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HomeMy WebLinkAbout33-19 Site PlanPlan Revisions Rev. No Rev. Date Comment 1 09/05/2019 Frederick Water/Frederick County Planning Comments CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001,48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS, UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition. Water/Sewer: Frederick Water 1 P.O. Box 1877 2 Winchester, VA. 22604 1 (540) 866-1061 Power: Shenandoah Valley Electric Coop 3463 Valley Pike 4 Winchester, VA 22602 1 (540)450-2051 Telecom: Verizon 1 P.O. Box 17398 Baltimore, MD 21297 (301)954-6282 Gas: Washington Gas Co. P.O. Box 2400 Winchester, VA 22604 (540)869-1111 i,�41LLER'S MINOR SITE DEVELOPMENT PLAN BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP #33-19 nWNFR DEVELOPER WINCHESTER REAL ESTATE, LLC PO BOX 1173 NEWINGTON, VA 22122 (703) 966 - 4368 VICINITY MAP SCALE: I"= 1000' MILLER'S SUPPLIES AT WORK 8600 CINDER BED ROAD LORTON, VA 22079 (703) 291 - 0451 APPROVAL Sheet List Table Sheet Number Sheet Title Revsion No Revison Date 1 Cover Sheet 1 09/05/2019 2 General Notes and Legend 1 09/05/2019 3 E&S Narrative & Details 4 Minor Site Plan 1 09/05/2019 5 Life Safety Plan 1 09/05/2019 ZONING ADMINISTRATOR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL Q 0 3z Zx W `J Lu LLI p fps z V W 1 -- LU W W 2 W O U Y Iy O> 'Q vJ LU V_NJ 11' LU J J U F - t!1 Q D > Q W 7) 1- O U U (7 Y Q U 2E Y W W 0 W W la� ry, U LL `1 U Q IM RANDY L`10EPLER LIC. N0. 32809 a-0�`-Z✓'1, DATE: 08/23/2019 SCALE: AS SHOWN DESIGNED BY: TTC DATE I FILE NO. 2530MG SHEET 1 OF 5 18-04 GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal codes. EXISTING INTERMEDIATE CONTOUR W This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of 1. Previously approved site plan #57-99, #13-18__ EXISTING INDEX CONTOUR ,� __ O W E AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control m n and/or construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the 2. Per the approved 01/06/2000 Michael G. Prelip, Inc. Proposed Contractor's Office Complex Commonwealth PROPOSED CONTOUR 400 m W a 1O c authorizing work. GE shall be held harmless from and costs, time delay and/or material changes incurred on work started Standards or Specifications and Regulations, the most stringent shall govern. Business Center, Lot 5 Plan on December 15, 1999 the planning commission approved a waiver for the driveway EXISTING EDGE OF PAVEMENT _ _c o A before this plan set receives approvals and seals. V2. All construction shall comply with the latest U.B. Department of labor, Occupational Safety and Health Administration alignment requirement section 165-29.A. 12 of the zoning ordinance so that the proposed one -my driveway g q ( ) g P P Y Y PROPOSED EDGE OF PAVEMENT ='vr 2. Methods and materials used in the construction of the improvements herein shall conform to current County Construction (OSHA), and Virginia Occupational Safely $Health (NOSH) Rules and Regulations. circulation pattern may be used. y :•ro c Standards and Specifications and/or current VDOT Standards and Specifications. EXISTING CURB AND GUTTER =---------- 3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with 3. Parking calculations provided are per the approved 01/06/2000 Michael G. Prelip, Inc. Proposed Contractor's PROPOSED CURB AND GUTTER m ;? R O1 techniques, sequences or procedures nor for safety precautions and programs in connection with work shown on these the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted Office Complex Commonwealth Business Center, Lot 5 Plan. u al S-3 plans. The Engineer is not responsible for the contractor's schedules or failure to carry out the work. The Engineer is not for approval and land use permit issued prior to any execution of work within the VDOT right of way. TRANSITION TO REVERSE CURB ' responsible for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, 4. Recorded Proffer Statement per Instrument #160009890. EXISTING TELEPHONE LINE--T----T----T----T--- performing portions of the work. junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sale responsibility of the PROPOSED TELEPHONE LINE T T 4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. construction compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third VDOT approval of these plans does not indemnify the developer from this responsibility.EXISTING STORM SEWER WITH INLET r3 - - - party inspection1testing service be employed to ensure that project is completed and materials installed meet the details PROPOSED STORM SEWER WITH INLET IIIIIIII V5. Design features relating to field construction, regulations, and Control or safe of traffic may be subject to change as and specifications in these plans. g 9 g safety y 1 g deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility EXISTING SANITARY SEWER WITH MANHOLE--s----s-- -s--- 5. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to Construction. The of the developer. PROPOSED SANITARY SEWER WITH MANHOLE contractor shall be responsible for the digging of all test holes that may be required, whether recommended or not by V6. If required by the local VDOT Land Development Office, a pre -construction Conference shall be arranged and held by the PROPOSED SAN. LAT. CLEANOUT f s s L z these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from this existing utility engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and -E-- EXISTING ELECTRIC SERVICE-s-_--s----e---- P 3 verification or if during the course of construction, any object of an unusual nature is encountered, the Contractor shall VDOT prior to initiation of work. ' cease work in that area and immediately notify Greenway Engineering at (540) 6624185 and/or the proper authority. PROPOSED ELECTRIC SERVICE s s �_ Z W w Greenway Engineering or any engineer associated with these plans shall not be responsible or liable for any construction V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any length time. VDOT requires and shall receive 48 hours advance notice to any required or EXISTING GAS LINE--c----c----c----c---� W Z . cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any undetermined of prior discrepancies between actual field conditions and the approved plan. requested inspection. PROPOSED GAS LINE G c UJ: 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic Control plan that impacts a EXISTING WATERLINE W/ TEE --w----w----wy�-r-w---7.i which may be required by the code of Virginia or any other ordinance enacted by the County nor does it guarantee the VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. w issuance of any required permit by the County, VDOT or any other Agency. PROPOSED WATERLINE W/ TEE ® V 7. An approved set of plans and all applicable permits must be available at the construction site at all times during V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance EXISTING FIRE HYDRANT/VALVE/METER max^' Construction. A representative of the developer must be available at all times. 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. p PROPOSED FIRE HYDRANTNALVE/METER COa • (D 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall w�" obtain a Land Disturbance Permit from the County Engineer's office. The Contractor, Developer or his agent shall be V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of PROPOSED REDUCER responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the Construction. PROPERTY LINE registration of the construction site as required by law. They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in noway relieves the developer or his V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches EXISTING EASEMENT agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. cover and when possible shall be installed under roadway drainage facilities at conflict points.PROPOSED EASEMENT ----- 9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of 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 PROPOSED CENTERLINE - Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown On vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING CENTERLINE these plans. They shall also be responsible the identification and delineation of any wetlands that may be present on the construction site. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to EXISTING TREE LINE - 10. The Contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is FLOW LINE ••- streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be insure that public streets are maintained in a clean, mud and dust free condition at all times. clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in FENCELIKE -x -x -x x x - 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and accordance with all applicable VDOT standards and procedures. EXISTINGIXISTING UTILITY POLE/GUIDE WIRE � � Frederick County prior to any construction activities within existing State right-of-way. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance EXISTING TELEPHONE PEDESTAL El 12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge . Construction project within or Contiguous to the existing right-of-way. Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. SIGNS 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by PARKING INDICATOR i Q Y Traffic Control Devices (MUTCD). INDICATES THE NUMBER OF TYP. PARKING SPACES 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be VDOT. Representatives of the Virginia Department of Transportation held with the Developer, County Representatives, and V16. A post installation visualNideo camera inspection shall be Conducted by the Contractor on all pipes identified on the HANDICAP PARKING (VDOT) to determine if and where guardrail and/or paved ditches will be needed. The developer will be responsible for plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of each size of each material type will be inspected or ten percent of the total amount for each size and material type VEHICLES PER DAY COUNT 100 O Transportation (VDOT) Guard Rail and Paved Ditch Specifications. summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for 15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment. inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary re P PROPOSED BUILDING ENTRANCE design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will design standards and is the responsibility of the developer. by VDOT the Owner/Developer, which ever applicable, prior to installation. SANITARY MANHOLE IDENTIFIER 12 Z IQ be approved and/or be to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" V18. Prior to VDOT acceptance of any streets, all required street signage and/or markings shall be installed by the N Q 17. All springs shall capped and piped pavement O W Q > diameter and conform to VDOT standard SB -1. developer in accordance with the Manual On Uniform Traffic Control Devices. STORM DRAIN STRUCTURE IDENTIFIER '^ J VJ J 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided Office with a list of all material sources prior to the start of to the CountyPublic Works [)apartment prior to issuance of radio and/or site development permits. V18. The developer shall provide the Land Development p P grading p P EXISTING SPOT ELEVATION Z Q construction. Copies a all invoices for materials utilized within any dedicated street right-of-way must be provided to the s for 19. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.X 35� Z Z Z Q W 0 Information should also be obtained from the appropriate authority Concerning permits, cut sheets, and connections to PROPOSED SPOT ELEVATION J F- O existing lines. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will the Road Bridge W 20. The Developer and/or Contractor shall be responsible to supply all utility Companies with copies of approved plans and be determined using the density Control strip in accordance with Section 304 of the VDOT and FREDERICK WATER CONSTRUCTION NOTES LIGHT POLE advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports ^ 6 for homing these plans and the finished grades in the installation of their utility lines. shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT Z 1..1. 21. All utilities to be located underground. representative shall be notified and given the opportunity to be present during the Construction and testing of the density J Cn PROJECT INFORMATION 22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at control strip. ten days, to commencement of excavation or demolition. 1. Frederick Waters Water and Sewer Standards and Specifications are available at www.frederickwater.com Y W 10 least two (2) working days, but not more than (10) working prior V21. Asphalt Concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge 23. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A p y g ty p p 2. The contractor shall adhere to Frederick Water standards and specifications in effect of the time of Constmction. W V J W W �' W Parcel Identification No. 75 -A -91E relocation should be done prior to construction. certified Compaction technician shall perform these tests. Certified Copies of test reports shall be submitted to VDOT 3. The contractor shall Coordinate with and arrange for inspection by Frederick Wafer. Street Address: 161 Commonwealth Court W Cn U LL 24. All parking Iottstreet light and dry utility design shall be performed and provided separately by others. All dry utility and or daily, unless specifie otherwise. A VOOT representative shall be notified and given the opportunity to be present during Previously Approved Plans: #57-99, #13-18 Ur Y lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the construction and testing of the control strip. 4. The contractor shall Connect a new sewer line to an existing manhole by Core drilling the manhole. Project Site Area: 1.218 Acres the Owner, Developer and/or public agency requirements. Greenway Engineering has not performed the lighting and/or V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored dry utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project below the bottom With the excavation to determine the type and Condition t of the foundation. The contractor shall report 5. A new water (or forced sewer) main shall at Connected to an existing main by a wet tap. Frederick Water furnish and make the tap. Disturbed Area: 0.15 Acres Current Zoning: 62 W Lp or the adequacy of the dry utility to service the site. findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall shall all needed material a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. Current Use: Office / Warehouse Complex 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is Proposed Use: Office / Warehouse Complex specifications of Frederick Water. encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Waters inspector. J 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown approved by VDOT. Required Setbacks: hereon. Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with 7. Frederick Waters maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractors responsibility to have the meter box assembly installed correctly. Front: 35' based upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Before a permanent meter is installed: Rear: -- pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any a. The meter box, with its frame and Cover, must be property aligned with the yoke bar. Side: -- discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway V24. Approval of these plans shall expire five (5) years from the date of the approval letter. b. The frame and cover shall be set to final grade. Provided Setbacks: Engineering for review and approval at contractors expense. Shop drawings will be reviewed for compliance with design for an redesign as a result of structural shop drawing design. V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified b VDOT. be P 9 9 P P P Y 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. Front: 86.1' Side: 30.9' tans. The Owner or Developer will responsible p P P Y 9 27. Controlled fills shall be Compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM -0698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed 8. For services that connect to existing lines: a. Frederick Water shall furnish and install: Rear: 90.6' results submitted to Frederick County prior to pavement Construction. If a geotechnical report has been prepared, it 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 I. all `/.'x'/.", -W, 1" 1%" and 2' water services , Maximum Building Height: 35' 9 9 should supersede the requirements in this note. box. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to the Standard, where ii. all sewer services. b. The owner/developer shall: ExistingBuildingHeight 21.5' 28. Refer to Geotechnical Engineer for methods, materials and details for Construction of all earthwork activities. rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, I. coordinate (or have the contractor Coordinate) the location of the service lateral with Frederick Water's 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit. yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation P 9 P Y 9 9 engineering assistant. Parking Setback: 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter stabilization shall be determined by the engineer and approved by VDOT. ii. submit an Application for Service and pay the required fees. 10' (From any street or road ROW) receptacle shall be provided at the construction site. 31. These identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The 1015 1013. ear: other property lines) Side: 5' (All other property lines) plans with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified assembly must meet ABBE standard number or immediately. 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The Required Freestanding Sign Setbacks: 10' From lot lines or property boundary lines 32. Individual sin permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the g P q g g g P g assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall Maximum Freestanding Sign Area: 50 SF (Local Street) SP NUMBER: #33-19 sign and may require a separate building permit. also have a fire service HP Protectus III meter. This assemblyshall be installed immediate) before the backflow Y _ prevention unit. Radio read remotes are required. Maximum Freestanding Sign Height: 12' (Loral Street)/ 5' (Directional Sign) Provided Freestanding Sign Setbacks: 70' Minimum from lot lines or property lines Rev. No. Date 11. Frederick Water shall review the mechanical plants) for design and material approval of a building's: Provided Freestanding Sign Area: 8'x S'= 48 SF 1 09705 018 a. domestic water meter and its backflow prevention device, and/or its Provided Freestanding Sign Height: 8' (Local Street)/ 2.5' (Directional Sign) b. Fire service line's water meter and backflow prevention device. Outdoor Lighting: No outdoor lighting proposed with this plan THOF p 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&M manual. These documents must be received before substantial completion is issued and water meters released. Far Calculation: Total lot area = 1.218 ACRES= 53,056.08 SF Total floor area = 15,692.62 SF p Building area/Lot area = 0.30 < 1.0 Y// RAN L K LER January 2019 'd LIC. N0. 32809 Parkin Required: 1 per 250 SF office floor area Parking q O 6-6 CT- 19 = 4,297 SF / 250 = 17.19 spaces* *Parking calculations provided are per the approvedSSIDNAL�� 01/06/2000 MICHAEL G. PRELIP, INC. PROPOSED COMPLEX COMMONWEALTH CONTRACTORSWRACCENTER, DATE: 08/23/2019 FIRE MARSHAL'S NOTE TRIP GENERATION DATA FREDERICK WATER PROJECT INFORMATION BUSINESS CENTER, LOTS PLAN. Parking Provided: 18 spaces ADA Parking Required: 1 spaces (1 van if 1-25 spaces) SCALE: N/A CLASS USE DWELLING UNITS * TRIP RATE VPD Fire lane markings and signage: WATER AND SANITARY SEWER USAGE Calculation of demand/discharge ADA Parking Provided: 2 spaces DESIGNED BY: TTC Any "No Parking" signs and yellow painted curb locations will be installed WATER DEMAND *Residential: 235 gpd per Connection by field inspection at the direction of the Fire Marshal's Office. WATER DEMAND 00,000 GPD *Commercial: 75 gpd per 1,000 sf Open Space Calculations: Required 15% SANITARY SEWER DISCHARGE 0,000 GPD *Industrial: 25 gpd @ 10 persons per acre 1.218 AC. x 0.15 = 0.18 AC. OR 7,958 SF FILE NO. 2530MG SEWER DISCHARGE Existing/ Proposed 18.3% SHEET 2 OF 5 Sewer discharge equals water demand 0.22 Acres OR 9,685.7 SF "TAKEN Landscaping: One (1) additional tree is required/proposed with the increase 18-04 FROM ITE TRIP GENERATION 9TH EDITION in impervious area of the site. EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project will consist of the the relocation of an existing fire hydrant and the addition of pavement along the western drive aisle to facilitate truck movements leaving the loading dock. The property is zoned B2 and is located at 161 Commonwealth Court, Winchester, Frederick County, Virginia. The total project area is 1.218 of which 0.15 will be disturbed for construction. Date of construction: Construction will begin following plan approval and will take approximately three (3) months to complete. Existing site conditions: The site is currently an unoccupied office complex with parking in the front and a loading dock in the back. Adjacent areas: The site is bounded by HP Hood (zoned M2) to the north and bounded by Commonwealth drive to the south. West is bounded by a vacant lot (zoned B3) while a commercial property (zoned 63) bounds the property to the east. Offsite areas: No offsite areas will be impacted by this project. Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet. Critical areas: Contractor to maintain sheet flow when installing new pavement area. No concentrated flow is allowed. Unless otherwise indicated all vegetative etative and structural erosion and Erosion t co Sediment Control Measures: Un 9 sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Structural Measures: Phase I & It: Install Filltmxx compost filter sock as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Vegetative Measures: Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. VARIANCE REQUEST - COMPOST FILTER SOCK: We are requesting the use of alternative erosion and sediment control measures that are not listed in the Virginia Erosion and Sediment Control Handbook. 1. Filtrexx - Compost Filter Sock: The compost filter sock is equivalent to silt fence, see detail on this sheet. This will allow for less disturbance since it can be installed on the surface and requires no excavation. Pavement or Impervious Surface WORK AREA SECTION NTs SiItSoxxTM (8", 12", or 18" TYPICAL) Management Strategies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Drainage males shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractofs responsibility to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and specifications in the Virginia Erosion and Sediment Control Handbook. Stormwater Management: The existing site drainage patterns are remaining unchanged. The minor amount of additional impervious area will continue to sheet flow as currently designed. No stormwater management is proposed with this minor site plan. Maintenance Program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of min per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractOr is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program 1. Hold pre -construction meeting on site with inspector. 2. Install perimeter control device compost filter sock. 3. Demolition. 4. Start construction of loading dock enclosure. 5. Remove erosion and sediment control measures with the approval of the inspector. Note: The Frederick County Public Works and Engineering Department retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) inches. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre). 5. Seed all areas with a seed ma consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Dustcontrol: 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. blocks or sand bags sized as needed (10' O.C.) AREA TO BE PROTECTED Concrete blocks or sand bags sized as needed (10' O.C.) AREA TO BE PROTECTED WATERFLOW WORKAREA (8", 12", 18" TYPICAL) NOTES: 1. ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. PLAN NTS SiltSoxxTM for Sediment Control on Pavement PiMs MINIMUM CONSTRUCTION STANDARDS An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 9VAC25-840-40 minimum standards: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 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 stock piles 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 upslope 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 dminage 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 100 -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 connected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, 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 watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonemclible 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 requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse 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 approved 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 backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements 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 -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilisation or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP 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. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: 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. It. 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 one hundred 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 a two-year storm to 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; or (2) Improve the pipe or pipe system to a condition where the 10 -year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm 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 analyses shall be based on 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. Ouffall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall 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. I. 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 tyand velocityrequirements 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; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) 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. In. 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 at seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act. It. Compliance with the water quantity minimum standards set out in9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. SOILS MAP COMMONWEALTH BUSINESS CENTER, LOT 5 Feet 1100 0 100 J F- W 0 06 W Q Z fn 06 W U F - Q i Q Z F-0 U U Q U W o W W UL U W Y Q m SP NUMBER: #33-19 Rev. No. I Date V" / r Y L. EPLEF Lic. No. 32809 8-0 GT-- LO to/ DATE: 08/23/2019 SCALE: N/A DESIGNED BY: TTC FILE NO. 2530MG SHEET 3 OF 5 18-04 FREDERICK WATER NOTES: CONTRACTOR SHALL: 1. TEST PIT EXISTING WATER MAIN TO CONFIRM THAT THREE FOOT MINIMUM COVER IS MAINTAINED 2. ADJUST EXISTING FREDERICK WATER FACILITIES TO GRADE 3. REMOVE EXISTING FIRE HYDRANT, TEE AND GATE VALVE AND FURNISH TO FREDERICK WATER INSPECTOR 4. INSTALL NEW 12 X 6 MJ TEE, SOLID SLEEVES, NECESSARY DUCTILE IRON PIPE, 6" GATE VALVE, FIRE HYDRANT AND BOLLARDS 5. COORDINATE WATER MAIN SHUTOUT WITH ALL AFFECTED PARTIES AND AGENCIES 6. BE PREPARED TO PERFORM SHUT OUT OF WATER AFTER NORMAL WORKING HOURS 7. PERFORM ALL WORK PER FREDERICK WATER INSPECTORS' REQUIREMENTS STANDARD genial beckAll AI1baG1111Wbewmp teelo%% oI ASTM MB minimum tlertiry. CONCRETE ENCASEMENT TRENCH & BEDDING -i- aalar� N@I O.D. CONCRETEARCH o•.daa mau MAR 18 wnn wmrew ,1 9 e mea yelWv .. ,aa r as A. I et l • hl'C :y l 00LlARD DETAIL N E'. weer, nae, anell nb ma"bled �" bal„9awawreaa. n Inelelellon H u,an area Iwm9a m9a 9maawd.rlanle.9.a AMnoaya e,gl,wv aheu be mm.am t« nyarem reloue«. mo"embe Immamdr Ywvelopa Wva re°ala.xe•eaaP eah.dade valor box FIRE HYDRANT ASSEMBLY m�m�lldm IteevAh F OrerM JAN 19 a1 T.M. 0—A-868 z 11 H P HOOD INC, o 0 1 INST. No. 030019390 ^I , N ZONE., 62 USE., INDUSTRIAL 1 1 ZONE., B2 _ _ZONE.• M2 ZONE: B3 ZONE.• B2 1 EX. WATER VALVE -w -w L---\_ EX. SAN PROP. 8"FILTREXX—\ \ COMPOST FILTER SOCK \ \ EX 8" SAN SEW, \\ EX FENCE T.M. 63—A-864 H P HOOD INC. DB. 935 PC 739 ZONE M2 USE: INDUSTRIAL lk S 5735 W £ 245.00 77-7— ZONE. M2 CFS _ I _-�• ZONE 82 _ . I 5' PARKING SETBACK EX. EDGE OF PAVEMENT —W——w— — —w— — —W— — —W— — —W— — w— — —w— — —w— — —w— r -1—w— — —W —w= — —w— —N— — —p— 4i 4i -�N\--------- — I,,,I —— I m PROP. ADDITIONAL PAVEMENT AREA (2,158 SQ.FT.) CONTRACTOR TO MEET AND MATCH EXISTING GRADES N AND MAINTAIN EXISTING SHEET FLOW ONSITE. \ PROPOSED PAVEMENT SECTION TO MATCH EXISTING \ PAVEMENT SECTION EX. 30' WATER & \ SAN. SEW. ESMT. \ \ DB. 941 PG. 1739 LOT 6 T.M. 75 —A -91H BEAN PROPERTIES, LLC INST. No. 060022178 ZONE., B3 USE., VACANT \ EX. FIRE HYDRANT ASSEMBLY EX WATER VALVE —{�----- \ I 1 I 1 FX WATERLINE I I APPROX. LOC. EX. \ I I EX. UNDERGROUND I m ELECTRICUNDERGR CONC I 1 GAS L/NE I lI RDUMPSTERPAD I Q II I GAS ESMT.SHENANDOAH I I I I APPROX. LOC. EX. 10' rn I h DB. 947 PG. 70 POTOMAC EDISON COMPANY ESMT. DB. I 975 PG. 615 \ I I 1 EY. 20' F.CSA. LOADING CDOCK If I I I `(\ WATER LINE ESMT mm �T \ DB. 955 PC 1683 n I 1 I I I m 1 // EX. CONCRETE W PAVEMENT APPROX LOC EX. GENERATOR — — \I I CDI I I EX. STA/RS (7R) 7 APPROX. LOC. EX EX DOO7 \ I kl I I ELECTRIC METERS (10x10) \ W "SEX GAS METERS EX. DOOR I >r I�l� (10'x10) of `=1 DEMO EX. FIRE HYDRANT I I'c I\ I LOT 5 ASSEMBLY AND GATE VALVE I I W 1 PER FREDERICK WATER'S T.M. 75—A -91E I I 1 ' v' SPECIFICATIONS i \ \I I INST. No. 170013049 WINCHESTER REAL ESTATE LLC 0 \ \ I ZONE., B2 m V u• c yI r EK AIR HANDLERS 1.2180 ACRES APPROX. LOC. EX WATER LINE PER LIMITS OF DISTURBANCE \ 0 4 \ I I fX. SAN C/0 MICHAEL G. PRELIP, INC. PROPOSED (6,724 SQ. FT.) ro o I \ I CONTRACTORS OFFICE COMPLEX EX. HC COMMONWEALTH BUSINESS CENTER, LOT PARKING SIGN Q \ PROP. FIRE HYDRANT \ m \ I 5 PLAN APPROVED 01/06/2000 ASSEMBLY \ 4i 1 _ _ _ _ 12533_ °� o IES\\ I I 35 0\ / I EX. SIDEWALK \ _FT1 £X. UNDERGROUND w+ FIBER OPTIC APPROX. LOC. \ EX WATER LINE \ \ c \ RATER EX HANDICAP RAMP \ \ \EX UNDERGROUND EX. PUMSTA77ON ESMT P 35' BRL FIBER OP77C 06 950 PG. 700 EX. SAN SIR EX. ELECTRIC EX. 10' SHENANDOAH GA ESMT.; ATLANTIC � DB. 947 PC 70; 0 EX. 15' BELL �j / ESMT. i DB. 955 PG. 1562 � / EX. TELEPHONE PEDESTAL 11 I �S r — —FO— —D— CAi EX. WA TER D D / VALVE EX. UNDERGROUND \ GAS LINE EX. STM SIR EX. STM SEW. \fX. CONCRETE / j % EX• CG -6; APRON _ — _ EX CONCRETE APRON COMMONWEALTH DRIVE ' 1 _ 30.9' NOTES: 1. SWM -THE MINOR ADDITIONAL PAVED AREAS WILL I ARC LENGTH DELTA ANGLE i CHORD LENGTH PATTERN ONSITE, THEREFORE, NO SWM HAS BEEN E PROPOSED. c N `1 r N 165.00' 1 85.29' S d a 7 m �+ m o •�-� au. s� 3� j n AI1baG1111Wbewmp teelo%% oI ASTM MB minimum tlertiry. CONCRETE ENCASEMENT TRENCH & BEDDING -i- aalar� N@I O.D. CONCRETEARCH o•.daa mau MAR 18 wnn wmrew ,1 9 e mea yelWv .. ,aa r as A. I et l • hl'C :y l 00LlARD DETAIL N E'. weer, nae, anell nb ma"bled �" bal„9awawreaa. n Inelelellon H u,an area Iwm9a m9a 9maawd.rlanle.9.a AMnoaya e,gl,wv aheu be mm.am t« nyarem reloue«. mo"embe Immamdr Ywvelopa Wva re°ala.xe•eaaP eah.dade valor box FIRE HYDRANT ASSEMBLY m�m�lldm IteevAh F OrerM JAN 19 a1 T.M. 0—A-868 z 11 H P HOOD INC, o 0 1 INST. No. 030019390 ^I , N ZONE., 62 USE., INDUSTRIAL 1 1 ZONE., B2 _ _ZONE.• M2 ZONE: B3 ZONE.• B2 1 EX. WATER VALVE -w -w L---\_ EX. SAN PROP. 8"FILTREXX—\ \ COMPOST FILTER SOCK \ \ EX 8" SAN SEW, \\ EX FENCE T.M. 63—A-864 H P HOOD INC. DB. 935 PC 739 ZONE M2 USE: INDUSTRIAL lk S 5735 W £ 245.00 77-7— ZONE. M2 CFS _ I _-�• ZONE 82 _ . I 5' PARKING SETBACK EX. EDGE OF PAVEMENT —W——w— — —w— — —W— — —W— — —W— — w— — —w— — —w— — —w— r -1—w— — —W —w= — —w— —N— — —p— 4i 4i -�N\--------- — I,,,I —— I m PROP. ADDITIONAL PAVEMENT AREA (2,158 SQ.FT.) CONTRACTOR TO MEET AND MATCH EXISTING GRADES N AND MAINTAIN EXISTING SHEET FLOW ONSITE. \ PROPOSED PAVEMENT SECTION TO MATCH EXISTING \ PAVEMENT SECTION EX. 30' WATER & \ SAN. SEW. ESMT. \ \ DB. 941 PG. 1739 LOT 6 T.M. 75 —A -91H BEAN PROPERTIES, LLC INST. No. 060022178 ZONE., B3 USE., VACANT \ EX. FIRE HYDRANT ASSEMBLY EX WATER VALVE —{�----- \ I 1 I 1 FX WATERLINE I I APPROX. LOC. EX. \ I I EX. UNDERGROUND I m ELECTRICUNDERGR CONC I 1 GAS L/NE I lI RDUMPSTERPAD I Q II I GAS ESMT.SHENANDOAH I I I I APPROX. LOC. EX. 10' rn I h DB. 947 PG. 70 POTOMAC EDISON COMPANY ESMT. DB. I 975 PG. 615 \ I I 1 EY. 20' F.CSA. LOADING CDOCK If I I I `(\ WATER LINE ESMT mm �T \ DB. 955 PC 1683 n I 1 I I I m 1 // EX. CONCRETE W PAVEMENT APPROX LOC EX. GENERATOR — — \I I CDI I I EX. STA/RS (7R) 7 APPROX. LOC. EX EX DOO7 \ I kl I I ELECTRIC METERS (10x10) \ W "SEX GAS METERS EX. DOOR I >r I�l� (10'x10) of `=1 DEMO EX. FIRE HYDRANT I I'c I\ I LOT 5 ASSEMBLY AND GATE VALVE I I W 1 PER FREDERICK WATER'S T.M. 75—A -91E I I 1 ' v' SPECIFICATIONS i \ \I I INST. No. 170013049 WINCHESTER REAL ESTATE LLC 0 \ \ I ZONE., B2 m V u• c yI r EK AIR HANDLERS 1.2180 ACRES APPROX. LOC. EX WATER LINE PER LIMITS OF DISTURBANCE \ 0 4 \ I I fX. SAN C/0 MICHAEL G. PRELIP, INC. PROPOSED (6,724 SQ. FT.) ro o I \ I CONTRACTORS OFFICE COMPLEX EX. HC COMMONWEALTH BUSINESS CENTER, LOT PARKING SIGN Q \ PROP. FIRE HYDRANT \ m \ I 5 PLAN APPROVED 01/06/2000 ASSEMBLY \ 4i 1 _ _ _ _ 12533_ °� o IES\\ I I 35 0\ / I EX. SIDEWALK \ _FT1 £X. UNDERGROUND w+ FIBER OPTIC APPROX. LOC. \ EX WATER LINE \ \ c \ RATER EX HANDICAP RAMP \ \ \EX UNDERGROUND EX. PUMSTA77ON ESMT P 35' BRL FIBER OP77C 06 950 PG. 700 EX. SAN SIR EX. ELECTRIC EX. 10' SHENANDOAH GA ESMT.; ATLANTIC � DB. 947 PC 70; 0 EX. 15' BELL �j / ESMT. i DB. 955 PG. 1562 � / EX. TELEPHONE PEDESTAL 11 I �S r — —FO— —D— CAi EX. WA TER D D / VALVE EX. UNDERGROUND \ GAS LINE EX. STM SIR EX. STM SEW. \fX. CONCRETE / j % EX• CG -6; APRON _ — _ EX CONCRETE APRON COMMONWEALTH DRIVE ' 1 _ 30.9' NOTES: 1. SWM -THE MINOR ADDITIONAL PAVED AREAS WILL I ARC LENGTH DELTA ANGLE MAINTAIN SHEET FLOW PER THE EXISTING DRAINAGE CHORD LENGTH PATTERN ONSITE, THEREFORE, NO SWM HAS BEEN E PROPOSED. c N `1 r N 165.00' 1 85.29' S d a 7 m �+ m o •�-� au. 3� EX. 20' WATER ESMT DB. 911 PG. 515 Q C7 ZW Wz PLANT 1 SUGAR MAPLE W U TREE(ACER SACCHARUM) z TO OFFSET AN INCREASE W IN IMPERVIOUS AREA OF THE SITE AS REQUIRED PER ZONING ORDINANCE. AIR HANDLERS EX. TELEPHONE PEDESTAL ELECTRIC BOX LOT 4 T.M. 75 —A -91G LAG PROPERTIES, LLC INST. No. 150011783 ZONE., B3 USE: COMMERCIAL EX. 10' SHENANDOAH GAS ESMT. DB. 947 PG. 70 EX 15' BELL ATLANTIC ESMT. \ \ OB. 955 PG. 1562 \�QEX. STM R EX. STM S\ APPROX. LOC. EX. FIRE HYDRANT \ � \ ASSEMBLY APPROX. LOC EX.® \ \ FIRE HYDRANT ASSEMBLY '` � CURVE TABLE \ \� �'\ \ EX STM SEW. CURVEI RADIUS I ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH TANGENT Cl 325.00' 166.83' 292437' N 54°33'19" Wl 165.00' 1 85.29' 20 10 0 20 40 SCALE: 1" = 20' Z n w O Z D W 5J_ L U F V) J Q F Of Z O U LL] Lu Q U LL Y U Q ED SP NUMBER: #33-19 Rev. No. Date 1 09/05/2019 1Y L REPLER N0.32809 ILr—�Diq DATE: 08/23/2019 SCALE: 1" = 20' DESIGNED BY: TTC FILE NO. 2530MG SHEET 4 OF 5 18-04 L- -W- -mow L SIGN TYPE "C' \ \ \ \ \ \ PROP. STABILIZED \\\ GRASS PAVEMENT SECTION (SEE DETAIL \ THIS SHEET) \ SIGN TYPE MODIFIED "D" 3.0" TOP SOIL 12" % MIX #57 AGGREGATE AND TOP SOIL COMPACTED IN PLACE COMPACTED SUBGRADE (COMPACTED TO 95 DENSITY AT OPTIMUM MOISTURE CONTENT NOTE: VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. THE CONTRACTOR SHALL OBTAIN A CEIR TEST OF THE COMPACTED SUBGRADE AND SUBMIT FOR DETERMINATION OF THE REQUIRED PAVEMENT SECTION PRIOR TO PLACEMENT OF ANY PORTION OF THE PAVEMENT SECTION. FIRE LANE - STABILIZED GRASS PAVEMENT SECTION N.T.S. 1 J --- W- - -W- - -W- - -W- - -W- - -W- - -W- - -W- - -W- - -W- ��W- - -W- - w- - -w- - -w- - 1 _ - _ _ - - - - I I I m m _ 1 - - _ _ _ I I ) I I iDl l II/� I I UL \ L\II SIGN TYPE "A" ' \ I SIGN TYPE "C" III \ SIGN TYPE MODIFIED "D" \ \ I© \ tel \ DEMO EX. FIRE HYDRANT I ASSEMBLY AND GATE VALVE PER FREDERICK WATER'S \I SPECIFICATIONS i' \ .I EX. BUILDING \ I \\/ SIGN TYPE SIGN TYPE "A" c \ \\ l PROP BOLLARD SIGN TYPE "A" I ) EGD- �S' D. Location of structures. (r) Atlesetthmpadegtarwalta ofall lndwtrbJ, commercial, Pnbluwxmipnblborlmddntlgspuoturx wM thtoa amvredweWngadb purrtttmnne obeli be within ao0 tacR oFaerme4 Ansae, aprlvaW tlrmt. Ca)Stt ratatnmmmding GaIMlaLelgm aheDnotM set Mairsaethen Sa fw Dela.aavkfireTevaor prMu euoat (3)Who amyaombinatiwoFpdnufin proMabn M0ltue, ltWutifea butnottmited W Nra•redeban mot , fimoeptrationtudb, apeas apnetlmnrrd nnmma1lcfka-main®nlsh4yayebmF, is provided, and aPPnovNt by tMPiro MpehNwte(hor dxlgmtdmpromntadw seas MmPlebla alWmetive, Subseadm D(a) shall not apply. COTIm PtroManio lw hh/hArdeeigundmpnamhlatiw may, In tbocen wbh thaloNvnlunbeeRn .MAdO, n AD1n a bas two eMx ed mom u hr fire appontw, to aD thmmmdal Rod In io W ewetueee.ftoxxrmwgt Ghats meetthe raquimmsnb af9ulNmdioro D(9). Ia)3®dampltMorothero WtWfva Melemlxmd arouvdrtdmrs. sahydtmvbba menmrmxm impair or MPde acmoelDlllq for 7lro-dgbMy end rexua:pmRtlua L Wats supply (f) Wetwwppgayaume e,epMdedSnd ao aamM capehle oftupplying atlnrtl,Obogellone pm Wmm xaD ponds per square India. Wats wpplice shall be made avail" e.ndopmdondbefore mmbatlbb , aA m ,M dudna comMuUat. (a) In arildwelopedwin ft-Nmih•derablmd aduplexchte n3 units, Memshallbeafire hydrant vdt ingod Poxwvl1 units In n wdevelmord with harem ew dxdltneonib PRrxnatuR tfien Ghee bea bydeantwithb goo betwell mtlta (nrireae dawloped wthsia m moredwellingunhe pw thucara them thell be at uwtrAc4dra hawithinSoo Mtw.e Ul release, dxaloped with Mduatrlet ormmmectlal dmiapmwt(a), thmsbell be ehydrentMthin son fidi poxduw ofeny atraedm. WFgre lone hydw,t b dedloatedbp iheopandonwaelpdpgpa gatam, thea thglM Mose one other hydrentlni Me duh meat MFrnRhabava iltehydnntdedimtedmMa operedm ctdeeaMplpeax6 0 notirs btihw MxSoh:t ham tMemMplpa Duunm thethemea*amaubutdw Mts1. id.habbhchumnbr-llaa .1dome wubmow butI mrTeme mxtuig subt h d= hu of. ambo rom !road a mmVerhxela vfimeapPmpdata bntln an mw emwm sem hldmnt etu9 M dhsmy frmn a meMnq end/w era Ixo. (M An lydnrM shell be marladin proldaom with the Frederick Courtly pealmdon AulhoBq Policy. (a)fromLydlemaImmdupxdPg Gnu Mnii1m pmtxmd byherdeeeMart aced pttaTtatP d+mAl+ from vehicles, (S) Nrel9drmtsahailbe 1p athyd Who thrm feat ofthe mfillneoffn lana, JMoabmpemb atrxb whin MteGed along Spch Aceu ways. (e) Pita twb.Mllbe IeeteOed mawadanxwth HmstMdeds wthe Pledwlrk CmngeaniMbn Authority. t7)Thmado on fin hYdnnt outlet alma mnmeon m Frederick Cn..qSeettanenAob:re typalky. Ce)PlmbombahaRMsupppedby Mtbxthanasixamtdia N main. 51GN TYPE "A" SIGN TYPE MODIFIED "D" SIGN TYPE MODIFIED "D" TYPE"C" COMMONWEALTH DRIVE \ APPROX. LOC. EX. FIRE HYDRANT 20 10 0 20 40 \ \ APPROX.ELOC. NT �. FIRE HYDRANT I . SCALE: 1° = 20' \ /THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY \, Guideines raters nckt! from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 01d631amb:anw When two fln, appantuc accax reads am required, they MDl be placatl a distance pan equal to net One Men ane had Were lergth:fMe mxlmum awrell dlepal tlImM,IM atthe lo[mere.m be served, me UM1619MSht Ilse Mrwxn aeemrw. FECFION DIMIAERIAL FIREMMRA7MACCFSS I11106 010A.1 wham mquited Wherethe wrtMl woman hxwman the Snto plena mtltnahllhe.t oaf wrhn.amvd, MMt(9344 mmi,apwowd i"oltra oppanturamn roads Mall M provided. For purposes of thRisatlm, MO hISM1M rop/surhca shall M dabrminad M, mwaunmaMmMa saw oP s pOcMtl mot, M Inbrcanbn altro raofmthi MaaorwMl,artMtcp of panpxwMlA whichavril4matR. 0105.E Wdth /eats Nn appxws arcaca hedr shall haws minimum wvbnncbtl wttlth of ]d fix (T]35 mei, awJucM or Moulton, in the immadMU dclniry of Ma bulldin9 wpanion Macaw. bl%.$Prmdn4tybbidN At Fare: One w'Ma nqulred saw mutsS maadrl this mntlRlon chap be located within a minimum wIS Mt den mm) antl • mxlmum w90 hat I9149mm)hom Ma bulldlri,and 0.11 as pmltlmed wnllalmou aMln Utla wMa bu9dlry.Ts.Ida of the bululnlan whkhtM xrul An nprrtm saw mad b padvrntl.hill M wphwtl by the fln mtle wAflal. D19lAOhalONlbn Dverhoatl utitty and power idecMNl nm be Iocabd awrMe Wel fireapprats Socasa road w betweenMeferlN fire cppantw road and Me bulld1rd. OtMrobMyotA eeMll M permitted to M placed wynne approval oftM9nmds offlebl. SECTION OMMULnFL FAMILYRMIDMTIALDEnMPMENTS DMR.1 projacb MvIN n,oraetwh lmtlwallreunM Mulbplrhmllyrxldintlal pro)ads MWn6 mon than 10D tlwMlhl unite.roll handPwd thnuaheutw two uparms ,it opprm ml An aPurotwafire.l ma d. Fscalrtlm:Pn,lwts hwlM uP ts 100 tlwalllq units maY hwaa dopa aPProwtl Nn apryrat. raax mad whin NI bulldinp, bdWing merna lMntltl...pandas, m.quippd thrmilhaut wM rpproved autanatic.pdnbur system, Inblled In aumdanca with Sactlan 909.3.1.1 or03.3.11. Guidelines refarenrsd from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 'Qaea r O M91 p roPm hill N men t o n 100 elwllry u nib Multlplohmlly n.idantal prelate wring mon then ]DO dwalllnS units shall be provided with two xpvnb and apprised NnapparMiam mmtomi.nlmofwhwhortheyamaqulppodwithanapprmadautomnduprinklyr ap am. SECTION 0107 ONG• ORTW WILY FIMIOENTIALDEVELOPMEN 0197.1 On-wtwo-xmirydNNIIN rxManeNl /walapmam. Devel:pm,ma:f:ntr w tw:damlty tlwelllnP whalmtM number ofdw,llly unite emxtls 90 fMll be pltwxed with Ma separate and epprdyetl fire ap"Musaveex roads and MAII mteth. mqulnmgme ostcpm D10L9. EEnlmmc 3. WMretMre ere moremen 30 tlwNllma onium a flnib public orprWab Creapuratw saw road end all dwalllnS unib are muipmd Mmoheutwith An Ilpomvadammtvcxdnmrwbm In aemrGncawM iamon 993,3.1.1, 903.3.11 w 903.3.13 df the homplbn l Pbs Code, caw ft." tllrwlonsshall not be squired. ]. Tha numhirwdwolllnS unRa m a Wngvfln apwraWsaeux rad shell net M InenxaJ unlusf�o tpptraduamaa road.wll mnrroetwith fitoro tlewlopmmt, x tlemrmlxtl bythefln mtle aR41e1. OIM REFERENCFDSTANDAROE AM F17D0-OSSuntled SpaclNutlon krAwcomms VahlmlarOxa Concbualon 003.5 ICC IFC -11 Inbmatlonal R.6to 001.51 wblumukcauuuam O10J.1 UL31S-01 Door, onscreen, Gato,Lamr, and Window Op.nton$no Systems, wlth Rxxldans through DiAR. Feuuery am ao Frederick County, VA Load ordinance referenced tram http• //wodag6o.com/87osoao 990.4 GfUtOral Vequb'eA =t@ which this cle z"otusee:b Me0applYm ellcwetrucdon w lenddmbpmaetazdvltue N omni dem CoumTm A. Meam of atMx far tore Depattttoct apparishm. (t) TMlmoanx wmmlafm Pin Dmpettmmt aPPoratwand Peeebnoel shad mmlet wen Tem, Private etrrmb, aU,etA parking Ian loose w a mmbiratlon thereof. (a) P+r:Nug la scymxa dmmeeleRll motto Ptneltbdwtdly tpiM waPus hydnaR apxEkbe w ebmdplp6 mnnbLtl®m 1n atLy atlbr manvw wrkt wql obaherut or intarhre w1M lM Phe ]kporemene'e fin wtMhydnmmrichum lam. (3)"Noyperkers,74amanvd Mwergic lndlmtlngTMtparkhq bpmhibited eraseMPeaWded Nvif nunMl and wwgmlcyRb pdnb tosunontms wWd 4tNe t5ilou ofaaoh9re itwTana eprinkbrm etaoedpipe connacdon. G. Plrnlwma. (t) Tar FEro Mes,d orlde/h,edWgnpud tsprexvtativN In mmm�wiM tMlmt wlmdwrenawnpNq, maydedgnatsboth to shall bewaliere bonaxegaimd fax Latey the FiraroeDecdwfieaare apFanta.9e)dfireipxshall Mauekedlna mema'praxdbdby the Fire bbnhdwhb/Ilx and Tnew; reProamtsdw, coup 1n adWgmtddre famalellM eonholledhyClaptext58, Vehidw awlasela wtM Aed,dok Courcy Coda (a) filmlanmsballb. Aladen M {eaten xiddr,withda madedpairmaetmthasnocanrt lout to fast ILom the structure. be d=Ph AbdwabAdall-areathw sarbaa edogwblydeggad to nppntanyen aPlanWg ID*rotooPeremdM 1116, fl.l thl..fnbwffivamralcul n deeighed meuppon the somas trolls Pill above earhcee strips mvxad wtl M cram Hun toes Enebw of M7 or rod, "built, and be designed withradlf ofauf okabolevgM to nilntvfor gate lattice by anyfim vpPmtg 111m7ymM apcvatwl on wch tdebnn (3) pion lanmm�uedhg topublication, toedonO. mprlveleatlmm.hg Mpvovldedwth coebouts moapng et lust fish fact beyond oath edge of Me em lana (4) Chau ad vUM bamw muy bePmddd MM Moose to fln lana or pduW ethdra, provided that Meytea mab0ed mmrding t the rogoktmmtu wMaAuthvrlq FUWng Jvrbdictlpp, C. PaAdnal !mems. nu•WtylalAnx ehati low a mic me m oil3fMobarwdsabstwaen romi dpeekedvehlaher f r wtd��lar acme .rad mowmmt Guidelines rafanttcad from the 2012 Frederick County Fire Prevention Code. APPENDIX 0 FIRE APPARATUS ACCESS ROADS SECnON =1 GENERAL 11"Ll Stme Rm oppr,Ws eeroxroeM Mdl be in acmn,ma with title tpPentlb antl tlI athenppllceble roqulnmanG ams Irrbrneporul Fla code. SECTION OM1 REDUIMb ALCM DMLSArsnx and loedlnl NtlIMa,, Mlklrrpar Portlon, otbulMlrrp Mnafbtamatrvcbtl.hall M acwxibbmNra dpartmvm appantuf by WY Wsn IpprWd fln Jppentuucwx lmed with Jn IIph11L mncrats or aherapprpwtl tlrlWnt wdace upble of wppartlnitMlmpo,ed lord of iln rPurrtw wNghlny atlxst 75,W0 pountic 134DM y). SECTION OM3 MINIMUM SPECIFICATIONS D70.LSAorwrwd wkdh with a hytrant WMre a fln hydrant u located m r fm apparatus awx mad, the minlmum road width Mali le, 15 flat (7925 mm), wdwNeaf fhaWdaN fIN Flaure DID9.1). 3 n TW m see tp 136FOw WJM.eHFwa AC t%aeVYWEu.TFPWYNa TO.FWiNM1MEPH@PO PIGLM 01)5,1 DFADEND FIRE APPAIJUI ACCESS ROAD TUM ROUP aim Grade Nn ap anno, Amass nvtle.hall netxnW SO pamentinpda. 0xptlon: Gredx.txwrdun Mptroant x vPProvedbytMNn chef. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX 0 FIRE APPARATUS ACCESS ROADS term atumirN Mlw Tha minlmum W min6 rehlW shill M tlatarminatl hytM Nn mtotRldal. b103A Deal ands Deab ml fire appantuuecax it, In eacaxvf 150 feet (45 710 mm) anal be provided with width antl tranund pravlNon In acmderm with Table )305.4. TA TLE DMSARMUIREMEM FOR DEAD-END NTIE APPANATUS ACCEMRDAm exam pnpm wblumukcauuuam a•Sx P NrnaReulntl fx�w ao f M•fml N.mmebaa tOlwt T er a6hmxmexrevldracat rxenr,wwM Rwnofm.s rot•rm le I EDAM Xammamatl, eDfad'y` w eMmldblreMwldw6Mxmrtonca Wtdi FRun D1C0t WwnO 1iaPeeN"RUM 0109.5 Mrs, vppantuJ vows roto pus Gaut Munni Mt fln appratus amaa hada chill mmplywlhall wiMfallowlnS cr0atla: 1.Tha minimus ptswidth Mall by MFM (6memm). 1.9atanMll Ncf sswlMlr,arclldln9tYpa. l.Cpnrtmatlan wptsr shill beef maurul. Mxallow manual apwatito by ane pa ver. 4. 698 components hill M mtlnninid in on operative m omen a all emu and replaced or repaired when defects". 5. Elemle Sats,aMll M egNpped Wltha MMM of apanln gthe pts by fire department Personnel bre ernsomy Niel Emeraancyapaning deNex chill M Approved bythe fire We official. 5. MIAMI 0M41AI MOM, M bcxdwith a padidek:r chain and padack until they film capable of WnS :paned by meam offarGOle entrytmh a, Oman a dry Arm cortairx Me SUD) m the bckb Installed attropt, location. 7. IactIngdwlcar IftUVomehdl bewernitted forapprowl by the ffrtgodeofti R. Flamrle Sob uvMan, whin prMtotl, fMll ba Tilled m Jemmancv with UL3A. 9. Gatx Inrtsnded mr etroma9e opanGm chill batluymtl, mrutrunedantl inNlled m mmptywith Lha raqulnmants of ASTM F 1200. Guidelines rehnnudfromthe 2012 Frederick County Fire Prevention Code ply. APPENDIX D FIRE APPARATUS ACCESS ROADS r x. OlMA Nina When raa,Nlntl by the fln wdvamcbl, Nn apxntpi mowed rMtlpMfibmamad wgh permanem NO pMNING-FIRE LANE slave mmplylre with Figure 0103.. Sip, Mall hila a minimm daemdon w 12 Inches (305 mm)Ad. by 19 IMhx(457mm)higgh aha Mw had laltsnonawhM rNbetiwbadxhund.51,o ll Mpawlm order Mhddx wtMNn tpwratu, raid n required by SMbn M03..1 ar )303.51. SIGN TYPE 'A' SIGN TYPE "17 I SIGNT(PE•V" SIGNTyPE MODIFIED "DM NO No ° W� z PARJUNG V W NIS F=AE flR;=NE FIRE FIMNGE S` nauRE Dtm.e FreF Tau. swxa b1m.e.1 Ratan u m:e tsat in ween fln lou USm ae rpalNW In $aetbn OM9.eshall b putd on Mth.ltln w Rn aFParatua+caw ratlsthx m 10 to 15 fix wda lease m 7915 mm1. 0!6933 Raarb mon Mm36 matin witltit Fire lane 219M ae spedRed In Soman 0305. Mall be potted an one side OHM app, ntW acan roetl, mora than 15 fast wide (7915 mm) and lex Man 31 fast Mde (9754 mm). SECTION DIM COMMER13AL AND INDUSTRIAL DEVELOPMENTS o10q.1 auldlnp avpadYG SIR,. stades ar 90th! In height RulIdlmp on ccllma eamadin9 a0 fe6tlaw mm) or three raw In height shall have C Imttwro means ofl n aPP.mn oamx tr.h g.PtUA. DML]Dealings aacxtlua 92pmwwn lox Inane BUIMIn,pc orbdlDln hwlnp • arose Mlltllnparx wmon the S1,O,m pwb Mt (S7eD m]) shell M provided with two Japants old aPwawtl fln aPurrtus aamaa had. EYeaptlm: Prolan MWnp Inas bull4lnt ane of up ts 116,000 pum fro (11510 ml}that row s aln9la apphved Rn appontw arca. read when all bulid'4P era muippadthmudiaut withappmad anrtsmatltapdndvr.Y.tsmr. Z a LU Q LU UL J li 0 W SP NUMBER: #33-19 Rev. No. Oats Lic. No. 32809 DATE: 08/23/2019 SCALE: 1"=20' DESIGNED BY: TTC FILE NO. 2530MG SHEET 5 OF 5 18-04 az I At Z (rl Wz ° W� z V W Z a LU Q LU UL J li 0 W SP NUMBER: #33-19 Rev. No. Oats Lic. No. 32809 DATE: 08/23/2019 SCALE: 1"=20' DESIGNED BY: TTC FILE NO. 2530MG SHEET 5 OF 5 18-04