUCER -G i X z rrf �r LV 0 ¢ a O h N 20' 0' 20' GRAPHIC SCALE SSM TOP IN V-- ti J O ` o a W LU ti �W LU O -� Imo• 1i Z,_ ICK ~� Q� LQ O LW I �� CK4 Q) �I O m W Z U DATE: MAY 4, 2020 SCALE: 1" = 50' FILE NO. 0700 SHEET 4 OF 5 E & S CONTROL STANDARDS E & S CONTROL NARRATIVE 1. Permanent or temporary soil stabilization shall be applied to denuded Project Description 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 This site is located at 242 McGhee the intersection of McGhee Road and Welltown denuded areas that may not be at final grade but will remain dormant for Road in Stonewall Industrial Park. The purpose of this plan is to construct an longer than 30 days. Permanent stabilization shall be applied to areas that addition onto the fabrication building. are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall Existing Site Conditions be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of This site has been developed since 1985. The area of the addition contains a all soil stockpiles on site as well as borrow areas and soil intentionally concrete and is also compacted gravel for outdoor storage. transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not Adjacent Parcels otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, The adjacent parcels are large lot industrial uses. mature enough to survive and will inhibit erosion. Soils 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 This 10 acre lot contains three soil types determined from the USDA's "Soils land disturbance takes place. Survey of Frederick County, VA. " The first is #56 Carbo-Oaklet silt foams. The ( ) second (#32B) Oaklet Silt Loams, and finally (#39B) Swimley Silt Loams. These 5. Stabilization measures shall be applied to earthen structures such as soils are classified as a hydrologic soils group C. These soils have medium dams, dikes and diversions immediately after installation. emoib/lity and runoff. 6.Sediment traps and sediment basins shall be designed and constructed Erosion Control Program 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 • Install construction entrance with wash rack yards per acre of drainage area and the trap shall only control drainage • Install silt fence areas less than three acres. • Install the inlet and outlet protections b. Surface runoff from disturbed areas that is comprised of flow from . Grade site and seed all exposed surfaces immediately upon reaching final grade drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin General Erosion and Sediment Control Notes f VE$H Table 6 1) 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 ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment twenty-five year storm of24-hour duration. Runoff coefficients used in control practices will be constructed and maintained according to minimum runoff calculations shall correspond to a bare earth condition or those standards and specifications of the Virginia Erosion and Sediment Control Handbook conditions expected to exist while the sediment basin is utilized. and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively ES-2. The plan approving authority must be notified one week prior to the within one year of permanent stabilization shall be provided with additional pre -construction conference, one week prior to the commencement of land slope stabilizing measures until the problem is corrected disturbing activity, and one week prior to the final inspection. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or ES-3. All erosion and sediment control measures are to be placed prior to or as slope drain structure. the first step clearing P m g 9. Whenever water seeps from a slope face, adequate drainage or other ES-4. A copy of the approved erosion and sediment control plan shall be protection shall be provided. maintained on the site at a// times. 10. A// storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance ES-5. Prior to commencing land disturbing activities in areas other than indicated system without first being filtered or otherwise treated to remove sediment. 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 113efore newly constructed stormwater conveyance channels or pipes are review and approval by the plan approving authority. made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance ES-6. The contractor is responsible for installation of any additional erosion control channel and receiving channel. measures necessary to prevent erosion and sedimentation as determined by the 12. When work in a live watercourse is performed, precautions shall be plan approving authority. taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. ES-7. All disturbed areas are to drained to approved sediment control measures at Nonemd/ble material shall be used for the construction of causeways and all times during land disturbing activities and during site development until final cofferdams. Earthen fill may be used for these structures if armored by stabilization is achieved. nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more ES-8. During dewater/ng operations, water will be pumped into an approved than twice in any six-month period, a temporary vehicular stream crossing filtering device. constructed of nonerodible material shall be provided. ES-9. The contractor shall inspect all erosion control measures periodically and 14. All applicable federal, state and local regulations pertaining to working after each runoff -producing rainfall event. Any necessary repairs or cleanup to in or crossing live watercourses shall be met, maintain the effectiveness of the erosion control devices shall be made 15. The bed and banks of a water course shall be stabilized immediately immediately. after work in the watercourse is completed. Frederick County Note: 16. Underground utility lines shall be installed in accordance with the The Public Works and Engineering Department will retain the right to add to or following standards in addition to other applicable criteria: modify these erosion and sediment control measures during the construction a. No more than 500 linear feet of trench may be opened at one time. Process, within reason, to ensure adequate protection to the public and environment. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flawing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. STONE CONSTRUCTION ENTRANCE f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect pa ved or public 70' MIN. EXISTING A PAVEMENT O, 5,1 1 roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported FILTER CLOTH g- MIN. AlMOUNTABLE BERM onto a paved or public road surface, the road surface shall be cleaned (OPTIONAL) thoroughly at the end of each day. Sediment shall be removed from the SIDE ELEVATION roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is EXISTING GROUND removed in this manner. This provision shall apply to individual 70' MIN. development lots as well as to larger land -disturbing activities. 18.A1/temporary erosion and sediment control measures shall be removed B vASHRACK 10' roN (OPTIONAU within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program 10, MIN 12' MIN.' EXISTING authority. Trapped sediment and the disturbed soil areas resulting from the PAVEMENT disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. T VDOT 01 I �� POSITIVE ORA[NAGE 10' MIN 19. Properties and waterways downstream from development sites shall be COURSE AGGREGATE B TO SEDIMENT I TRAPPING DICE protected from sediment deposition, erosion and damage due to increases • MUST EXTEND FULL NOTE OF INGRESS AND EGRESS PLAN VIEW in volume, velocity and peak flow rate of stormwater runoff for the stated OPERATION frequency storm of 24-hour duration in accordance with the following standards and criteria: 3 MIN. SEEDING SCHEDULE (PER SECTION 3.32 OF VESH) 1• MIN. 1.) Topsoil will be spread at a minimum depth of 4". 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate F LTER cLDTH SECTION A -A of 92 lbs per 1000 square feet (2 tons per acre). _ 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs g 7 per acre). ' :; .' ::`'r _ ' :,. ;:;. t•:. 4.) Seed mix will consist of75% Kentucky 31 Tall Fescue, 10% Annual Rye, I'..: •'' < '. • . .. •.' ::(:: *' .:s,+ v i •. 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. r 5.) Straw mulch will be applied to a// seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 'gallons REINFORCED mNCMETE DRAIN SPACE SECTION B-B per acre. Va. PIPE OUTLET CONDITIONS CONSTRUCTION' SILT FENCE A (WITH WIRE SUPPORT) APM�4'0 1. SET POSTS AMID EXCAVATE A 4"X4' 2. STAPLE MRE FENCING TO THE POSTS. ftA OF POSTS. any f PLAN VIEW DEFINED CHANNEL lsl-.11� SECTIONFLOW NOTES:FILTER CLOTH KEY IN 6'-9'; RECOMMENDED FOR ENTIRE PERIMETER FENCE AMID EXTEND IT INTO THE TRENCH. ••• • . RIPRAP, GABION APRONBASKET, OR CONCRETE, 2. La IS THE LENGTH OF THE RIPRAP . USING PLATES 3.18-3 AND 8-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER,• PlateLESS THAN 6 INCHES. Source: Va. DSWC OUTLET PROTECTION CULVERT DIA. I Q -10-YR Velocity WIDTH A LENGTH STONE 1 1 1211 1 0.97 cfs 2.63 ft/s 36" 8' 6" STORMWA TER NOTE The regional stormwater pond built on TSM-United Parcel accounts for the stormwater management and the stormwater quality of this site. The pond was designed using the redevelopment spreadsheet for the entire drainage basin with this impervious area already included. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL x EXTENSION OF FABRIC AND MRE INTO THE TRENCH. FILTER FABRIC A MOBE I fmm Installation of SOmw and Fabric Flter Barriers for Sediment Control, PLATE. 105-1 SOILS MAP - 1 400 SYMBOL E & S DEVICE QUANTITY U k o� CONSTRUCTION ENTRANCE 1 each o 0 LCG LIMITS OF CLEARING &GRADING 0 98 ac Ilk to o I! J - PS PERMANENT SEEDING 10.2 acco V e� I I 1 �'• ' J : / ` T 40B ,^I WIRE SUPPORTED SILT FENCE 550 ft Cn I III I I , INLET PROTECTION 1 each N 32B if SB i III �I 1 `� OP OUTLET PROTECTION 1 each cc° Q I�QJ 1 ) / 1 CD LO SITE _ ! 8B M 39B 7�-17 7 326 �-- I � � I 1 CODE SOIL NAME HYDROLOGIC GROUP CARBO SILT LOAMS C I \",`\ I I � 32,1 OAKLETSILTLOAMS C I'll 398 SWIMLEYSILTLOAMS C �tiQGSNI m dO /" .0 00 `;� � I z (n I� I III g� 1 CCzoo`)o z �; w'Z U. z S`L'n��Z2moto v _ \ \ \ y X ib,4TSOZ70f�,1' p Q, z Z J o - --oe? ` "; a IN 703.�?6' o � x 168.0' \ - - - � � co \ SliEe (TBR) , I' OPz ^ F-1 Use: Metal Fabrication F-2 Use: Metal Fabrication t 0 10, 080 sf 7,500 sf addition (2020) Conc. Pad (TBR) I 1 11 w e Ff=708.43' FF=708.43' 7Conc. Aad (TBR) °dp I { °5' ('D - - I 1 s s ^,5 Ex. 8" Waterline (TBR) / 7°h' �� LU v3i s -m i., .. ..: -s° W W W W% W W u,o(nQ 4 ° _- FH (rBR) Ex. 20 Frederick Water to be relocated ti I d 1 y o o w f o 1 0 { I zouJo LU tv JU, UGe i V - ° 120.0' EG Pr. 20' Esmt with 8" DIP \! I 11706 I I o Ex Office - 4,000 sf\ Storage - 2,000 sf I°jo ° ` 706 i ' T , CG FF=713.93' FF=709.93' r •,: T I b 4 i 4:,' 1 I Qk Z- 1 }j N 5 i ,a* S s S 120.0' q \ Existing Gravel Lo I Ex Warehouse - 7,200 sf FF=710.18' III F E -4 E E INV=7047 W Y 1 ,oft`' rV=703.9' X . ! R ADS Ir INV=703.8 - `"..6' 1 v - ••. � v \w «-' \ DATE: MAY 4, 2020 `•�- � _ ---- ` \ SCALE: 1" = 50' - 04H 12"SEWER MAIN (Ductile iron) \ .----•-"' s ."" • 709.84' \ FILE NO. 0700 INV=701.43� W W W W W W W W W W ^= W W> n-' - 12 " WATER MAIN (PVC) ( SHEET 5 OF 5 im