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27-17 Site Plan
Plan Revisions Date Comment 08/23/2017 1 FREDERICK COUNTY INSPECTIONS & 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 County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Rappahannock Electric Coop 137 Kelly Court Front Royal, VA 22630 1-800-552-3904 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Gas: Washington Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP# 27-17 PIN# 64-11-11 VICINITY MAP SCALE: 1" = 1000' OWNER NAVY FEDERAL CREDIT UNION 820 FOLLIN LN. VIENNA, VA 22180 703-206-3405 DEVELOPER NAVY FEDERAL CREDIT UNION 820 FOLLIN LN. VIENNA, VA 22180 703-206-3406 Sheet List Table Sheet Sheet Title Number Rev. Rev. Date No C0.01 Cover Sheet 1 08/23/2017 C1.01 General Notes and Legend 1 08/23/2017 C1.02 Boundary and Existing Topo 1 08/23/2017 C1.03 Demolition Plan W C2.01 E&S Phase I & II U C2.02 E&S Narrative �x C2.03 E&S Details C4.01 Geometry Plan 1 08/23/2017 C4.02 Utility Plan 1 08/23/2017 C4.03 Grading Plan x C4.04 Pavement Plan C4.05 Life Safety Plan C5.01 Overall BMP Plan C5.02 Overall SWM Plan C5.03 BMP Bioretention A & B C5.04 BMP Bioretention B Details C6.01 Water Line Profiles & FCSA Details -- -- C6.02 Storm Sewer Profiles and Computations C6.03 Retaining Wall Plan & Profiles C7.01 SITE Details C7.02 VDOT Details C8.01 Landscape Plan, Details & Notes 1 08/23/2017 C8.02 Lighting Plan 1 08/23/2017 APPROVALS ZONING ADMINISTRATOR DATE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. APPROVAL OF THIS SITE PLAN EXPIRES FIVE (5) YEARS FROM THE DATE OF APPROVAL. FC SP# 27-17 TH 0� RAI L. LER LIC. N0. 32809 23 -AUG 2o1 -T DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET CO.01 17-14 ) E� U Z Q H Q W J z U �o �x U LL WQ � x U) TH 0� RAI L. LER LIC. N0. 32809 23 -AUG 2o1 -T DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET CO.01 17-14 GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES Rev. June 19, 2Of3 LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the Vl. All this FREDERICK COUNTY BUILDING INSPECTIONS NOTES client and municipal codes. This plan set is not considered complete or appropriate for construction until necessary agencies have approval this is work on project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation VDOT Road g (VDOT) Bridge Specifications 1. ANSI parking spaces provided as required per T1106.1. Van spaces, at minimum, - - - - EXISTING INTERMEDIATE CONTOUR -330 given plan set signed and p and g p and c � sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable require an unloading area of 8' with 8' of parking or 5 of unloading space with 11' EXISTING INDEX CONTOUR -330 construction prior to approvals and licensed/professional sealing will be performed at the risk state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications Regulations, the of parking. Accessible parking signage for van shall include $500 fine. See USBC PROPOSED CONTOUR 400 C N W O of the personnel authorizing work. GE shall be held harmless from and costs, time delay and most stringent shall govern. Section 1106.8 for Van accessible signage. M A m and/or material changes incurred on work started before this plan set receives approvals and V2. All construction shall comply with the latest U.S. Department of Labor, Occupational 2• Accessible parking and unloading shall not exceed 2% slope (1:48). Accessible route - EXISTING EDGE OF PAVEMENT ------- --- - E , - N iro N a seals. Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) shall extend from parking and unloading area to accessible route to main entrance. PROPOSED EDGE OF PAVEMENT >.5 W, 3 2. Methods and materials used in the construction of the improvements herein shall conform to Rules and Regulations. Accessible route with max 5% slopes shall be provided from to 0 a current County Construction Standards and Specifications and/or current VDOT Standards and Specifications. V3. When working g within VDOT right-of-way, traffic parking/unloading main entrance. Maximum slope for landings at door and top/bottom of ramps is 2%. EXISTING CURB AND GUTTER --- - -- -_- ----1--� - H c n d 3. The Engineer shall not have control over or charge of and shall not be responsible for all control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection All required egress/exits shall be Accessible per ANSI A117.1-09. Walking surface shall PROPOSED CURB AND GUTTER �- m z °f V v CLii construction means, methods, techniques, sequences or procedures nor for safety precautions Manual. A transportation management plan needs to be submitted for ap roval and land use issued to meet ANSI A117.1-09 for surface. TRANSITION TO REVERSE CURB and programs in connection with work shown on these plans. The Engineer is not responsible permit prior any execution of work within the VDOT right o wa g Y 3. Buildings shall comply with the Virginia Uniform Statewide Building Code (VUSBC) and EXISTING TELEPHONE LINE --T----r----T----r--- 3� for the contractor's schedules or failure to carry out the work. The Engineer is not responsible V4 The developer shall be responsible for relocating, at his expense, any and all utilities, Section 304, Business Use Group, of the International Building Code/2012. Other for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person performing portions of the work. including traffic signal poles, junction boxes, controllers, etc., owned byy VDOT or private / codes that apply are the Virginia Fire Code 2012, ICC/ ANSI A117.1-2009 Accessible PROPOSED TELEPHONE LINE T r 4. The Contractor, Owner or Developer shall be responsible for third public utility companies. It is the sole responsibility of the developer to locate and identify and Usable Buildings and Facilities and International Energy Code. EXISTING STORM SEWER WITH INLET securing any party inspection/testing service to insure construction compliance with these plans and specifications. utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 4, Buildingshall maintain height and area as required under T503. Building has full g q g PROPOSED STORM SEWER WITH INLET It is GreenwayEngineering's recommendation that a third yinspection/testing part be V5. Design features relating to field NFPA 13 system and Fire Department Connection located. 5. Four story building Virginia BuildingCode, SANITARY SEWER WITH MANHOLE--s----s_ _S__ heservice employed to ensure that project is completed and materials installed meet the details and construction, regulations, and control or safety of traffic g g g Y shall meet Chapter 10 for exitingEXISTING p o specifications in these plans. . may be subject to change as deemed necessary by VDOT. Any additional expense incurred requirements. Exits shall be continuous from point of entry into the exit to exit PROPOSED SANITARY SEWER WITH MANHOLE S V' a rZ 5. The location of existing utilities shown in these plans are taken from existing records. It shall as a result of any field revision shall be the responsibility of the developer. dischar e. All re uired a egress shall be accessible. Landings shall maintain a g 4 b' PROPOSED SAN. IAT. CLEANOUT f s s �- be the contractors responsibility to verify the exact horizontal and vertical location of all ti existing V6. If required by the local VDOT Land Development Office, apre-construction conference maximum 2% slope and walkways shall be a maximum 5% slope. EXISTING ELECTRIC SERVICE --E----E----E----E--- ti utilities as needed prior to construction. The contractor shall responsible for the digging of all test holes that may be required, whether recommended or not by these plans, to shall be arranged and held by the engineer and/or developer with the attendance of the 6. Above grade walkway shall meet IBC Section 705.3 and Section 506 for wall and opening for W determine the exact location and elevation of existing utilities. If any conflicts arising from contractor (s), various Count agencies, utility companies and VDOT () y g y p prior to initiation of protections walkway and generators. PROPOSED ELECTRIC SERVICE E E this existing utility verification or if during the course of construction, any object of an unusual is work. 7. 60% of all entrances shall be accessible. 8. Building overhangs roadway on first floor. The horizontal rating shall be address as EXISTING GAS LINE --c----c----c----c--- W LU Z nature encountered, the contractor shall cease work in that area and immediately V7. The contractor shall notify the local VDOT Land Development Office when work is to begin required in IBC Section 506.5, 510.7 and T503. PROPOSED GAS LINE G G H notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway Engineering or any engineer associated with these be or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. 9. Retaining walls shown will require separate building permits due to height and EXISTING WATERLINE W/ TEE--w----w----w�}-w--- W plans shall not responsible or liable for any construction cost that may be associated with the installation or reinstallation any utility designed by a VA Design Professional. PROPOSED WATERLINE W T, Zi or other improvements if not notified of any discrepancies between actual field conditions and V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control that impacts 10. All structural plans submitted for permit application shall be sealed by a VA DesignW W/ TEE Ti the approved plan. plan a VDOT maintained Interstate or Primary roadway to Professional. EXISTING FIRE HYDRANT/VALVE/METER 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of provide notification of the installation and removal of the work zone. 11. Special inspection requirements of Chapter 17 of BOCA shall apply to the structure q P PP Y PROPOSED FIRE HYDRANT/VALVE/METER � any legal responsibility which may be required by the code of Virginia or any other ordinance V9. The contractor shall be responsible for maintaining a VDOT permitted temporary P g p shown on plans. (soils, compaction, concrete, steel, etc.) � 4) enacted by the County nor does it guarantee the issuance of any required permit by the County, VDOT Agency. p Y construction entrances in accordance with Section 3.02 of the Virginia Erosion and �) 12. A geotechnical report is required for this project per Uniform Statewide Building PROPOSED REDUCER w or any other 7. An approved set of plans and all applicable permits must be available at the construction Sediment Control Handbook. Furthermore, access to other properties affected by this Code, Section 1803 PROPERTY LINE site at all times during construction. A representative of the developer must be available at all project shall be maintained through construction. EXISTING EASEMENT -- FC SP# 27-17 times. 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. WINCHESTER REGIONAL AIRPORT AUTHORITY NOTES: PROPOSED EASEMENT Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's 1. In accordance with the Code of Virginia, Section 15.2-2294, and the FAA, the PROPOSED CENTERLINE - office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia Vil. All water and sewer lines within existing or proposed VDOT right-of-way shall have a contractor must file a notice of proposed construction, FAA form 7460-1 the FAA Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict with for an temporary construction equipment to include cranes, derricks, etc. if they Y p YEXISTING EXISTING CENTERLINE the construction site as required by law. They shall also be responsible for obtaining and points. intend to operate at a height greater than the proposed structure above the ground TREE LINE maintaining on site a Stormwater Pollution Prevention Plan SWPPP . The approval of these plans ( ) PP P in no way relieves the developer or his agent of the V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, for a maximum height not to exceed 740.0 AMSL. The FAA will conduct an airspace g p FLOW LINE - • .. .••- responsibilities contained in the Virginia Erosion and Sediment Control Handbook. etc.) encountered during the course of construction shall be immediately brought to the obstruction analysis and notify the contractor in writing of their determination. The 9. The Developer or his agent shall be responsible for obtaining any required permits from the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design be determined review process can take several weeks and until the FAA completes their study, FENCELIKE -x -x -x x x - Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers can by the engineer and approved by VDOT. construction equipment cannot be used at the site if it exceeds that maximum as EXISTING UTILITY POLE/GUIDE WIRE for any plan wetland disturbance as shown on these plans. They shall also be responsible the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a stated. EXISTING TELEPHONE PEDESTAL El identification and delineation of any wetlands that may be present on the construction site. VDOT representative prior to placement of fill. A VDOT representative shall be present to 2• All cranes will be required to have an aviation obstruction flag and/or obstruction SIGNS 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other insure the soil samples) obtained for CBR's is representative of the location. When soil light visible during operations and must be lowered at night unless lit. Intended equipment prior to entering public streets, and it is the contractors responsibility to clean samples are submitted to private laboratories for testing, the samples shall be clearly hours and dates of operation should be coordinated with David Foley, operations PARKING INDICATOR A streets, allay dust, and to take whatever measures are necessary to insure that public streets identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be in supervisor Winchester regional airport authority no less than 48 hours to start. INDICATES THE NUMBER OF TYP. PARKING SPACES 1 are maintained in a clean, mud and dust free condition at all times. performed accordance with all applicable VDOT standards and procedures. prior 3. Outdoor lighting should be shielded and amber in in to 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County to V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches color order minimize light pollution to pilots approaching the Winchester airport. HANDICAP PARKING prior any construction activities within existing State shall be compacted in accordance with the lift thicknesses, density and moisture 4. Any trees planted as part of the landscaping should be of the type that are slow right-of-way or for construction entrances on to the site. 12. The developer will be responsible for any damage to the existing streets requirements as specified in the current VDOT Road and Bridge Specifications. Certified growing with a maximum mature height not to exceed the elevation of the proposed VEHICLES PER DAY COUNT 100 and utilities which occurs as a result of his construction project within or contiguous to the existing copies of test reports shall be submitted to VDOT daily, unless specified otherwise. building to avoid future airspace obstructions. right-of-way. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 5. Controlled burning should be prohibited due to the close proximity to the runway g p P Y Y PROPOSED BUILDING ENTRANCE F, 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and and/or as specified by VDOT. and since the property is within the flight pattern of the Winchester airport. Q Federal Manual on Uniform Traffic Control Devices ditches 14. The exact location of all guard rails and paved ditches will be determined by VDOT it V16. A post installation visual video camera ins ection shall be conducted b the Contractor P / p Unsuitable materials should be hauled away from the construction site appropriately. 6. FAA has issued a determination of no hazard under Aeronautical Study No. SANITARY MANHOLE IDENTIFIER 12 Z W personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives on all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For 2017 -AEA -7081 -OE with a building height not to exceed 740.00 AMSL. The contractor co � � of the Virginia Department of Transportation VDOT to determine if and where g P P (VDOT) guard rail pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten thetotal must FAA form 7460-2, Notice of Actual Construction or Alteration within 5 days after W and/or paved ditches will be needed. The developer will be responsible for providing guardrail percent ofamount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer the construction reaches its greatest height (7460-2, Part 2). STORM DRAIN STRUCTURE IDENTIFIER O a Q and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation pipe shall be considered as culvert pipe for inspection purposes. Additional testing may directed LIGHTING NOTES: 735.4 a [- (VDOT) Guard Rail and Paved Ditch Specifications. a required as by the Area Land Use Engineer or their representative. 1. All EXISTING SPOT ELEVATION X Z Z 15. All unsuitable material shall be removed from the construction limits of the site plan before proposed lighting will be downcast, full cutoff, and conform to Frederick County Q, Z d placing embankment. V17. The installation of an entrances and mailboxes within any dedicated street Y Zoning Ordinance Section 165-201.07 requirements. PROPOSED SPOT ELEVATION 35� � 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 4 right-of-way shall meet VDOT minimum design standards and is the responsibility of the X Q O W and are for preliminary design only. Final pavement design shall be based upon actual field developer. LIGHT POLE W tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT standards to obtain actual CBR for final design. Final V18. Prior to acceptance of any streets, all required street signage and/or pavement FCSA CONSTRUCTION NOTES r~ E x values pavement designs will be approved g P g PP by VDOT and/or the Owner/Developer, markings shall all installed by the developer in accordance with the Manual On Uniform PROJECT INFORMATION 0 1. The Authority's Water and Sewer Standards Specifications which ever applicable, prior to installation. Traffic Control Devices. De and are available at Z 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The www.fesa-water.com. M LLI pipe shall be minimum 6" diameter and conform to VDOT standard SB -1. 18. When V19. The developer shall provide the VDOT Land Development Office with a list of all material sources to the 2. PARCEL IDENTIFICATION NO: 64-11-11 (INSTR.# 170002409) a W grading is proposed within easements of utilities, letters of permission from all involved prior start of construction. Copies of all invoices for materials utilized The contractor shall adhere to the Authority's standards and specifications in effect at STREET ADDRESS: Building 1: 141 SECURITY DRIVE W Q companies must provided to the County Public Works Department prior to issuance of within an dedicated street right-of-way must be provided to the local VDOT Land Development acceptance the time of construction. Building 2: 146 SECURITY DRIVE W W it grading and/or site development permits. Office prior to of the work. Unit and total rices may be obscured. p Y Building 3: 190 SECURITY DRIVE W Q' 19. Notification shall be given to the appropriate utility company prior to construction of water 3. The contractor shall coordinate with and arrange for inspection by the Authority. Parking Garage: 200 SECURITY DRIVE W U and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning V20. Aggregate base and subbase materials shall be placed on subgrade by means of a 4. The contractor shall connect a new sewer line to an existing manhole by drilling U. permits, cut sheets, and connections to existing lines. 20. The Developer Contractor mechanical spreader. Densitywill be determined usingthe density control strip in Section Y core the manhole. PROJECT SITE AREA: 35.9611 ACRES and/or shall be responsible to supply all utility companies with accordance with 30 of the VDOT Road and Bridge Specifications and VTM-10. A technician DISTURBED AREA: 3.78 ACRES copies of the approved plans and advise them that all grading shall conform to the approved certified compaction shall perform these tests. Certified copies of test reports CURRENT ZONING: Ml plans, and further that the utility companies shall be responsible for horning these plans and allbe submitted to VDOT daily, unless specified otherwise. In addition to checking stone 5. A new water (or forced sewer) main shall be connected to an existing main by a wet CURRENT USE: PARKING/COMMERCIAL the finished grades in the installation of their utility lines. depths, a VDOT representative shall be notified and given the opportunity to be present tap. The Authority shall furnish all needed material and make the tap. An Application PROPOSED USE: COMMERCIAL - GENERAL OFFICE 21. All utilities to be located underground. during the construction and testing of the density control strip. for Wet Tap shall be submitted and the initial fee paid before tap is made. PREVIOUSLY APPROVED PLANS: SP 83-07, 30-09, 25-10, 19-12, 24-13, 24-14, 11-17, 19-04 22. Contractors shall notify operators who maintain underground utility lines in the area ofV21 . Asphalt concrete pavements shall placed in accordance with Section of the V 6. Exact locations of water and lines MAXIMUM BUILDING HEIGHT: 60 proposed excavating or blasting at least two (2) working days, but not more than ten (10) days, to Road and Bridge Specifications. Densityty shall be determined using the densityity control strip sewer services on new are to be coordinated Authority's inspector. with the PROPOSED BUILDING HEIGHT: 60' UPPER ROOF working prior commencement of excavation or demolition. 23. The developer will be responsible for the as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified relocation of any utilities which is required as a his copies of test reports shall be submitted to VDOT daily, unless 7. The Authority's maintenance division REQUIRED SETBACKS PROVIDED SETBACKS PARKING SETBACK result of project. The relocation should be done prior to construction. specifie otherwise. A VDOT representative shall be notified and given the opportunity to be shall furnish and install all water meters through FRONT: 75' FRONT: 268.4' FRONT: 25' 24. All parking lot/street light and dry utility design shall be performed and provided separately present during the construction and testing of the control strip. 2 inch in size. It is the contractor's responsibility to have the meter box assembly SIDE: 25' SIDE: by others. All dry utility and or lighting information shown hereon is specified by others installed correctly. Before a permanent meter is installed: 359.9' SIDE: 5' REAR: 25' REAR: 96.0' and is included far informational purposes only, as directed n the Owner, Developer and/or V22, In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and larger be y ( ) a. The meter box, with its frame and cover, must be properly aligned with the REAR: 5' public agency requirements. Greenway Engineering has not rf P g Y q Y g' g performed the lighting and/or dry shall explored below the bottom of the excavation to g p determine the type and condition of the foundation. The co ersetter. PP NO SIGN IS BEING PROPOSED WITH THIS PROJECT utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination this contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation 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 SITE LIGHTING IS BEING PROPOSED WITH THIS PROJECT -SEE SHEET C8.0 2 on project or the adequacy of the dry utility to service the site. designs shall comply with VDOT Road and Bridge Standard PB -1, Where soft, yielding, or between 18 and 21 inches. 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with otherwise unsuitable foundation is encountered, the foundation design and need for d. A11 components of the meter box assembly shall be in proper working order. FAR CALCULATION: TOTAL 0 - _ LOT AREA - F.A.R. / 35.9611 ACRES 0.198 the current standards and specifications of the Frederick County Sanitation Authority. foundation stabilization shall be determined by the engineer and approved by VDOT. TOTAL FLOOR AREA - Building 1 = 111,754 SF 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon. Detail design of stormwater structures were not provided V23. VDOT Standard Guardrail shall be installed where warranted and/or as on 8. For services that connect to existing lines: - Building 2 = 27,024 SF to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop proposed these plans in accordance with VDOT's installation criteria. Final approval of the guardrail a. The Authority shall furnish and install: - Parking Garage = 107,468 SF drawings as provided by the manufacturer. Contractor shall make adjustments to pipe layout to beg Y given by VDOT after grading is mostly complete. 1. all 5/8"x3/4", 1", 1 iia" and 2" water services Building 3 = 63,145 SF alignments base on provided shop drawings. Greenway Engineering will not be held responsible 2, all sewer services. TOTAL FLOOR AREA = 309,391 SF (7.11 ac) or liable for any discrepancies or changes caused by the structural design. Contractor may V24. Approval of these plans shall expire five (5) years from the date of the approval letter. b. The owner/developer shall: submit shop drawings to Greenway Engineering for review and approval at contractor's expense. Shop drawings V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these 1. coordinate (or have the contractor coordinate) the location of the service lateral the Authority's PARKING CALCULATIONS ( 1 SP/250 SF OFFICE) will be reviewed for compliance with design plans. The Owner or Developer will plans and/or as specified by VDOT. with engineering assistant SPACES NEEDED be responsible for any redesign as a result of structural shop drawing design. 2. submit an Application for Service and PP pay the required fees. PARKING SPACES REQUIRED: BUILDING 1 SF = 106,769 SF = 427.08 SP Q 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" V26. The foundations for all box culverts shall be investigated b means of exploratory Y p Y 9. All water service lines have backflow BUILDING 2 SF = 54,048 SF = 216 SP PARKING GARAGE NO Rev. No. Date 1 08/23/2017 per standard proctor AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be pp y borings advanced below g proposed foundation elevation o determine the type and condition must a prevention assembly (double check valve or = ADDITIONAL PARKING REQUIRED Q certified by a registered professional engineer and results submitted to Frederick County prior to If of the foundation. The contractor shall submit copies of borehole logs and report findings foundation RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. BUILDING 3 SF = 245,538 SF = 983 SP LOADING pavement construction. a geotechnical report has been prepared, it should supersede the in this of exploration to the engineer and VDOT for a proval rior to constructing box. g Foundation designs SPACE BUILDING 3 = 2 SP TH 0 requirements note. shall comply with VDOT Road and BridPe Standard PB -1. Contrary to g y 10. All fire lines must have a backflow prevention assembly p y (detector double check valve or Total Parking Required = 1,627 spaces {FDp 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all the Standard, where rock is encountered and cast -in-place box is proposed, the thickness RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any earthwork activities. of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation exterior, privately owned fire line shall also have a fire service meter. The assembly shall be ADA SPACES REQUIRED BUILDING 1 = 9 SPACES ✓� >� 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building is encountered, the foundation design and/or need for foundation stabilization shall be g / installed immediate) before the backflow y prevention unit. Radio read remotes are required. BUILDING 2 = 7 SPACES permit. determined by the engineer and approved by VDOT. PARKING GARAGE = 33 SPACES (2% OF GARAGE TOTAL) U ANY LK R 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; 11. The Authority shall review the mechanical plan(s) for design and material approval of a BUILDING 3 = 1 LIc. N0. 32809 no less than one litter receptacle shall be provided at the construction site. 31. These identify the location known building's: Total HC Parking Required = 50 spaces O G11 av%_2CIi plans of all gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event are discovered during a. domestic water meter and its backflow prevention device, and/or its v4 7 i' 1 gravesites construction, the owner and engineer must be notified immediately. b. fire service line's backflow prevention device. PARKING SPACES PROVIDED: BUILDING 1 = 447 SPACES s`SIGNAL� 32. Individual sign permits will be required from the Zoning Office for all free standing and/or 12. DEQ must BUILDING 2 = 258 SPACES PARKING GARAGE = 1,607 SPACES facade signs prior to erecting the sign and may require a separate building permit.. also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and the GARAGE SURFACE PARKING= ,6 0 SPACES a copy of stations DEQ approved 0&M Manual. These documents must be received before substantial completion is issued and water meters released. BUILDING 3 = 11 SPACES DATE: 05/26/2017 TRIP GENERATION DATA * LOADING SPACE BLDG 3 = 2 SPACES OCT 2011 Total Spaces Provided = 2,503 Spaces SCALE: N/A FIRE MARSHAL'S NOTE CLASS USE PEAK HOUR VPD 710 General Office ADA SPACES PROVIDED: BUILDING 1 = 17 SPACES AM- 672 VPH 4648 FCSA PROJECT INFORMATION BUILDING 2 = 6 SPACES Fire lane markings and signage PM- 980 VPH = PARKING GARAGE 27 SPACES DESIGNED BY: RLK WATER AND SANITARY SEWER USAGE Calculation of demand/discharge Any "No Parking" signs and yellow painted curb locations will be installed GARAGE SURFACE PARKING= 0 SPACES by field inspection at the direction of the Fire Marshal's Office. 1400 EMPLOYEES = 7,178 GPD WATER DEMAND BUILDING 3 = 0 SPACES FILE NO. 3015L * DATA PROVIDED BY ITE TRIP GENERATION MANUAL, 9TH ED. VOL. 3: Data 2012. CODE REF: 710 *Residential: 0 gpd per connection *Commercial: 0 gpd per 1,000 sf Total HC Spaces Provided= 50 Spaces CAR PEAK HOURS ARE BETWEEN 7:00 A.M. AND 9:00 A.M, 4:00 P.M AND 6:00 P.M. *Industrial: 0 gpd 0 10 persons per acre SEWER DISCHARGE OPEN SPACE CALCULATIONS: SHEET C1.01 17-14 Sewer discharge equals water demand REQUIRED - 25% = 8.99 ACRES; PROVIDED - 52.1% = 18.75 ACRES OUTE 10gi, -ENCS DRIVE IV R INDEP saRNv ss� -� /'..�----- / "I C \ I"` 1 ' - _ — EX. 20'STORM -----'------ I \ 1 y // ` �" 5' L RAINAGE ESMT. _ ` g j 4 lJ A T.M. 64-11 14; I' INDEPENDENCE DR WINCHESTER VA, LLC; T.M. 64-11-13; I a 11111LLL Lf 1idilImlijj f / INST. # 140008743 I SAI PROPERTIES, LLC 0 � f 'il------------ ZONE: M1 INST. # 030024440 I < II i } —/---4--- USE: VACANT ZONE: M1 I Ml //. USE: COMMERCIAL If I�f p� EX. 20' STORM I DRAINAGE ESMT. / Jf 1 p�/ai L 1EXi 20' F.C.S.A. \ \ s INST. No. 010008162 \ +jnnl t WATIER'\LINE ESMT. \ \ 1 1 I \\ •� I I I r'I) 1 \i \l. r� \ k- v INST.INo.\120013038 EX. 0' GRE I 1 p =SS OT. i. 11 III EX. 50' 11 f I p J( 3�\ INGRESS/EGRESS ESMT. +� I I B Rio J g r7� 0��� I �, i --M _ -T -_ _ _ 1 J,' S 'LU P 1 roe Li® r IN 1 k'ILL LL\'llY.� ®\ to I I l t { to I if I [ 1� I l EXISTING �l i + SII - BUILDING #1 7 L I EXISTING J EX. 20' -��{� BUILDING #2 I f\ �i iI - I,/ INGRESS/EGRESS ESMT. ----1�I ZDNE TM 64-A-1 59H INST.#030027882 ZONE: M1&62 I H-- _�____��11 I t INGRESS/EGRESS ESMT. & I I \ ! USE: VACANT I /� ly I I ry / r1 5 I INST. No. 010006153 31 14 ! lI /I I TM 64-11-15 ____ __ -- \ j LOT 15 Sh+ TVI W BU. IN SS CENTREFOR r / IS t / °° `L —s —� i r _/' r(,` 1 `� . 50' IARESS/ / \ l v / /n \ 1\ 11 \ I INSTRUMENT YR. 2008 i -. � I INSTRUMENT#8956 fl S / \ _ \ j 5.00 ACRES I1 t / l ;� \ w EX.20'\STORM I ZONE: M1 USE: COMMERCIAL j ' �} \\ \ \ �_ °1. `.�- /� SEWER ESMT. / 1. \\ \ 25' BRL ♦/ , \ },( \ - �� �i�/ \ \ \--N4, 010006153 \ `\ \ \ \\ \\ 4 \` \ \ \�\\! •-/ f/, \\`� \ / /�J !tdTtfl 111 IT IV f)G.TJ90\ \\\\\\ \ /'i / / .. \ ( - /' ' - g 6r ✓ \\\ - \\\\ \ \�(+ / / //// y/111 (� J JI/ / //i. TM 64 -A -159A \ ` ` \ ' -- —/- 14 WINCHESTER REGIONALAIRR\ORT T; \ \ \ _1' r 1 / \ ; ///If/' D.B. 842, PG 1400 \\ \\\ \�\ \\ \ �1 RIA - \ \ \ o -o / / \ `\ r /7 1 / 1 / \ \ '� F \ fqX, WATER 28.69 ACRES \ �< \ \ \ €R '� \ �\l! ZONE: Mi USE: COMMERCIAL \ `\\\ \. \� \ \ \\ _ \�_ e \ /`� \ �/ \� n I { l'�/�� �/I U Jll I / I t MMT. ESMT. MlPill IiI \\ _ PARKIN i 010008162 /T Nb. 030017554 PARKI g y o C \ \\t \ K / vvA V v v. ��v\vv� vv vv V PER ST ION) IR \ \ \\ \\� \\ \ \� /�� EST S - \ r\ ' l 1 // 1 f I d3 0$2 6/ / \ N\ CRE Oil: q S'FR NT YR, TRU \.\ \ i ''.G. \ -\ \ / -_-,\ ���. .•. i \\ \ \\\\ t II\ � III11 1 1 1 I I 1 1 _ i tIIS\4\ISI II RCIAkr / _ — v 1 t1I1\jtr 11 1 1 \\1\t 11 t 1 I I I \ \ \ \ / r. \\\� \-- \ 1 -__/ \ \ 1I 1 i� \\ Y,Y1 I\t1114I!IJ� 1 IVIyi 1''I I. t: \ Ce I I 1 ,�e \ \\\\ f 11 L.y 11 y 1 `PJ{l=M (S\ \\ 1\ \ \'\\�� 1 '. \1 lyV I :I fll I ylSti +sPIRf{1 J 1 \Q &\ \ TM 64 -A -159C \ \\;. \ f r �\ %�\ \ \ \` _ -♦ i' it I (ti - // )\ / / %!� { l \ I Iljlll' J:. i 1 'III 1\'111 \ \ 4 \ \ WINCHESTER REGIONAL \\ n.\ \ AIRPORT AUTHORITY D.B. 781, PG. 1427 ) yi 11' \ : c \ ''.,\\ \ \ \ \ l T\ ✓ /^),S\ II I I t S 1 i {Y:II i ��IFA€I� \\\\\\�S \1 I 5.28 ACRES / \ \\ ` :I,.\ ---•.\ �T \ \ T 1` 1 11 \ ,: 1 1` \ \\ �i \ \ 1 S I \ ZONE: RA USE: RESIDENTIAL \ - o �� \\ \\ 1 / I ` ♦ `\ / l�ll\ -,\�. f j(<^` 1 IIN�It I I 1 �\.\tll Ilt \\\\1\11 LN1 1 t - �ta� , I � � '. \ �� � ` \ \ �o \ \\\ tom- .r - > \ � I 1 1 \ . Il \ 1 I. `� `- '` \` \ �\ \`•� J / ii... Ili ' \l I i I 1 i"�T f I 1 IR I)111 ! ._m'0. _ - - \�- - - I 1 : 1\ \\. \ 1 \ \ 1 \ I r \ .1 4ERI( /�.. 'e - `� i \�� '�1 a `�� `... I t II t[I /. iV1 I1�11 I, . �Ui*NII\ARY SEWER& OMEN WA, ER! \ .\ I 1 1 L k k \ 1 V - \ 1 \�.�, " y t ttl'f \ { V1 l N R SSlE RESS ESMT. 7�, 1 I \�\\ \ ( S 1 I ISTRE 1 ~.:- � � � � - `: ` 1 \ I f t f t 7 ` '" .'t \ \ 1 \ \ \ �''•I 25' \ B - -_ - - - 1 l \ \ \ \ X. No. 010006153 \ \ I t 1 6 1 i - S I I I `{StV�t . .� \`\ 1 y \\ 1 \ \ \ 5p' 1 \ \\ \ \ 1q l I ♦ L _ \` - \\ I I I I t t \ \ \ 1 \ RIPARIAy"•R "r .. ..,��� - - \`' 1 l W \ 1 \ 1 1 \ 4 { 1 1 l \ \ if BUF Ab Z 1r -_ \0.��-ice. _ 1� c��-•\N. I. \\\It�IST.i�O�OQ 153 o� I \ \ \ \ \ \ i APPROX. Z L- .T-- .y�\'\� - \ \\ \ \\ \ 1 \ -- POTENILA - / - `_"--�_ -�\\ �� 1�lll , \ \� \ CATION OF 76 INA T�'617F FUTURE RTE 37 g L ---- — f R.O.W. bi M TYR\12pO7\ IN S YM, 4� _ ---_ TM -65.A=1755— _--- -`:tN$FRLZ(eIENTY01�`\2�\\'" "'�v "-` ` \—�Z E:E$Q BER�1t1ENTJAL BONNIE L. TRIP E'fiTTRIJS Ef \\\ ,�INSTRUh4ENT # 11276 +- `� `�OhFE. ENTIAL 10.00 ACRES : /_ OZONE: RA USE: RESIDENTIAL CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTHH247 S C1 2332.03 475.28 11 °40 38 N 72°38'30" E 474.46 E 2 1030.00 8.8 1 22 N23°4 01W 58.3 L4 C3 1080.00' 60.48' 3'12'30" S 23'4757" E 60.47' 63°2325 W 79.72 L6 N 61'4741 E LINE TABLE. LiNE ` , BEARING DISTANCE L 1 S 56° 17 31 " W 45.94 L2 S 33°4229" E 28.00' L3 T-5-6* 1-7 31 E 35.46 L4 S 13°1126 E 31.03 L5 N 63°2325 W 79.72 L6 N 61'4741 E 141.02' L7'5* W 79.10' L8 S 66°28'43" W 50.01 SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: JULY 2016 2. Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING JULY 2016 Date 3. Aerial topographic mapping performed by: VIRGINIA MAPPING Dated: MARCH 2007 O N eo °r° E t N N V N Lo cb J C w,' C m >.>��3 c L y vd w t L o Ln c � r y LL 0 ` , H Q w Q J wo Z W Q U WW Q 0� Rev. No. Date 1 i 08/23/2017 Lic. No. 32809 DATE: 05/26/2017 SCALE: i" = 80' DESIGNED BY: RLK FILE NO. 3015L 80 40 0 80 160 SHEET C1.02 SCALE: 1" = 80' 17-14 III N0 !�\ �,� J ��--1 l I\ .2 N jN N c LAM I I DEMO/ , H POL�A� SE O � �— �� / ' ' I I o STORM STRUCTURE MAIN I / \ STORM PIPE TO '�� _O \ / fJ �/ \ a \ � l !\ \ REMAIN REMOVE LIGYT PO EL & STORE ON / 1 SITE, DEMO BASES 1 I� \ ! � DEMO STORM PIP - � 1 / 1TRUCTURElBMP SYS MW 1 DEM LIG T TO BE MOVED � 7 / P )6E AND BASE `\ / RE600 ED / 1 $EMOVE LIGHT POLE & STORE -,M—\ \ / \ \ CD _ � W I SITE: DEMO BASES \ _ \ La Z DEMO L tI�HT POLE AND TO. E RELON ED — -- � BASE \ � TO BE RELOC TED � � �� .�- �- _.�� q � T h (SEE NOTE # ) Is\ -�_ EMO BIO -RETENTION � \ FACILITY z / DE --0R tSTRUCTURE uv / de W I � !�j \ I G r / / ,N s�� \ U E \ / \ FC SP# 27-17 DEdLIGHT POLE ANDBASE GE UG D f \ \ / )EMO LIGHT POtPAND // BASE DEMO STORf�PIPE AND OUT co [~ rE \DEMO COtJCRBTE I ' j -� / / / % \ / .� / / I DEMO STORM STRUCTURE I :.:.:..::. .:.:....:.:...:...:.::.::....... / v / I L DEMO OMPfi O w O iv W LL zrx \ o NGGPOLE NDr//j H \ \ \ t BASE \ \ \ \ \ \ \ \ \ DEMO OUTLET / L "� \ \ S. ✓ / / / / / / l l J J , l PROTECTION ;(D; No. Date RA4YPLER � \ ,/ / / /J Lic. No. 32809 1v1 / \v` \ l �, / / 0 23 Av4 zbl� .\ \ > ` \ \ \ ` \\ \ \ \ \ ` \ / l l / l l / / ONAL DATE: 05/26/2017 NOTES: 1. ALL ITEMS TO BE DEMOLISHED SHALL BE DONE SO AS TO ENSURE EXISTING SERVICES REMAIN IN OPERATION DURING DEMOLITION AND CONSTRUCTION. LEGEND scALE: 1" = 30' CONTRACTOR TO COORDINATE WITH DRY UTILITIES ON RELOCATION OF SERVICES WITHIN PROJECT AREA. 2. DEMOLITION SCHEDULE SHALL BE SET BY THE CONTRACTOR. THIS SHEET IS TO DELINEATE, AT MINIMUM, ITEMS REQUIRING REMOVAL FOR CONSTRUCTION. 3. EXISTING BIO -RETENTION AREAS SHALL BE DEMOLISHED IN FULL. INCLUDING FILTER SOILS AND UNDER -DRAIN MATERIALS. AREA SHALL BE BACKFILLED WITH PAVEMENT DEMOLITION DESIGNED BY: RLK STRUCTURAL FILL OR AS DIRECTED IN THE SPECIFICATIONS TO THE APPROPRIATE COMPACTION RATE. FILE NO. 3015L STORM PIPE DEMOLITION 30 15 0 30 60 SHEET C1.03 SCALE: 1" = 30' 17-14 EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION N o� 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N ,� J 'c 3.05 SF X - X - X SILT FENCE > s o xx xx xx- SUPER SILT FENCE* LO d 0 x cp 3.07 IP STORM DRAIN INLET PROTECTION Ln CL LLi F c__ /I _--_� - { M §its uwE a /_ tl ) I� 1 s\ I �� 3.08 CIP CULVERT INLET PROTECTION O �l 1 // fl J (1 �' - _+..--_� I- M- � /y Y `�1\ \ 1 3.18 OP OUTLET PROTECTION � 3.20 ROCK CHECK DAMS LIMITS OF CLEARING & GRADING W DRAINAGE DIVIDES W C� ill LCG \` T '.\' - RESPONSIBLE LAND DISTURBER It 1 i 49 #4 r / DA=0.02 AC. A=0.02 AG. DA=0.02 AC. TO A=0.33�A \ .� DA=P: - 2�- - - I I i I i ERT k• NAME: CERTIFICATION#: DATE: t iP THE RESPONSIBLE LAND DISTURBER O) THE PARTY RESPONSIBLE IS FOR OUT THE LAND ! l \ \ \ \ --- #5T - ✓z „� , lfl7)75 47sC.°"�TORDT®� TO �2D9 g i- DA=0.19 ALs' r J `� 0.24. / DA 50.02 C-0.90 C=0.85 i< \ /f \ ������---JJJ ACTIVITYNG AS SET FORTH NDTISTURBING HE PLANS. TO7STR#A \ \ \ \ TO RD10 , 1 _••F� r`' , TO 4� P c t 7S \ \ � ~` NOTES: M " I- \ \ \ \ \\ \ ( \ it / ( 1 \ , \ \ \\ \\ J J / 1. A CURRENT VSMP IS ACTIVE FOR THIS SITE GENERAL PERMIT NO.:VAR1 OJ617. 2. SLOPES 3:I AND GREATER SHALL BE PROTECTED WITH U � Z - Q 1rf \ \1A / SOIL STABILIZATION BLANKETS (EC -2). qj QZ \\6 3. CRITICAL AREAS TO BE STABILIZED 100/PRIOR TO INSTALLATION OF BIORETENTION BASINS. 0l 0. O TO RD4 DA=0.09 AC. AC==o.0».90pc. { \ 4. INLET PROTECTION FOR TRENCH DRAIN -WRAP TRENCHDA-0.18AG [-i U 6•t,. .\ l 4 \ \ \ \ l .-- j j .•'. TO RD5 \ \li = DA0.28 AC c=� / i \\\ I I6„0 ��// % % /Q•i DRAIN GRATE WITH SILT FENCE TO PREVENT SEDIMENT FROM ENTERING TRENCH DRAIN. x m - tJ - 1 bl \ -.._ \ / `''.. r, . \ � • � .. \ c if r / // / I � ��\\\\ \\\V _ ✓\�V �\ .1 .✓ \\ A\��'� A MT _ DA -0.93 AQ �C�r t .°.: \ I ✓/ / / _--;-,'•V\ LS 1 \i 1 ��IU. ///(E { t Ir ( /l�l, .�• I i cr \\ \\ \ \\ \\ \ \/ \ \\\\\\\ � _-- \ n 1 v --\"ii ''• � \ ,/\rte \ \ yy- \ \ Xi � Rev. No. Date TH p 1 1 680 �\ \ 1 1 { I 1 l \ 1 !yj _ `\ \ \1 \ll\ \ \ � \ � \ i / ` � \� \ � 1 \\ �` x\� 11 �\ � '`� � -- -_ ✓- - �--` .\ ,11 tiVl 1 11111 i } !\�! � t\ 11/ 1\i �,� 11 � � � / ,, �� - 1) 1\i I 11� RANDY. EPLER RiLiC. No. 32809 o�23-Au4Zc,`t•v �h G1 SINAL DATE: 05/26/2017 SCALE: 3= 50' DESIGNED BY: RLK . \ \ \ \ � \/\ / /\ I, •:\\ \ \ \\\ \ \ � \\�,.:\ "e � � � _ � \/ / j1°11 i 1 1 ( \ \ 7ft7 i > I {I i { i { I I I j Itl\I 11 t4 �� 1 1 i I 1 1 ' { !t 11\ \ \\\ 1 \ \. ,11 l 1 \ {1 t t 50 25 0 50 100 FILE N0. 3015E SHEET C2.01 � '� � { i I I 1\ \ , � \ \ ! SCALE: 1 " 50' 17-14 EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project development will consist of the construction of a commercial building, Management Strategies: MINIMUM CONSTRUCTION STANDARDS 19. Properties and waterways downstream from development sites shall be w in o parking spaces, and roadways . The property is zoned M1 and is located in Westview Business Centre along Security Drive in Frederick County, Virginia. The total site area is 36.5259 acres, of which Construction be An erosion and sediment control program adopted with this plan must be protected from sediment deposition, erosion and damage due to increases in g. Outfall from a detention facility shall be discharged to a receiving channel, w c N -7 co N approximately 3.80 acres will be disturbed for construction. This plan is considered a supplement to shall sequenced such that radio operations will begin and end as quickly as q grading P 9 q y possible. consistent with the VSECH for 9VAC25 840 40 minimum standards: volume, velocity and peak flow rate of stormwater runoff for the stated and ener dissi ators shall be laced at the outfall of all detention facilities as energy p P N R R m in rn - m c the E & S plans found within the NFCU Parking Garage Construction Plans. The 3.8 acres is part of the frequency storm of 24-hour duration in accordance with the following necessary to provide a stabilized transition from the facility to the receiving = `O e4 d .� 12.66 acres disturbed as part of the NFCU Parking Garage Plans. The site superintendent shall be responsible for the installation and maintenance of all erosion standards and criteria. Stream restoration and relocation projects that P 1 channel, = o' a v r. R > 3 Date of construction: Construction will begin following Ian approval and will take a g' g p pp approximately and sediment control measures. Maintenance of these measures throughout the project is 1. Permanent or temporary soil stabilization shall be applied to denuded areas incorporate natural channel design concepts are not man-made channels and shall be exempt from an flow rate capacity and velocity requirements for P Y P ty q h. All on-site channels must be verified to be adequate. ^ v y twelve (12) months to complete. critical to the effectiveness of the program. within seven days after final rade is reached on an portion of the site, Y 9 Y P natural or man-made channels: I. Increased volumes of sheet flows that may cause erosion or sedimentation on Y a c v o � After areas above controls have been stabilized, the controls shall be cleaned up and removed. Temporary soil stabilization shall be applied within seven days to denuded a. Concentrated stormwater runoff leavin a develo meet site shall be discha ed g P adjacent property shall be diverted to a stable outlet, adequate channel, pipe or �, s a r O " Existing site conditions: The site is currently a parking lot with stormwater BMP's. Sections of the site areas that may not be at final grade but will remain dormant for longer than 14 pipe system, or to a detention facility. are wooded. The site is divided into two major drainage areas one on the west half and the other on the I 9 Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, days. Permanent stabilization shall be applied to areas that are to be left y PP directly into an adequate natural or man-made receiving channel, pipe or storm j. In applying these stormwater management criteria, individual lots or parcels _c ° ° east half. Typical slopes range between 2h and 60%. Two existing stormwater ponds and one existing seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at dormant for more than one year. Y sewer system. For those sites where runoff is discharged into a pipe or pipe in a residential, commercial or industrial development shall not be considered to be farm pond are on this site. See the NFCU Parking Garage Construction Plans for additional details any one time. 2. During construction of the project, soil stock Iles and borrow areas shall be p system, downstream stability analyses at the outfall of the pipe or pipe system be separate development projects. Instead, the development, as a whole, shall be on existing conditions under construction). g ( ) stabilized or protected with sediment trapping measures. The applicant is shall performed. considered to be a single development project. Hydrologic parameters that reflect Adiacent areas: The site is bounded by commercial property to the north, east and west of same All cut and fill slopes are to be seeded and mulched within five (5) days of completion of radio grading. responsible for the temporary protection and permanent stabilization of all soil b. Adequacy of all channels and pipes shall be verified in the following manner: the ultimate development condition shall be used in all engineering calculations. zoning. Property zoned RA is to the south. Drainage swales shall be stabilized with check dams until vegetation has been well established, stockpiles on site as well as borrow areas and soil intentionally transported (1) The applicant shall demonstrate that the total drainage area to the point of k. All measures used to protect properties and waterways shall be employed in a at which time the check dams shall be removed. from the project site. analysis within the channel is one hundred times greater than the manner which minimizes impacts on the physical, chemical and biological integrity Offsite areas: No offsite areas will be impacted by this project. 3. A permanent vegetative cover shall be established on denuded areas not contributing drainage area of the project in question; or 9 9 P 1 q of rivers streams and other waters of the state. r� Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map 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 otherwise permanently stabilized. Permanent vegetation shall not be P y g (2) (a) Natural channels shall be analyzed by the use of a two-year storm to I. An Ian approved nor to Jul 1 Y P PP P y , 2014, that provides for stormwater H this sheet. contractor's 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 considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. verify that stormwater will not overtop channel banks nor cause erosion of ty P04 channel bed or banks. management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity Critical areas: This site contains stream areas, two streams and two ponds which shall remain outside the disturbance. All to be 100% installation standards and specifications in the Virginia Erosion and Sediment Control Handbook. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other b All previously constructed man-made channels shall be analyzed b the ( ) P Y Y requirements for natural or man-made channels if the practices are designed to (t) W `-� (� of area of areas stabilized prior to of bioretention basins. stormwater Management: measures intended to trap sediment shall be constructed as a first step in any t use of a 10 -year storm to verify that stormwater will not overtop its banks 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 oneyear,Z P p 9 � Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural land -disturbing activity and shall be made functional before upslope land and by the use of a two-year storm to demonstrate that stormwater will 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, l� i -a erosion and sediment control measures shall be constructed and maintained accordingto the minimum Increased runoff from this development will be controlled by the Project's stormwater disturbance takes place. not cause erosion of channel bed or banks' and � and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow A W U1 z standards and specifications of the Virginia Erosion and Sediment Control Handbook. management facilities (See regional stormwater management plan for calculations). S. Stabilization measures shall be applied to earthen structures such as dams, (c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year rate from the site assuming it was in a good forested condition, achieved through �` H Structural Measures: dikes and diversions immediately after installation. storm to verify that stormwater will be contained within the pipe or multiplication of the forested peak flow rate by a reduction factor that is equal to W Maintenance Program: 6. Sediment traps and sediment basins shall be designed and constructed based system. the runoff volume from the site when it was in a good forested condition divided by Install Temporary Construction Entrances with Wash Racks (3.02) at the existing parking lot and to upon the total drainage area to be served b the trap or basin. P g Y P c. If existing natural receiving channels or previously constructed man-made the runoff volume from the site in its proposed condition, and shall be exempt from minimize sediment carried onto roadway. Entrances shown on E&S Phase plan are approximate - Contractor is to locate existingroe access and install entrance accordingly. The parking lot property rn g y P g All control measures shall be inspected daily by the site superintendent or his representative and a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per channels or I es are not ade uate thea licant shall: pipes adequate, PP an flow rate capacity an yrequirements Y p ty d vs proldpufor natural or man-made channels as defined in an regulations promulgated pursuant to 62.14.15:54 or Y g P g P § construction entrance and wash rack shall remain throughout all phases of construction, g P within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be acre of drainage area and the trap shall only control drainage areas less than 1 Improve the channels to a condition where a 10 -year storm will not overtop () P Y P 62.1-44.15:65 of the Act. checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized three acres. storm will not cause erosion to the channel, the banks and a two-year , the m. For plans approved on and after July 1, 2014, the flow rate capacity and Install silt fence and super silt fence as shown on the plans to intercept and detain small amounts of and reseeded as needed until grass is established. b. Surface runoff from disturbed areas that is comprised of flow from drainage bed, or the banks; or velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be sediment from disturbed areas during construction in order to prevent sediment from leaving the site. areas greater than ore equal to three acres shall be controlled b a sediment 9 q Y (2) Improve the pipe or pipe system to a condition where the 10 -year storm is satisfied b compliance with water quantity requirements in the Stormwater Y P q tY q Nearing completion of the final grade, the storm sewer shall be installed. Culvert Inlet protection (3.08) Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. basin. The minimum storage capacity of a sediment basin shall be 134 cubic g P ty contained within the appurtenances; Management Act 62.1-44.15:24 et se of the Code of Virginia) 9 (§ q. ginia) and attendant and Inlet protection (3.07) shall be installed on all new inlets throughout the site. Outlet protection yards per acre of drainage area. The outfall system shall, at a minimum, regulations, unless such land -disturbing activities are in accordance with (3.18) shall be installed on all outlets as shown on the plan sheets. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged maintain the structural integrity of the basin during 9 ty g a 100 -year storm of 24-hour (3) Develop a site design that will not cause the pre -development peak runoff storm to increase when runoff outfalls into a natural lt rate from a two-yearRegulation 9VAC25-870-48 of the Virginia stormwater Management Program (VSMP) by sediment, it shall be removed and cleaned or replaced immediately. duration. Runoff coefficients used in runoff calculations shall correspond to a channel or will not cause the pre -development peak runoff rate from a or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act. Coordinate relocation/demolition of existingutilities/stormwater structures in locations shown on bare earth condition or those conditions expected to exist while the sediment P n. Compliance with the water quantity minimum standards set out in plans. Seen notes on the Demo Plan, Sheet C7.03, for more detail. The contractor is res onsible for kee m existing p p' g g public roads in a clean, dust and mud free, basin is utilized. 10 -year storm to increase when runoff outfalls into a man-made channel; or 9VAC25-870-66 of the Virginia stormwater Management Program (VSMP) Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or condition at all times. 7. Cut and fill slopes shall be designed and constructed in a manner that will (4) Provide a combination of channel improvement, stormwater detention or Regulation shall be deemed to satisfy the requirements of this subdivision 19. 9 fY q greater) and as needed to stabilize disturbed areas. Erosion and sediment control minimize erosion. Slopes that are found to be eroding excessively within one other measures which is satisfactory to the VESCP authority to prevent program: P 9 year of permanent stabilization shall be provided with additional slope downstream erosion. Vegetative Measures: 1. Hold pre -construction meeting on site with inspector, stabilizing measures until the problem is corrected. d. The applicant shall provide evidence of permission to make the improvements. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after 2. Install construction entrances. 3. Clearing and grubbing for sediment control devices only (ACF Environmental smart 8. Concentrated runoff shall not flow down cut or fill slopes unless contained e. All hydrologic analyses shall be based on the existing watershed final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within fence/Filtrexx compost filter sock or approved equal). within an adequate temporary or permanent channel flume or slope drain q P ry P P characteristics and the ultimate development condition of the subject project. P 1 P 1 seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than 4. Placement of sediment control devices, structure. f. If the applicant chooses an option that includes stormwater detention, he shall fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant 5. Obtain inspector's approval prior to beginning grading operations. 9. Whenever water seeps from a slope face, adequate drainage or other protection obtain approval from the VESCP of a plan for maintenance of the detention for more than six (6) months. 6. Clear and grub main area of site protected by installed E&S controls. shall be provided. facilities. The plan shall set forth the maintenance requirements of the facility Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or 7. Rough grade site area. 8. Install drainage devices with sediment control. 10. All storm sewer inlets that are made operable during construction shall be and the person responsible for performing the maintenance. temporary vegetation immediately after grading. 9. Final grading, protected so that sediment -laden water cannot enter the conveyance system 10. Restoration and stabilization of disturbed areas. without first being filtered or otherwise treated to remove sediment. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and 11. Remove erosion and sediment control measures with the approval of the inspector. ALL 11. Before newly constructed stormwater conveyance channels or pipes are made E-- mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after areas to be stabilized 100% prior to installation of bioretention basins. M Z-) construction operational, adequate outlet protection and any required temporary or Note: The Frederick County Public Works and Engineering Department retain the right to add permanent channel lining shall be installed in both the conveyance channel �� Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to and/or modify these erosion and sediment control measures during the construction and receiving channel. > final grade and seeded to protect from rill and gully erosion. process, within reason, to ensure adequate protection to the public and the environment. 12. When work in a live watercourse is performed, precautions shall be taken to7 W Q Seeding minimize encroachment, control sediment transport and stabilize the work area L schedule (soil stabilization): to the greatest extent possible during construction. Nonerodible material shallQ a E� 1. All permanent seeding shall be in accordance with section 3.31 3.32 of the VESCH. 8. be used for the construction of causeways and cofferdams. Earthen fill may be � Q Z 2. Spread topsoil at a minimum depth of four (4) inches. used for these structures if armored by nonerodible cover materials. � 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 13. When a live watercourse must be crossed by construction vehicles more than - x - oR Q' W 0 square feet (2 tons per acre). 4. twice in any six-month period, a temporary vehicular stream crossing e� 17 � CJ Fertilize with 10.10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre)._ constructed of nonerodible material shall be provided. 728 ��� Z 5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top ,� ,� 4 �d 0 /'�� - W U Clover. 14. All applicable federal, state and local requirements pertaining to working in or 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Itis per acre anchored with crossing live watercourses shall be met. cutback or emulsified asphalt applied at a rate of 200 gallons per acre. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. Dust control: P 1. Temporary 16. Underground utility lines shall be installed in accordance with the following 50 F\ W LL Z seeding shall be applied to all disturbed areas subject to little or no construction standards in addition to other applicable criteria: A 41Cj ` 3m 50 1 traffic. ��o Q 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is a. No more than 500 linear feet of trench may be opened at one time. 16 wet and repeated as needed to control dust.} b. Excavated material shall be placed on the uphill side of trenches. ki, � W ` y�l jg Qa c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that �i o0 0 does not adversely affect flowing streams or off-site property.UIMIM o o' d. Material used for backfilling trenches shall be compacted in order to41C r 41 properly minimize erosion and promote stabilization.y e. Restabilization shall be accomplished in accordance with this chapter. Va"N" 9C v f. Applicable safety requirements shall be complied with. P> 35, lr °, r fr 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicularWL t r tracking onto the paved surface. Where sediment is transported onto a paved 9C 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 41 C 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 y; 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped iB r sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. Rev. No. Date 9C � r TH o I Legend ✓� Q Navy Federal Credit Union I- U RA L. PLER 9 Parcel Boundary (Approximate) T LIC. N0. 32809 Soils 1 B:BERKS CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPESs Cs~ 35:PAGEBROOK SILTY CLAY LOAM `rIONAL =41C:WEIKERT-BERKS CHANNERY SILT LOAMS, 7 TO 15 PERCENT SLOPES E:a-J 41 E:WEIKERT-BERKS CHANNERY SILT LOAMS, 25 TO 65 PERCENT SLOPES 9C:CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES DATE: 05/26/2017 W:WATER _ SCALE: N/A SOILS MAP NAVY FEDERIAL CREDIT UNION DESIGNED BY: RLK FILE NO. 3015L Feet SHEET C2.02 1400 0 400 17-14 STONE CONSTRUCTION ENTRANCE , "1W. I 095w P FlA1FR p.01N�' 8' AWA I q SIDE ELEVATION cA'annc crsauim �o• AWA a..... ..... Tz' Lw. 10, 10' MW.. GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER } LrooT JT I POSnrvE aeAuwce ro' AaN. RUNOFF WATER WIRE MESH DEcvuese� B -f FILTERED WATER a WrF EATEMa FMu IRM M a""�RaraMOfC"� PLAN VIEW a orERArroN a . e. SEDIMENT Z>LU L LUN A—A CONCRETE GUTTER 12" CURB INLET SOWff: ANNED from 19E ! SECTION B—B 1 and l4. DISK P/ote .302-1 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIXELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA, DSWC PLATE 3.07-6 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS, TRENCH UPSLOPE ALONG THE UNE OF POSTS. PLATE. 3.29-4 FLOW IIS � I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND R INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE, 3.05-1 OVERFLOW RUNOFF WATER WITH SEDIMENT \-DROP INLET WITH GATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 2" X 2"X 36" WOODEN STAKES PLACED FILTREXX®SOXX^" (12" TYPICAL) BLOWNlPLACED FILTER MEDIATM WORKAREA A EAT BE PROTECTED l 12 MIN SECTION NTS 2" X 2`X 36" WOODEN STAKES PLACED 10'0.C. WATER FLOW WORKAREA PLAN ws AREA TO BE PROTECTED SOXX" (12-P TYPICAL) SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLaw OPTIONAL STONE COMBINATION h� FLOW zs' �VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE NF—CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Ya. DSWC PLATE. 3.08-1 POST TENSIONIN G TIE ITYP OF 4I 5 FT. METAL T-P --a'TYPICAL -I (1.25 LB/FT MIN iiiiiiiiiiiw j--- 2' NOTES: T. -ALL TO MEET FILTREXX® SPECIFICATIONS. 2. FILTER MEDIA" FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 22" 16 � ATTACHMENTPOINTS (USING ORANGETRENCHING NYLON TIES OR ETALWIRINDICATOR LINE. E LOCATED AT REINFORCED POST TENSIONING CABLE CHANNEL ATTACHMENT NYLON TIES OR (TYP AT EACH T -POST) METAL WIRE FOR POSTS SHALL BE. PLACED BELOW TENSIONING TIE LOCATION WITHIN LOWER I INCH OF REINFORCED POST POST TENSIONING CABLE CHANNEL TENSIONING TIES— REINFORCED POST TENSIONING 10 INCHES FABRIC ANCHORAGE DEP ISOMETRIC VIEW "OpLEFR\ IL FILTREXXO SEDIMENT CONTROL - °` ,E L., �r 1.1A rc,1L NTS p. FbaoE DLoI x.11- .Fs F F I1 SMF E`w INFFIEII PEFN..4IIN IF Ill ��� _ IID rl Ill 11111 IL q 11(•1.9111®. 111 CMN 1010115 A4IInG FT. METAL T -POST .25 LB/FT MIN.) SMART FENCE HD INRTA I I Fn WITH T_PnCT¢ TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs,/acre) Sept, i - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secal cereale) Feb, 16 - Apr, 30 Anual Ryegrass 60 - 100 (Loliium multi-f(orum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep, Grasses and legumes shall be planted with no less than 1/4" soil cover. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES � I FOR APPALACHIAN/MOUNTAIN AREA '.►R A , TREADS CREATE a PERPENDICULARDOZER GROOVES Per Acre TO THE SLOPE, \: - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass 0-107 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIXELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA, DSWC PLATE 3.07-6 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS, TRENCH UPSLOPE ALONG THE UNE OF POSTS. PLATE. 3.29-4 FLOW IIS � I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND R INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE, 3.05-1 OVERFLOW RUNOFF WATER WITH SEDIMENT \-DROP INLET WITH GATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 2" X 2"X 36" WOODEN STAKES PLACED FILTREXX®SOXX^" (12" TYPICAL) BLOWNlPLACED FILTER MEDIATM WORKAREA A EAT BE PROTECTED l 12 MIN SECTION NTS 2" X 2`X 36" WOODEN STAKES PLACED 10'0.C. WATER FLOW WORKAREA PLAN ws AREA TO BE PROTECTED SOXX" (12-P TYPICAL) SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLaw OPTIONAL STONE COMBINATION h� FLOW zs' �VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE NF—CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Ya. DSWC PLATE. 3.08-1 POST TENSIONIN G TIE ITYP OF 4I 5 FT. METAL T-P --a'TYPICAL -I (1.25 LB/FT MIN iiiiiiiiiiiw j--- 2' NOTES: T. -ALL TO MEET FILTREXX® SPECIFICATIONS. 2. FILTER MEDIA" FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 22" 16 � ATTACHMENTPOINTS (USING ORANGETRENCHING NYLON TIES OR ETALWIRINDICATOR LINE. E LOCATED AT REINFORCED POST TENSIONING CABLE CHANNEL ATTACHMENT NYLON TIES OR (TYP AT EACH T -POST) METAL WIRE FOR POSTS SHALL BE. PLACED BELOW TENSIONING TIE LOCATION WITHIN LOWER I INCH OF REINFORCED POST POST TENSIONING CABLE CHANNEL TENSIONING TIES— REINFORCED POST TENSIONING 10 INCHES FABRIC ANCHORAGE DEP ISOMETRIC VIEW "OpLEFR\ IL FILTREXXO SEDIMENT CONTROL - °` ,E L., �r 1.1A rc,1L NTS p. FbaoE DLoI x.11- .Fs F F I1 SMF E`w INFFIEII PEFN..4IIN IF Ill ��� _ IID rl Ill 11111 IL q 11(•1.9111®. 111 CMN 1010115 A4IInG FT. METAL T -POST .25 LB/FT MIN.) SMART FENCE HD INRTA I I Fn WITH T_PnCT¢ TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs,/acre) Sept, i - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secal cereale) Feb, 16 - Apr, 30 Anual Ryegrass 60 - 100 (Loliium multi-f(orum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep, Grasses and legumes shall be planted with no less than 1/4" soil cover. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES � I FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass 0-107 - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of 0 bluegrass from approved list for use in Virginia, 125 lbs. General Slope (311 or less) LJ2 - Kentucky 31 Fescue 128 lbs, - Red Top Grass 2 lbs. - Seasonal Nurse Cropw)E 20 lbs. U 150 lbs Low -Maintenance Slope (Steeper than 311) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs, - Seasonal Nurse Cropxx 20 lbs. - Crownvetch *wx 20 lbs. 150 lbs )A Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. )A)K Use seasonal nurse crop In accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye w*w If Flatpea is used, increase to 30 (bs,/acre, All legume seed must be properly inoculated, Weeping Lovegrass may also be included In any slope or law-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. C'4 LO 0 00 e C N N O N LO J C cc W C d 21 N >,> M) c C e CLO 3y0 IM r U � c _ Rev. No. I Date OF QD4 C!80 PLER 9 Lic. NO. 9 I 73 A4 -jolt DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET C2.03 17-14 � I � Z Q > a Q 1-4z E 0 Q LJ2 w D W U w Q LL z 54 Z Rev. No. I Date OF QD4 C!80 PLER 9 Lic. NO. 9 I 73 A4 -jolt DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET C2.03 17-14 - I� i f I OMILL T ' iu1+7CH EXISTING O O 11 " OVERLAY 0 C nil. I ° f f TYPICAL PAVEMENT SECTION #1 NOT TO SCALE EMPLOYEE PARKING LOT - PARKING SPACES L0 E � -- ! —--------- I Mil ..... ...... �I L_ 0 I i i I 11 i I i E 0 1 1 1 d 1 1 1 1 1 1§ 1 i I I i I i i i I I I I i I i " 6 t I.- � t. / 0 4 d X, 6' I \ i Z !yF ! \NZ, \,€,l '` ` ' �kr A .r TYPICAL PAVEMENT SECTION #2 NOT TO SCALE EMPLOYEE PARKING LOT - MAIN DRIVE ISLE s d s �11MEIIIIIIIIn TYPICAL PAVEMENT SECTION #3 NOT TO SCALE MAIN SITE DRIVEWAYS -ASPHALT AREA 30 15 0 30 60 ee ' \ '�% Z SCALE; 1 = 30 TYPICAL CONCRETE PAVEMENT SECTION NOT TO SCALE LOADING DOCK PAVEMENT PAVEMENT SCHEMATIC {NTS} �doaQc, - 4. MILL 8 OVERLAY - ASPHALT AREA - 3. MAIN SITE DRIVEWAYS - ASPHALT AREA �y- 2, EMPLOYEE PARKING - MAIN DRIVE ISLE 1. EMPLOYEE PARKING -SPACES ` LOADING DOCK PAVEMENT NOTE: 1. ALL PAVEMENT STRIPING TO BE TYPE A WHITE PAVEMENT MARKING PAINT. Rev. No. IDate Lfc. No. 32809 �sIoNAL acs I DATE: 05/26/2017 1 1.5" SM -9.5A SURFACE COURSE 8" 4 ppp PSI REINFORCED CONCRETE 1.5" SM -9.5A SURFACE COURSE 1.5" SM -9.5A SURFACE COURSE 2.0" IM-19.pA INTERMEDIATE COURSE x } M SCALE: 1" = 30' 2" BM -25 BASE COURSE 3.5" BM -25 BASE COURSE 3.5" BM -25 BASE COURSE WITH 6 6W2 912 -- — 8" SUBBASE VDOT STD 21B 6.0" SUBBASE VDOT STD, 21B 6.p" SUBBASE VDOT STD. 21 B k `f rY 8.01, SUBBASE VDOT STD. 216 ® I , = _ — — COMPACTED SUBGRADE _I I ISI —1 I I I I I—f1=1 I I=1I I= DESIGNED B�' RLIf COMPACTED SUBGRADE 11.1 i p �.1� ; , 6 = I i = , i , I: j ;: COMPACTED SUBGRADE _(� (_ s — — i i - COMPACTED SUBGRADE u I I—�— I —I I Ise I I I I-1 I !�I I � �!I-111- ° (COMPACTED TO 95°f° DENSITY 1=1 I I. —1 I 1=1 I I=.i [ I E 1— I a t=i 1 I �I ! � =1 (COMPACTED TO 95% DENSITY �-1 � ° I'� I t I �= I � ` �� I �=1 � �=1 � �= I (COMPACTED TO 95% DENSITY (COMPACTED TO 951u DENSITY FILE N0. 3015L AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VDOT VTM 1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL PEST SHEET 04.04 OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 17-14 t --I Q 1.4 H u W LL wQ Z�T, Rev. No. IDate Lfc. No. 32809 �sIoNAL acs I DATE: 05/26/2017 1 1.5" SM -9.5A SURFACE COURSE 8" 4 ppp PSI REINFORCED CONCRETE 1.5" SM -9.5A SURFACE COURSE 1.5" SM -9.5A SURFACE COURSE 2.0" IM-19.pA INTERMEDIATE COURSE x } M SCALE: 1" = 30' 2" BM -25 BASE COURSE 3.5" BM -25 BASE COURSE 3.5" BM -25 BASE COURSE WITH 6 6W2 912 -- — 8" SUBBASE VDOT STD 21B 6.0" SUBBASE VDOT STD, 21B 6.p" SUBBASE VDOT STD. 21 B k `f rY 8.01, SUBBASE VDOT STD. 216 ® I , = _ — — COMPACTED SUBGRADE _I I ISI —1 I I I I I—f1=1 I I=1I I= DESIGNED B�' RLIf COMPACTED SUBGRADE 11.1 i p �.1� ; , 6 = I i = , i , I: j ;: COMPACTED SUBGRADE _(� (_ s — — i i - COMPACTED SUBGRADE u I I—�— I —I I Ise I I I I-1 I !�I I � �!I-111- ° (COMPACTED TO 95°f° DENSITY 1=1 I I. —1 I 1=1 I I=.i [ I E 1— I a t=i 1 I �I ! � =1 (COMPACTED TO 95% DENSITY �-1 � ° I'� I t I �= I � ` �� I �=1 � �=1 � �= I (COMPACTED TO 95% DENSITY (COMPACTED TO 951u DENSITY FILE N0. 3015L AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) VDOT VTM 1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL PEST SHEET 04.04 OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 17-14 SIGN TYPE ,, SIGN TYPE MODIFIED' t! r ! ..D DIFCED r rl-. UJJ1 ! lLrMODIFIED El MO FIED"D' SIG TYPE-�- 7 TYPE D' 1 SIGN TYPE MODIFIED SIG TYPE MODIFIED '0 " i i �l 'FIRE H D NT PD.FDC SIGN TYPE MODIFIED "D " 123 1 I -q I !!! EX. 13UILDING#2 IL �f SIGN TYPE "D A f]j E �w SIGN TYPE X. FIRE I �,• -_-�.-�.__� MODIFIED h, LLI U -� SIGN TYPE i, MODIFIED "D " SIGN TYPE MODIFIED "D" BUILDING # 3 SIGN TYPE SIGN -- MODIFIED "D " % TYpE''''� / MODIFIED' EX. SIGN TYPE SIGN TYPE Mooirie "D'� PARKING GARAGE ER CONSTRUCTION) FIR\\\\\\ �HY�RANT W i -I EX. SIGN TYPE MODIFIED "D' 0 c *THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY SIGN TYPE MODIF�"D' HYDRANT 4- D. Location of structures. (1) At least three perimeter walls of all industrial, commercial, public or semipublic or residential structures with three or more dwelling units per structure shall be within zoo feet of a street, fire lane, or private street. (2) Structures exceeding 3o feet in height shall not be set back more than go feet from a street, fire lane or private street. (3) When any combination of private fire -protection facilities, including but not limited to fire -resistive roofs, fire separation walls, space separation and automatic fire -extinguishing systems, 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 Marshal or his/her designated representative may, in concert with 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 or other obstructions shall not be placed around structures or hydrants in a manner so as to impair or impede accessibility for fire -fighting and rescue operations. E. Water supply. (1) Water supply systems shall be designed so as to be capable of supplying at least i,000 gallons per minute at 20 pounds per square 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 shall. be a hydrant within 300 feet of all units. )n areas developed with six or more dwelling units per structure, there shall be at least two hydrants within Soo feet of all units. In areas developed with industrial or commercial development(s), there shall be a hydrant within 300 feet of all portions of any structure. Where one hydrant is dedicated to the operation of a standpipe system, there shall 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 5o feet from the standpipe. Distance measurements under this section shall be along center -line roadway surfaces or along surfaces meeting the requirements of a fire lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directly from a roadway and/or fire lane. (3) Fire hydrants shall be marked in accordance with the Frederick County Sanitation Authority policy. (4) Fire hydrants located in parking areas shall be protected by barriers that will prevent physical damage from vehicles. (5) Fire hydrants shall be located within three feet of the curb line of fire lanes, streets or private streets when installed along such access ways. (6) Fire hydrants shall be installed in accordance with the standards of the Frederick County Sanitation Authority. (7) Threads on fire hydrant outlets shall conform to Frederick County Sanitation Authority policy. (8) Fire hydrants shall be supplied by not less than a six-inch diameter main. N m ro a, Jl I I I I I I I I G2 50 25 0 50 100 SCALE: 1" = 50' Guidelines referenced from the Guidelines referenced from the 2012 Frederick County Fire Prevention Cade 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS APPENDIX D FIRE APPARATUS ACCESS ROADS D104.3 Remoteness Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. SECTION D10S AERIAL FIRE APPARATUS ACCESS ROADS D105,1 Where required Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet (9144 ml approved aerial fire apparatus access roads shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave of a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater. Ill Width Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet {7925 mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum of 30 feet (9144 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 shall be approved by the fire code official. D105.4 Obstructions Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall he permitted to be placed with the approval of the fire code official. SECTION 0106 MULTIPLE-FAMILYRESIOENTIAL DEVELOPMENTS D106.1 Projects having more than 100 dwelling units Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS D106.2 Projects having more than 200 dwelling units Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS D107,1 One- or two-family dwelling residential developments Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the International Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. DIOS REFERENCED STANDARDS WIDTH lleetj ASTM F 2200-05 Standard Specification for Automated Vehicular Gate Construction 1)103.5 ICC IFC-121nternational Fire Code D101.5, o -iso D107.1 UL 325-02 Door, Drapery, Gate, Louver, and Window Operators and Systems, with Revisions through D103.5 February 2006 120 -foot Hammerhead, 60 -foot "Y" or Frederick County, VA Local ordinance referenced from http://ecode36Q.coM187©5949 §90-4 General requirements The following requirements shall apply to all construction or land development activities in areas of the County to which this article applies: A. Means of access for Fire Department apparatus. (1) The means of access for Fire Department apparatus and personnel shall consist of fire lanes, private streets, streets, parking lot lanes or a combination thereof. (2) Parking in any means of access shall not be permitted within 15 feet of a fire hydrant, sprinkler or standpipe connection or in any other manner which will obstruct or interfere with the Fire Department's use of the hydrant or connection. (3) "No parking" signs or another 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 or standpipe connection. H. Fire lanes. (1) The Fire Marshal or his/her designated representative, in concert with the local volunteer fire company, may designate both public and private fire lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a manner prescribed by the Fire Marshal 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. (2) Fire lanes shall be at least 20 feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed of a hard all-weather surface adequately designed to support any fire apparatus likely to be operated in such fire lane or be of subsurface construction designed to support the same loads as the above surfaces and be covered with no more than three inches of soil or sod, or both, and be designed with radii of sufficient length to allow for safe turning by any fire apparatus likely to be operated on such fire lane. (3) Fire lanes connecting to public streets, roadways or private streets shall be provided with curb cuts extending at least two feet beyond each edge of the fire lane. (4) Chains or other barriers may be provided at the entrance to fire lanes or private streets, provided that they are installed according to the requirements of the Authority Having Jurisdiction. C. Padang lot lanes. Parking lot lanes shall have a minimum of 15 feet clear width between rows of parked vehicles for vehicular access and movement. SECTION D1D1 GENERAL D101.1 Scope Fire apparatus access roads shal I be in accordance with this appendix and all other applicable requirements of the International Fire Code. SECTION D1132 REQUIRED ACCESS D102.1 Access and loading Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting 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 mm), exclusive of shoulders (see Figure D103.11. aa' RY20' Zr 2s' 96• -FOOT DIAMETER e4 -FOOT -Y- - MINIMUM CLEARANCE GUL•DE-SRG ' AROUND A FIRE HYDRANT 21rR 77 TY � � TY II* } 2W 124 -FOOT HAMMERHEAD ACCEPTAkEWERNATIVE 7O 420 -FOOT HAMMERHEAD ror 51: f fcot= 304.8 mm. FIGURE D103.1 DEAD-END FIRE APPARATUSACCESS ROADTURNAROUND D103.2 Grade Fire apparatus access roads shall not exceed 10 percent in grade. Exception: Grades steeper than 10 percent as approved by the fire chief. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS D103,3 Turning radius The minimum turning radius shall be determined by the fire code official. Ill Dead ends Dead-end fire apparatus access roads in excess of 150 feet 145 720 mm) shall be provided with width and turnaround provisions in accordance with Table D103.4. TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS LENGTH (feet) WIDTH lleetj TURNAROUNDS REQUIRED None Required o -iso zo V d 120 -foot Hammerhead, 60 -foot "Y" or 151-500 20 96 -foot diameter cul-de-sac in accordance with Figure D103.1 120 -foot Hammerhead, 60 -foot "Y" or 501-750 26 95 -foot diameter cul-de-sac in accordance with Figure D103.1 Over 750 Special approval required rar �i i rooc �uu.n mm. D103.5 Fire apparatus access road gates Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. The minimum gate width shall be 20 feet (6096 mm). 2. Gates shall be of the swinging or sliding type. 3. Construction of gates shall be of materials that allow manual operation by one person. 4, Gate components shalt be maintained in an operative condition at all times and replaced or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keylsl to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval by the fire code official. 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F 2200. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS D103.6 Signs Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PARKING -FIRE LANE signs complying with Figure 1)103.5. Signs shall have a minimum dimension of 12 inches (305 mm} wide by 18 inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides of the fire apparatus road as required by Section D103.6.1 or D103.6.2. SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE MODIFIED "D" .. No NO NO No P.d4RKit16 PARKING fNkR141Nt'a PAR1KllICa FIRE LANE I" LAME EIRE LANE t 9" FIRE LANE i B' FIGURE D103.6 FIRE LANE SIGNS D103.6.1 Roads 20 to 26 feet in width Fire lane signs as specified in Section D103.6 shall be posted on both sides of fire apparatus access roads that are 20 to 26 feet wide (6096 to 7925 mm). DiD3.6.2 Roads more than 26 feet in width Fire lane signs as specified in Section 1)103.6 shall be posted on one side of fire apparatus access roads more than 26 feet wide (7925 mm) and less than 32 feet wide (9754 mm). SECTION 0104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS D104.1 Buildings exceeding three stories or 30 feet in height Buildings or fact les 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 62,000 square feet In area Buildings or facilities having a gross building area of more than 62,000 square feet (5760 m2) shall be provided with two separate and approved fire apparatus access roads. Exception: Projects having a gross 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. CVLO C) CO E cco IN ill 0 CV _ d 0C4 -p , __0 _ C C w L LJO d 10 P � Ili ILL Rev. No. I Date 1 TH G1 RA Y L. EPLER Lic Na. 32%809 [4 -Yip j� f u {l ' 26 _T ! NZLO.NAL _ DATE: 05/26/2017 � SCALE: - N/A DESIGNED BY: RLK FILE NO. 301.5L SHEET 04.05 17-14 V d t> z E4 W O w f� J H VVrwW U. z � Z Rev. No. I Date 1 TH G1 RA Y L. EPLER Lic Na. 32%809 [4 -Yip j� f u {l ' 26 _T ! 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BIORETENTION BASIN "Ell ' ' "\ _ �a - . ` - _-� (UNDER CONSTRUCTION) \ ,,• 1- �� .. --- r ,_ --•- off` _.._ - � � w f 1 ' r POTENTIAL n %�� �, ,;4� fFUTURE ` •� _ ROUTE 37 f' � � • \ � �\ .- L ! , ✓ OPEN SPACE/, \ CONSERVATION �= " AREA / .% / _.,- .- `=l,4 .._' - c .. - � - r "- `--- ��`�,�. �. ,.' �-•-`-,:� --� '•'. ._,� .tea.,`°^- -•� ''/ 1 / / f - 'r �•^' -ter ...'..e i '' _ --,- .. -: ^•,``_ ' -a. -` � � `•-^ -�`" 1' a"^^.`.�'°~ ---" ` � `�� \ It � � J --- _ Y-' _ •- "- e'' -- t� `r °2� r� �,._".��; _✓ _ -- " P -- - \ ` - BMP LEGEND I� � ''✓' � ,� ".- `� - -P-- n` ,.`� SITE BOUNDARY \ s t y Z r 60 30 0 60 120 ar SCALE: 1 60' EEI� DRAINAGE AREAS TREATED BY SMP DEVICES r DRAINAGE AREAS TREATED o BY BIORETENTION DRAINAGE AREAS TREATED BY MANUFACTURED DEVICES w w w w DRAINAGE AREAS TREATED " w BY GRASS CHANNELS FORESTIOPEN SPACE - PROTECTED CONSERVATION AREA Vluginia Runoff ReducRon Memad Worksheet DEQVlrgirlaR nuff Reduction Mdhod Near Development Campllsnaa Spreadsheet - Varsicn 10 SVP De5gn 5perificatara lists ]fillSVIS&Sp- Me Summary Total Rahafall43 irches SIE. I d roor 4 no 4avar lvLarlenc LOWS Asoils RSOies CSuI#s Molls Totals '.6 of Total Fo-vopen (aQesj .,cc 0.E7 ti.OG 523 6.10 79 Managed 7vH(avesj 000 Ms tZgO 651 7.18 24 Impervious Cover acres) 1 0,00 1 1.74 aGo 609 7.83 a7 Trial A[arresl 4.38 3.34 334 d:d0 21:to 100 no 4avar lvLarlenc LOWS D.A. A 31te Ra ==F p,ag Trsutme d Volume V1 4:2 TP toad jib/yrj L4:53 TN toad (Ib/yo 15, 72 a.00 0,0C' Total TP Lead Reduction Requlrial Oh/yr) 12:96 Site Compliance Summary 1,48 Total Runoff Volume Reduction (fel 11,776 Total TP Load Reductor Achieved jib/yrl 16,73 Total TN Load Reduction Achieved(lh/frl 6230 Remaining Postnevelap..nt TPLwd 1089 FPhlyr) Rerrain ng TP Load Reduction lib/yr) Required ".• Vki; nls Runoff Red,,Ot u Methcd Worksheet PLil1.naee Area Summary Dralmase Area Compliance Symmary D.A, A D.A. B D.A. C D.A. D D,A F Total TP 77;; duced it r 4.51 5.06 1.16 O,gO D.DO 10.73 TN L,cad Reduced (16/yr1 16.60 3744 8.47 0.00 0:00 62�' Vkgrca Runoff Reduction M.ethad Wroksheet Drainage AreaA Su mmarV wrorlCmerStinnnary A5nRs: Soils csdls Dsuils Total %of Til Fores/op f 1 moa o.o0 6:cn a.�G moo c MaragedT f(acresj aco 0.15 o..Co 7.33 1.48 34 1mperaIOU s Cover(a®es) 0100 0.30 0.00 2,6a 2.17 66 4.35 BMP Selections D.A. A D.A B u,A. C D.A. D D.A.E Tota I Forast/open [--1 0,00. 0,00 a.00 0,0C' GAC C,6c Managed Tor€)acres) 1,48 0,48 1.40 0,x Oiko 3.36 Imper.1-Cover [acres) 2,3G 3,06 1.74 o.fl0 ;:AO 7,71 Trial A[arresl 4.38 3.34 334 d:d0 DAO 1195 Dralmase Area Compliance Symmary D.A, A D.A. B D.A. C D.A. D D,A F Total TP 77;; duced it r 4.51 5.06 1.16 O,gO D.DO 10.73 TN L,cad Reduced (16/yr1 16.60 3744 8.47 0.00 0:00 62�' Vkgrca Runoff Reduction M.ethad Wroksheet Drainage AreaA Su mmarV wrorlCmerStinnnary A5nRs: Soils csdls Dsuils Total %of Til Fores/op f 1 moa o.o0 6:cn a.�G moo c MaragedT f(acresj aco 0.15 o..Co 7.33 1.48 34 1mperaIOU s Cover(a®es) 0100 0.30 0.00 2,6a 2.17 66 4.35 BMP Selections Total lrripe"ImsCover Trea cilarresl Managed Turf Impervious Cover RMP TreatmentDntreated TP Load -from TPLood. TPH-ved TP Remalydng Doamstrr�m practiceCredit Arm treditdrea Vokun3.e(ft'j Dpsteeam - to to Practice jibs) Phrl (Ih/yr1 TreatmerR be to Poacticellbsj [acres) (acres) 6:6. Bloretendon 72 or Miva BforeteMton PractbieR V., Employed 6:b. woretention#2 or Mian Bioreterutiru 1.1mM. 1.1 13Z 1.30 4-b. sCrass Channel C/D. Seils[Spec#3) 0.25 0,523 2•D25.81 DAD 1.27 D.3b 0.97 14.b. MTD - Filtering 6.b. 6ioretentlon R2 or Mruo Bi-amfEon 1.76 0.13 1,8? am o.na 2-yeaf return period RV1,1410n."ia) 1s.' 1.77 11,73 02 e J 0618 9.841 3,449.57 PAO 216 3.:95 0.22 0 24.b. Manaiaartured TreatmDewire ent avro OR (-Ir) 3,20 3.57 0.00 C.+a 1LLyear return period aVu 92(an-ia) 5.u1 3..'. Fllteri 0.41 L536 7.484.60 D97 355 2:26 2.26 0 Total lrripe"ImsCover Trea cilarresl 2,95 Total Tort Area Treated (acres) 1.28 Total TP Load Reduction Adriewd in D.A. 0.00 0 W i 4,51 Total TN Load Reduction Achf eyed in D.A. ImperviousCcter(acres) Q,00 1, 3J INV 16.8] Vcginla RunoFReduclim Method Vf ksheel Drainage Area B Summary Toad CaVM Summar.• �- ASoils SSdh csoils D 5011 Total %MTotal Farewopen[atml 0.00 OCC 0,,_s7 07,Y, 0.00 0 Managed Turfjacres)0:00 O,CCi O,CC Cas 0,48 13 ImperviousCcter(acres) Q,00 1, 3J 0, 6a 1:75 366 S7 BMP Selections Total Impervious Cwer Treated acres) Managed Turf Imperious Corer TP Loadfrem BMp Treatment Total Tp Load Reduction Acbleled In D.A. €orest/Gpen (acres) 0.60 Dwonstream P ra sloe tredlt Area florist Arm Upstream Untreated TP Ica d TP Remmed Tp Remaining Treatment to he 5M q5... [acres) tree VolumejR'] prectises lbs) to Poacticellbsj (Ib/yrJ (Ib/yrj Employed 6:6. Bloretendon 72 or Miva BforeteMton 0.00 Employed 6:b. woretention#2 or Mian Bioreterutiru 1.1mM. 1.1 13Z 1.30 1.29 22 e,49 0.394 2.448 067.25 UAQ 5.63 5.06 D.56 Total Impervious Cwer Treated acres) 250 Totes Tar€ure Treated [more%) G.39 Total Tp Load Reduction Acbleled In D.A. €orest/Gpen (acres) 0.60 lib/y+ 5'15 Total TN Load Reduction Achieved In D,A moo 0 (6/Yrl 97.C4 Virg) nq Rlrrntf R at u 6tl on M eth O d VV k1N of Drainage Area C Summary Lend Cov 5 ry ' Asolls Molls C5dh DsdlsTo4al °T of Total €orest/Gpen (acres) 0.60 poo ozo 4:0.1 moo 0 Managed Turf(acres) G,00 got? I 0M 1.40 5M q5... emperviouscouel lauesJ D,ca- 0,07 6.6J 1,67 5.74 65 BMP Selections Total Impervious Comer Tr-bed(acres) a54 Total Turf Area Treated (acres) 0:2D Total TP Load Reduttlon Achieved fn DA. 1,16 ,,I,Z) Total TN Loadileduchrau Ae ev inDA- jib/ r 8.47 Virginia Runoff Reduction Method Vftkahaat - --.-..------------------------------------- ........ R1RAoff Volume and CN f:.culati ons 1- mer storm 1 2 yonr storm 1 10- ear skarm Ta et Ra M R1 .nt An ?,a9 2,88 E,yg Dramage Areas Managed Turf Impervious Cove BIYIP Treatment TPtoadfrom untreated TP t.wd TP Rernsued TP Remaining Dommstream Practice oeditA- Z.Area llpstrram Volume Jfe) to practice Jibs] (Br/FI jib/yrj TI-truent Loh. 0 acre l sj )acre j Practices jibs) 7„51 1.' 1.43 0.00 Employed 6:b. woretention#2 or Mian Bioreterutiru 1.1mM. 1.1 13Z 1.30 1.29 nv0 0:,00 QLJL IN adlurtr, #2 JSpec #sj 0.345 D.543 2,0¢9.E0 0.001.79 1.76 0.13 1,8? Total Impervious Comer Tr-bed(acres) a54 Total Turf Area Treated (acres) 0:2D Total TP Load Reduttlon Achieved fn DA. 1,16 ,,I,Z) Total TN Loadileduchrau Ae ev inDA- jib/ r 8.47 Virginia Runoff Reduction Method Vftkahaat - --.-..------------------------------------- ........ R1RAoff Volume and CN f:.culati ons 1- mer storm 1 2 yonr storm 1 10- ear skarm Ta et Ra M R1 .nt An ?,a9 2,88 E,yg Dramage Areas RVB.CN DraimgeAreaA Drainage Arra6 DrainagpArrsac Dualn eArmD DreinageAr,I CN 0 91 55 9a 0 0 RR(fel ',: _ 2,112 1,540 0 0 Pt' ma RA {,_in) 7„51 1.' 1.43 0.00 0,00 1 -year Tetum period 1.1mM. 1.1 13Z 1.30 1.29 nv0 0:,00 QLJL IN adlurtr, 138 83 68 9 M nen 6a 0-1.) 1.91` 2.33 1,8? am o.na 2-yeaf return period RV1,1410n."ia) 1s.' 1.77 11,73 1 am L_00 C11.41' ud a9 '&T 1 as 1 o 0 avro OR (-Ir) 3,20 3.57 0.00 C.+a 1LLyear return period aVu 92(an-ia) 5.u1 3..'. 2.96 o,0o 0.00 L'1 aejarttd 39 L>3 58 0 0 NOTES: 1. WATER QUALITY AND LAND DISTURBANCE WERE DEVELOPED WITH THE PROJECT rrNFCU PARKING GARAGE". THIS PROJECT "NFCU BUILDING 3" PROPOSES UPDATED WATER QUALITY. 2. TOTAL IMPERVIOUS AREA FOR BOTH PROJECTS COMBINED INCREASED FROM 7.76 TO 7.83 ACRES WITH PROPOSED "NFCU BUILDING 3". 3. ALL STORMWATER AND BMP FACIILITIES SHALL BE AS -BUILT AND CERTIFIED BY A PROFESSIONAL ENGINEER THAT THEY ARE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN PER REQUIREMENTS OF FREDERICK COUNTY ZONING ORDINANCE 143-166 (D). N u} o E o� G�iN N 00 J .L _ QS N > i w) G7 C 7: >� U. 910 z 164 LU Z L U c� 1 Rev. Na. I Dale 1H QP ion ��, • RA L. K PLEB Lic/J. Na. 32809 611' I DATE: 05/26/2017 SCALE: 1" = 60' DESIGNED BY: RLE FILE NO. 3015L SHEET 05.01 1'7-14 l'--1 Q4 z 0 > z l� Q P -1Q � z errrr� �Lj F1 QLJL W Z i L `S V1 1 Rev. Na. I Dale 1H QP ion ��, • RA L. K PLEB Lic/J. Na. 32809 611' I DATE: 05/26/2017 SCALE: 1" = 60' DESIGNED BY: RLE FILE NO. 3015L SHEET 05.01 1'7-14 . . � � ; ,. n : � I I � � I I � . . j � I . - - 11 . 11 p 4f . --1-1� - 1 I : I I I - � , i y , . 11, -- � % I -,-/ � I N ,�� �. . I � . ( -� 11�' -� ,",-��-,-- , - : , --� . , � I -- --- ,1 . i ; � ,� / I i 1i / -1� - �----14. 11,�' 4y f � 4 .1 , .1 - , � -- / .� ��,5� .� , i I '1� . -- I , . 1, .1 - I �, �- ��- �� . 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I i .. � , ,,,-, ,cr- %-( 11 ,� N k i �� " - jr--�) - OP I THE WATER QUALITY REQUIREMENTS WILL BE MET BY PURCHASING WATER QUALITY , I -1� _� 'A--, �,,,,- 't t� ::� ,,�.- � ��, -0� , ) . r'f, .� I I i� �, . I , �- I, ,- -1-1/ I/ " - I'll, il� , , - - --- , i�� /0 - 6 r ,,,�� -I-,_ --- �k . I - �-A CREDITS AND REMOVING AT LEAST 75% PHOSPHORUS ONSITE WITH THE EXISTING � �j - .,-, % I/ ��� -- -- It i ---%-) -., .�- \ -, \ I � /i 1 N .� - � I �, I . :,.�-, 1�- 1) - - R , P LER �" BIORIETENTION BASIN, PROPOSED BIORETENTION BASINS, MANUFACTURED �,� I, I ;40- I . 4r��.",Jx , / � I '�", N,7\%",;,��, A,� � , 111� -"� c , I �. lit � . /I X, � ? I - ,j x / : ... r ,,, r', v , -1� , -1 , 0, k i I 'r-.�;-- Y' ,,O Lic. No. ,32809 73- BIORETENTION BASINS AND GRASS CHANNEL. PREVIOUSLY 2.24 POUNDS OF CREDIT WERE PURCHASED WITH THE "NFCU PARKING GARGE PLAN, NO ADDITIONAL CREDITS ., . I . -:;:, \ , s � � r. 0 �:., � I �! ,,�. k � I ce ,. � �\ - , -A 11 , � 'I. � -�, � I � j j, r �� � �- '�, V / � I \ U Z3-Avi�-)-O)l ,-�-�,- WILL BE NEEDED FOR PURCHASE WITH THIS PLAN "NFCU BUILDING 3". -,� �, "� Ot � � *4� ", ,;Vffl;�-�Nl . ly I ,,�� � -Z N , N�Z"'e k ) k i I ; #ff,- �, 2 1�--- , - 4 'T. -_ -k N ,I . � . '.. Zft�3 . ,--, k - I I., I , N�� ,(�� �? L THE STORM WATER REQUIREMENTS (CHANNEL AND FLOOD PROTECTION) WERE MET BY PROPOSED SWM FACILITIES DETENTION POND "A" WITH UNDERGROUND """k. -�, ,,.-?, ,;, li -i� ,/ - � 11-1 2-- .1. %7�1 1 F !,- 11� .. -// - - . 1� .... f� , -;/ - , L, �r,- j' � . ,/ , �, 1� , t�,T, ,�?� , ./,.�, , , , I -e,- v f, A /1' I-% I 11�1 , i 1- '11. -' 'i �'!!��',�, (PROPOSED STORAGE & BIORETENTION BASIN "E" WITH UNDERGROUND STORAGE). N;- . k - s 7(�- - I � 6 1 e - - - . %�j �, k 11" � - " � I-1.1 ,' I/ ,� - -� - - . I I I - 4k�- m7 -� i � tz,*z .1 1�1 L A �� y N --,-,6 ,..,.I-. - - " 1�.. I .. r �. - 4,� -I- ,�� %� � il - x\- 11 �%." 11: -11 1 , if--;�.j %" - f - -"�,-�,,, .1 'i - '. , . N�11 T� I \% r� � . I , ,��rA - Nr Z ;- � I J �,, � �,-, 1�- -�� 1� - I I I 4�1 DATE: 05/26/2017 A . 1--� 11 . I -/Zl I-; I � ��,- 1 1�1% I I 11. I ?I I -/41K.- � . \ - - "I 1. "N% I, W. � 1�1 -�'- " - � I - �Al, -il I ,.. \/ I t 'r, . � "k , �- --% '�" �1-r ,�01 11 .- - � � . - � . .. - , N , , �6 J ,- " I � ,� -.,, � j r ..... %,,- , .. .\ I k - - _�_� 'k� t �, `�, ,� r - DESIGNED BY. RLK .11 . . 1. �- . 1 _4', I It 'I-, I I , �-- Ac- -�� -,,-�Jjn I . .. , I `��N , . 11�1-1-- 11 � FILE NO - 3015L - f'N I � . i %-7-�'-- r I -? � I -- 9"' � . , � , �- - -----, -,�, - , \YN\ k It - I � "", ,,,,;---, -, I i 1 � N�I,.;jv�w I 7 j � I "�%-_ - . -.-' , �-,�, . . . . . - ..� , :v, -< �, L' - . , - !� � ... . L, r.. '4ta� t ---4� - i � I irr ,; - - "I I . , -:::��, I 11 1-- r - � , � - \ . r / '; ,-- , t � . \ .; . ; 4:,,1',i��v ;,, - r�'. r I - . - 1-11� . �, ,,_,w ,- i k5w : �\ SHEET C5.02 . E 17-14 .. 0 , I : , � �.- S DIN -".,:r, r'. I - I �11' . ..- . 1 )";�, ., , � , � .r, . . , I . /, . ", I . I " - � .. — I .----.- � 20 10 0 20 40 BIORETENTION BASINS "A" AND "B"— PLAN VIEW SCALE: 1 " = 20' 680 PLASTIC FOCALPOINT LENGTH 680 8 ROUND 12 5TORMRAX FOCALPOINT WIDTH MinL[�E�llrn m CD #UNDERDRAIN NDE ELEV = 654.00 am WATER QUALITY VOLUME OVERFLOW F r a . 'BYPASS 4' — •:.. b `"' ` ¢' WEIR= 663.25 TRASH 659.46 RACK NOT O SHOWN 1 70F Of= GABION (OPTIONAL) 667.50 CLARITY) °..a .. 675 rp r q FRONT VIEW - OVERFLOW BYPASS ❑ DETAIL (STM 36) MTS a 0 Lu ❑ z z 0uj ? 675 �+r � V HI j 00 z 3 R 00U CL 0 % I-- z 670 z I� < 670 c :i -TOP OF MULCH ELEV, (H} � LL L- ���� 100YR � s i W_0 - 4""-9" CUT IN SHADED AREAS r�Cc u 0 U SPECIFIED A."M31N': '4"MINI PdiUFA LL El REVISED MARCH Z1i15 € _ . ------- .. . 1,QYR .74 WSE=66 665 OVERFLOW - 665 BYPASS VVET"663-25_.______.._..._w GLADE EX. GRADE @ BMP 660 660 �.mmPW =663.2'C � ADS N 12 W.T. JOINTS @ 9 76°% ' 655 E4 655 U) z CV..,. �.-_.._..______ 650 z 650 07 Lu ---AD... _ �.. 645 o Lo a 645 4 sp � 3 LU j j IF o>._._._a_z 640 - o - - 640 0+00 0+50 1+00 1+50 2+00 BIORETENTiON B — SECTION "F—F" HOW. SCALE: l' - SO' VERT. SCALE 1'-6 HORZ. SCALE: 1" - 20' O U / a 3" AGED DOUBLE SHREDDED (n E Lu HARDWOOD MULCH WITH CO 2 z da -Ur I 1 11,11 ajUil h I I I I I I i I I i 1 IJ I IJ I 111 i .1 1 FINES REMOVED O z �o ' .. FLOW MEDIA / Ea v o/ ` 18" HIGH d of��1 100"Y HR (MIN.) (SEE SPECIFICATIONS) uj _j_ zv z a o�Z ❑ 0 a 0 IrP1D0OP-ENMESH .......... ......... So" BRIDGING STONE iL C; �7TEX7(LE (SEE SPECIFICATIONS) w M o Q o0 ..ire �.. J R -TANK 0.5 (9.45") IN j� ....... STRUCTURAL UNDERDRAIN IL®®ems +� 3" LEVEL BASE (MIN.) L) c 2 CONTAINMENT GEOTEXT€LE CL z e-rrrr O I� i� f IBJ REVISED MARCH 2015 GABION V MIN. BASKET V MIN. GABION - -, BASKET 2'-11 PROPOSED GRADE MIN. BURIED PRETREATMENT DEPTH 0.5' CELL FILTER FABRIC GRAVEL DIAPHRAGM CLEAN WASHED GRAVEL (#57 STONE) SIDE VIEW PROPOSED/ GRADE L--------- --- --- 0.5' MIN. FRONT VIEW (2' x 2') EXPOSED HEIGHT WIDTH VARIES VARIES (SEE PLAN] (SEE PLAN] GABION WALL CHECK DAM NOT TO SCALE FOCALPOINT HP PERFORMANCE SPECIFICATION, HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 101)" PER HOUR INFILTRATION RATE. FIELD HYDRAULIC CONDUCTIVITY TESTING MUST BE CONDUCTED WITHIN 34 DAYS OF INSTALLATION, FIELD TEST MUST BE CONDUCTED WITH PROSCRIBED INFILTROMETER AND SOP (SEE SPLCIFLCATION). FAILURE TO MEET FIELD TESTING WILL RESULT IN THE REMOVAL OF MEDIA AND REPLACEMENT FROM ALTERNATE BATCH. HIGH PERFORMANCE STRUCTURAL UNDERDRAIN MUST HAVE A MINIMUM OF 19 SQUARE INCHES OF ORIFICE OPENING PER SQUARE FOOT. MUST MEET H2O LOADING REOWREMENTS, MUST BE MODULAR IN NATURE AND ASSEMBLED ON SITE. MUST HAVE MINIMUM 9056 INTERIOR VOID SPACE, PLAN VIEW R -TANK INLET CONNECTION OUTLET FLOWLINE ELEV. (G) X� OVERFLOW BYPASS WEIR WITH ROUNDIDOME TRASH RACK INLET STRUCTURE TYPE AND SIZE TO BE DETERMINED BY ENGINEER TANK INLET CONNECTION FOCALPOINT HP CONSTRUCTION GUIDE PLASTIC FOCALPOINT LENGTH SOLUTIONS INC 8 ROUND 12 5TORMRAX FOCALPOINT WIDTH MinL[�E�llrn m TOP RISER #UNDERDRAIN NDE ELEV = 654.00 am WATER QUALITY VOLUME OVERFLOW F r a . 'BYPASS 4' FRONT •:.. b `"' ` ¢' WEIR= 663.25 TRASH 659.46 RACK NOT 4 r 4' DIAMETER SHOWN 1 70F Of= GABION (OPTIONAL) 667.50 CLARITY) °..a .. 9.45 IN. rp r q FRONT VIEW - OVERFLOW BYPASS ❑ DETAIL (STM 36) MTS O U / a 3" AGED DOUBLE SHREDDED (n E Lu HARDWOOD MULCH WITH CO 2 z da -Ur I 1 11,11 ajUil h I I I I I I i I I i 1 IJ I IJ I 111 i .1 1 FINES REMOVED O z �o ' .. FLOW MEDIA / Ea v o/ ` 18" HIGH d of��1 100"Y HR (MIN.) (SEE SPECIFICATIONS) uj _j_ zv z a o�Z ❑ 0 a 0 IrP1D0OP-ENMESH .......... ......... So" BRIDGING STONE iL C; �7TEX7(LE (SEE SPECIFICATIONS) w M o Q o0 ..ire �.. J R -TANK 0.5 (9.45") IN j� ....... STRUCTURAL UNDERDRAIN IL®®ems +� 3" LEVEL BASE (MIN.) L) c 2 CONTAINMENT GEOTEXT€LE CL z e-rrrr O I� i� f IBJ REVISED MARCH 2015 GABION V MIN. BASKET V MIN. GABION - -, BASKET 2'-11 PROPOSED GRADE MIN. BURIED PRETREATMENT DEPTH 0.5' CELL FILTER FABRIC GRAVEL DIAPHRAGM CLEAN WASHED GRAVEL (#57 STONE) SIDE VIEW PROPOSED/ GRADE L--------- --- --- 0.5' MIN. FRONT VIEW (2' x 2') EXPOSED HEIGHT WIDTH VARIES VARIES (SEE PLAN] (SEE PLAN] GABION WALL CHECK DAM NOT TO SCALE FOCALPOINT HP PERFORMANCE SPECIFICATION, HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 101)" PER HOUR INFILTRATION RATE. FIELD HYDRAULIC CONDUCTIVITY TESTING MUST BE CONDUCTED WITHIN 34 DAYS OF INSTALLATION, FIELD TEST MUST BE CONDUCTED WITH PROSCRIBED INFILTROMETER AND SOP (SEE SPLCIFLCATION). FAILURE TO MEET FIELD TESTING WILL RESULT IN THE REMOVAL OF MEDIA AND REPLACEMENT FROM ALTERNATE BATCH. HIGH PERFORMANCE STRUCTURAL UNDERDRAIN MUST HAVE A MINIMUM OF 19 SQUARE INCHES OF ORIFICE OPENING PER SQUARE FOOT. MUST MEET H2O LOADING REOWREMENTS, MUST BE MODULAR IN NATURE AND ASSEMBLED ON SITE. MUST HAVE MINIMUM 9056 INTERIOR VOID SPACE, PLAN VIEW R -TANK INLET CONNECTION OUTLET FLOWLINE ELEV. (G) X� OVERFLOW BYPASS WEIR WITH ROUNDIDOME TRASH RACK INLET STRUCTURE TYPE AND SIZE TO BE DETERMINED BY ENGINEER TANK INLET CONNECTION FOCALPOINT HP CONSTRUCTION GUIDE A FOCALPOINT LENGTH 30 FT. 8 #UNDERDRAIN LONG 12 C FOCALPOINT WIDTH 10 FT. D #UNDERDRAIN NDE 6 E WATER QUALITY VOLUME 4,998 CU. FT. F OVERFLOW ELEVATION TOP=654.00 WEIR NOTCH OFE=663.25 G OUTLET FLOWLINE 659.46 H TOP OF MULCH 662.50 1 70F Of= GABION (OPTIONAL) 667.50 J UNDERDRAIN HEIGHT 9.45 IN. A B Y -STRUCTURAL UNDERDRAIN (R -TANK � - STRUCTURAL UNDERDRAIN ,HEIGHT'"J"'1 SECTION X -X z OBSERVATION/ MAINTENANCE PORT a z z ..z a M v O w Lu I- V a OBSERVATION/ MAINTENANCE PORT WITH FOCALPOINT INSPECTION PORT CAP Y IeW LL LLI a o z Q z. z 4 O ®,p Z z 2 W V U 12 i z ❑ CL a 0 Lu ❑ z z 0uj ? -J �+r � V HI j 00 z OBSERVATION/ MAINTENANCE PORT a z Q4 Ori O z Lu I- a OBSERVATION/ MAINTENANCE PORT WITH FOCALPOINT INSPECTION PORT CAP 5YY IeW LL 5 a o z Q BSERVATION+MAINTENANCE PORT 0 z 4 I` ®,p Z z 2 W V U 12 i z ❑ CL a 0 C D 3 z z 0uj ? L11"' � V HI j 00 z 3 R 00U CL 0 % I-- z z I� < O c :i -TOP OF MULCH ELEV, (H} � LL L- ���� PIPE NOTCH PATTERN DETAIL � s i W_0 - 4""-9" CUT IN SHADED AREAS r�Cc u 0 U SPECIFIED A."M31N': '4"MINI PdiUFA LL El REVISED MARCH Z1i15 STRUCTURAL UNDERDRAIN REVISED SECTION Y -Y (HEIGHT "J'") MARCH 2015 10 E ccmCoq 0 EWA F4 j c -a�''Et s cL��d2c''�, X00 cp m CL r 0 U. n Z CN }...� LU Z P W0 �7 W OBSERVATION/ MAINTENANCE PORT I—I PORT USED FOR INSPECTION PURPOSES AND FOR SYSTEM MAINTENANCE AS REQUIRED. WATER SHALL BE PUMPED INTO THE SYSTEM AND RESUSPEND Q4 a ACCUMULATED SEDIMENT. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION FOR THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER FLUSH AS NEEDED. a OBSERVATION/ MAINTENANCE PORT WITH FOCALPOINT INSPECTION PORT CAP a z i UT z fi" PVQMAAIN•TENANvE RORT ' ' /� N, SIAIt�LESS,ST1 EL r �o� o ® z IUU _ z cr 27'' TYP. CLAMP /\ ®,p u+ GEOTEXfItEPIPE,BOOTo, % z a / % ........... ........ / .. ....... �.....,�... �...��.... \/`.,, LL o 0 a z 2 a Z �::FX4 L11"' u m S p 0 % I-- z �NOTCH PATTERN AT BOTTOM OF PIPE (SEE NOTCH PATTERN DETAIL) CL ��` #� y PIPE NOTCH PATTERN DETAIL � u� - 4""-9" CUT IN SHADED AREAS r�Cc u 0 REVISED MARCH Z1i15 € 10 E ccmCoq 0 EWA F4 j c -a�''Et s cL��d2c''�, X00 cp m CL r 0 U. n Z CN }...� LU Z P W0 �7 W Rev. Na. I Date TH 0,,p paTY L. ' PLER ' LIC. NO. 32809 �`�IONAL ,�Cs I DATE: 05/26/2017 I SCALE: AS NOTED DESIGNED BY: RLS FILE NO. 3015L SHEET 05.03 1'7-14 I—I Q4 'R\ � j z a z w I- in0F I� LL z P4 Z �::FX4 Rev. Na. I Date TH 0,,p paTY L. ' PLER ' LIC. NO. 32809 �`�IONAL ,�Cs I DATE: 05/26/2017 I SCALE: AS NOTED DESIGNED BY: RLS FILE NO. 3015L SHEET 05.03 1'7-14 23.87" [606mm]-- Plan Notes Series Number: TS24-24.603D.FB-F20E 1. Grates: •Gast Gray iron per ASTM A48 Class 35-B (Uncoated) +Open Area: 0.9 FTI per Lineal Foot [0.27 M' per Lineal Meter] .Load Rating: 494 PSI (AASHTO M-306 Test Method) *Made in the USA 2.Form Release: Non -Petroleum Based 3. Concrete: Concrete Thickness and Reinforcement per Structural Engineer's Specification for the Application. ---I �--1" [25mm] GRATE TOP VIEW (ROTATED 90°) ..-..----- 26" [660mm] -; 1.44" [37mm] r� Grate tsi Part #24.603D.FB 1.75" X 1.75" X 0.19" GRATE END VIEW [44.5mm X 44.5mm X 4.8mm] n Black Epoxy Coated u Steel Angle with Anchor Studs - 26.25" [667mm] Part#F20E F"�^ .. e � T Concrete Slab s i Expansion Joint Both Sides 24.25" [616mm] t (Recommended) Depth Varies \` Vr a ° '" ��\ Rail Clamp TRENC- CIL EPS Former \/ R �\ Part #TS24 Monolithic Pour 670 a a , a n. PR�SR .- \ //\\ No 6" [152mrn] \\/• - _PR R. -Float Minimum All Si es W]_IH..6':__C.1JRB.R__AD A°, a #4 Rebar U -Leg D 2.27 � Anchor Slab ] \ \� �/jam/\\/f� j\/j//`�i,/\//�/\\`r \ Minimum 1" [25mm] END CROSS SECTION VIEW 8�' of Fx z�s Minimum Copyright a 2610 AST, Inc. �DVVHK@11 TFX24 - 24" [609mm] ID Trench Former@ System with Standard Slotted Grate P.O. BOX 837, 259 MURDOCK ROAD TROUTMAN, NO 28166 SERIES: TS24-24.603D.FB-F20E REV. 01 1704) 528-9805 Pro fetarY rights of ABT C.. are incIuded in the information disclosed heren. The recipient, by accepting this documen+ , agrees that neither this document nor the information disclosed herein nor anYRart thereof shell he copied, reproduced of transferred to others formanufacturing or for any other purpose except as specfically authorized in wftlng by ABT Inc. DISCLAIMER: The customer and the customer's architects, engineers, consultants and other professionals are completely responsible for the selection installation, and maintenance of any product purchased from A97, and EXCEPT AS EXPRESSL.Y PROVIDED IN ABTS STANDARD WARRANTIES, ABT MAKES NO WARRANTY, EXPRESS OR IMPLIED, AS TO THE SUtTAMLITY, DESIGN, MERCHANTABILITY, OR FITNESS OF THE PRODUCT FOR CUSTOMER'S APPLICATION. Copies of ABI's standard warranties are avaiiabla upon request, ATo 'm BmI TFX 24 24" (609mm) ID Trench Forming System with Standard Slotted Grate Standard Specifications System IDO: TS24-24.603D.FB-F20E Manufactured by ABT, Inc., 259 Murdock Road, Troutman, NC- (800) 438-6057. www.abtdrains.com System Components: Forms -TS24: Pre -manufactured trench forms using non -CFC EPS foam. Forms to be 24.25" (615mm) wide pre -sloped or non -sloped form segments. Each segment to have a full length deforming groove. Non -sloping sections must have written approval by engineer prior to installation. Forms to have square bottom and 26.25" (666mm) grate seat width. Forms to be within .0625" (1.58mm) tolerances. Invert slope is as noted on plans. Non -petroleum based form release is to be used far smooth interior walls and easy form removal. Grating-24.603D.FB: Uncoated cast gray iron conforming to ASTM A 48, Class 35-B, with a minimum of 0.9Ft2 /L Ft (0.27m2/Lm1 open area. Grates shall meet a minimum 494 psi proof load per AASHTO M-306 test method. Grates must be flush with top of rails. Grating shall be made in U.S.A., and shall conform to the FHWA's "Buy America" policy 23 CFR 635.410(b) and Federal Acquisitions Regulations (FAR) 52,225 "Buy American Act". Frames /Rails- F20E: Post fabrication epoxy coated 1.75" x 1°75" x,188" (44.45mm x 44.45mm x 4.76mm) steel angle rails conforming to ASTM A36. Standard headed concrete anchor studs bisect rail -anchoring device a minimum every 12" (305mm). Grate rails to provide a minimum of 1.187 square inches concrete bearing area per inch of trench length on each side. Auxiliary frames are to be used as noted on plans to facilitate radii, intersections, grade changes and expansion, control & construction joints. Frames shall be made in USA, and shall conform to the FHWA's "Buy America" policy 23 CFR 635.410(b) and Federal Acquisitions Regulations (FAR) 52.225 "Buy American Act". Quality Assurance: Submittals: A Certificate of Compliance in conformance with the provisions of these Standard Specifications shall be furnished to the Engineer. Post Construction Inspection - Formwork is to be fully removed, without exception, to allow for inspection and if needed repair of any voids and or concrete consolidation issues below the frame, trench wails and invert. CM 5*'o LY TRE CH DR FOR MER Advanced Building Technologies 259 Murdock Rd. Troutman, NC 28166 lFrRsT FLUSH 1644W PH: 800-438-6057 FX: 704-528-5478 ACF ENVIRONMENTAL -RAIN GUARDIAN TURRET DETAIL -SEE SHEET 05.03 FOR LOCATION (S I n"452A) 20 10 0 20 40 1.STEM N ED RSI POIaC JMONOU-Moc CCN- aPJR.E (1 LBS: BETE SHALL HAVEN MINIMUM 1.INLETYIfIffIH�1NdDI#JFTAF10EBETWEEN 91t[�(tlF.C1JF!@AI+D CttIE"IE�I'Fiil CQi+1CRETE RAIN c�Lw�l�w n,r>aArVAFzrWITH SITE cONamONSIVE s7TiEHOTH OF4;� aGlIT2B DAwYS. AIR TO 8% B1f V0LU E] MAINUF CURED MND DE L CONCRETE BASE E CrENDS BIEYONDT E FILTER WALL OF � CF e HIVE D TO AMNI C til IB�NEt�. THE'RIUN UAADIANTURRETT�"iSE As llw- RAiTQR Z THREE- 011 T U1 MRECE 9EDUIFTINGPOCKETS VdTHA v STANDJIlFID HOOK 8. Two..PIECE LiaHr- rrY GAALLVANIMD eR4TE 5 Ll#BIPIEI;Ej FOR $41 LB CONCE7+FMTED LW OR= LBW FT IN LMM 4, TAF46PIEOEHEAVYZ. J7Y OALVANM ORATE (77.1% LBSPIIECE) FOR INSTALLEDVIEWS 2j4W LB 00NORIf MTED LCIAO OR I AM LBi1JQ FT UMFCFtM I CAb, INSTALLATION NOTES +ars N ats r 1. INGTALL IM CLASS 5 BASE 9 h=TO 116% GTANDARD PP=IMM. THE DISTANCE FF40M THE BACK OF THE CURB MAY VARY BASED Uhl arm t7mornow,rjur =oDMAT11 NS SHOLAD IN- " .r CLUDE SLOPE OF THE INLET AND BMN EIDE SLCPESADJAWNT'TO 'THE PAN QUAROM TURRET, P05171110N PAN GUARDIAN TURRET 80 l PRIMA W OUTLET All" 11 RH TOE OF BASIN SIDE 9LQPE TO AYC]ID z Avvoi cE: t fwmm SOIL INTERFERENC& WTT14 REMOVABLE FILTERWALLWALLEXL"SRVAIE 1' frs : '1tX` BELOWIi THE r3llrT'ERLINE ELEVATION (LE. THE BIORET'EN'nt'xfl OVERFL£�W ELIEVA OIiI T�'i AIC It10D1�4TE THE 1 r PL%NDINC� IsTFL - 5 A�GAnR AND 4' RAIN GLIARDL+W TURRET BASE T (INbLUDED� T'HEREFARE, THE TDP4"JF THE a CC3ItIPAiCTED BASE I9 PRWGMY 1' 4` RELOWTHE'IS TIEFILINE ELLVATION. THE 70P OF THE TRAIN QUARDIAN TURRET METAL GRATE MLL BE 10-11r ABOVE THE TOP OF THE CONCRETE BASE AND 1-1l2' BE .0W IM u �ftt IiiiiMmm OUTTERLIKEELEVATION TOACG0iIlh1![]DATEASILOPEDINLET FROM tt ,ar T TOP, I>"11%WAIM 5AVY-umSP j: TER 'THE TOT1�ERAINGUJARDIANTURFMT. i t � 2 TM FWN GUMWIIA1�l TURREr SHOLA.D. BE SET ON THE PFUFAIlREO � I CLAM 5 SAM J. Q s y FOR INLET BETWEEN RAIN GLIA1RO MI TURRET I j AND BACK OF 4 UFa TOP ELEVA710MR CF 7HE INSTALL. FfiAIY*UCi FRAMING .SHOULD MATCH THE TOP OFTHE CUR13ONTHI STMET81011AND THE TOP OF THE RAIN OLlAIR[3lAIW TURRET t]N'fHE HIIJTIIDN S}DE. , ; : . 4 t; � ERET ARD IS ORETENTION INLET. 91 pr g Ii - ' BETWEEN I�,iiIN QLIf�DtAN TL1r� t;"�-A 1% 1 1 Fi. 1IE WRM OF 11-E PWRD.NLEr MU*T H&VE AN N9tl I RYC7L.INT• ABLE PIRQFIL:ETo PREVHNi"YIli4T"EJIi M4AI FI#CIIA "R7"GFPtNA, T�E OF E INLET OC1ltIVMf4F w S� TH. 1. CHI: T€7P ICFTHE CLABiIdr 513ASE 1001IWF+AkC1`IED T09E+JG AEllOVA8LEF1LTERWALLBHUIJLD 9E INST/1L1EIiFWIT[i FILTER PFrANDAIRD FROICTOF 4 IS PF EMSELY 1',V BELOWIF TIHE GU T-: FASMC FACINO THE RAN WAMM T%RFLWr r&ET. _a, �. s..` ] E ! ..1 TMUNIE ELEVAnt K MANUFAO� OF ZY: �- .,l:xrf5rt .erg ' I AINU►RDIA I TURRET POKA r:40 PRETREATMENT CHAMBER A MOH 77�Y i' TtIwSI�r s. A ow BI RETENTI N PONDING NDIN DEPTH: 1 s k 1318 Mir Dr. NE, Suite OLi Rain GAwn • S.seral - filtration tlial*ts`• tart1 call6r -us'tolsSCME VAN1AW PHHrtti ( 56 T" PI LL DETA L www.R91nGuardIsn.blt U -S. PATW 9XVU 763 SCALE: 1 " = 20' TRENCH DRAIN- PLAN VIEW HOW. SCALE: 1' - 20' 680 680 ..-..----- r� tsi n u F"�^ U� 675 675 t .GRA TRENC- CIL 670 670 PR�SR .- DAlC•:-�tP#��?PI _PR R. W]_IH..6':__C.1JRB.R__AD - .b4%o_. D 2.27 � E&S MATTING 8�' of Fx z�s TRENC DRAIN #1 665 (� 0 2�4D/o" 665 � _.-TREN t�tiAlL-E- T -3' OF TFX-24S ENCH�RATN... FRENCH -IFIL -E .._.m_.. 660 -20 LOADING w..®. z 660CD U _. o � � Ir- ((00 U UcQ UcD U� ._._ .__....._ W II C7 � W [i � m.._hi.. � � Il 655 655 LU 650 650 ir CD CD C3 0+00 0+50 1+00 1+50 2+00 2+50 TRENCH DRAIN HORZ. SCALE -1' - 50' VERT, SCALE 1'-& ASPHALT 001M.2k ..-..----- r� tsi n u F"�^ U� t .GRA TRENC- CIL PR�SR .- DAlC•:-�tP#��?PI _PR R. W]_IH..6':__C.1JRB.R__AD - .b4%o_. D 2.27 � E&S MATTING 8�' of Fx z�s TRENC DRAIN #1 (� 0 2�4D/o" � _.-TREN t�tiAlL-E- T -3' OF TFX-24S ENCH�RATN... FRENCH -IFIL -E .._.m_.. -20 LOADING w..®. z U _. o � � Ir- ((00 U UcQ UcD U� ._._ .__....._ W II C7 � W [i � m.._hi.. � � Il PROPOSED-` GRADE (q� TFX-24S --'- INVERT = 662.90 ,,-TRENCH BRAIN -TOP OF GRATE ,--TOP �6" CURB CONCRETE APRON TRENCH DRAIN AT STRUCTURE 62 NOT TO SCALE OF CURB BACK OF CURB GUTTER PAN N nA ccNvn°°i v J M�N � G7 d T Q,1 Ln M ICL 10 u_ I Rev. No. I Date TH p;F I � RAD L. IPLER � Lic, No, 3289 ���dNAL �Cs I DATA: 05/26/2017 1 SCALE: AS NOTED17-14 DESIGNED BY: RLK FILE N0. 301.5E SHEET C5.04 F"�^ U� I Rev. No. I Date TH p;F I � RAD L. IPLER � Lic, No, 3289 ���dNAL �Cs I DATA: 05/26/2017 1 SCALE: AS NOTED17-14 DESIGNED BY: RLK FILE N0. 301.5E SHEET C5.04 location trench width as required CONCRETEENCASEMENT TRENCH & BEDDING 4" select ackfill FEB 09 6" die. schedule 40 steel pipe fifledwith concrete and painted yellow ro. fin shed grade 7- 2' i� 'VffY 18" dia. frY j concrete encasement{ 3 r ' BOLLARD DETAIL NOTE: Weep holes shelf not be subject 10 being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation, required [concrete pad 1'•8" dia, x 0' deep max. e' stone a be straw type adjustable valve box m o15' valve box adaptor top of base ,+-- locator marker FIRE HYDRANT ASSEMBLY -6- mechanical joint swivel tee with 6" branch APR 09 1047 W 01. ll Ll rRI: i 01140 �J Pf"11 i , B' t 12" any joint that falls within the specified length of 16" each branch of the fitting shall be restrained. 24" L = restrained length of pipe (PVC or DIP) 60 ' tp0 120 12D i 1 `1 160 TEE, CROSS, WYE - 6' stone 80 100 120 140 D saewtype adjustable Nuts: vaive shell O'stone 24°min. L = restrained length of pipe (PVC or DIP) valve box ��euet gear D = pipe diameter -- D 6' 8" 12" 16' 18° 20' 24" 45-,22 112°, 11 1 J4" adjustable L (tt) 20 20 20 20 20 20 20 HORIZONTAL BEND I - RESTRAINED JOINTS FOR W1 T. P. TEE, CROSS, WYE AND HORIZONTAL BEND -2- Note: valve shell I EXPANSION PUMP II I r-------- valve box spu r ser �.It♦ ice.-:•�ir�ir � ice■ i0■ CP -2 I HEATERS I da for ad., p \ ■r1� ■ . I N! i1�1 .�■0■il■ adaptor I . ..... 60 min. aver -excavation location trench width as required CONCRETEENCASEMENT TRENCH & BEDDING 4" select ackfill FEB 09 6" die. schedule 40 steel pipe fifledwith concrete and painted yellow ro. fin shed grade 7- 2' i� 'VffY 18" dia. frY j concrete encasement{ 3 r ' BOLLARD DETAIL NOTE: Weep holes shelf not be subject 10 being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation, required [concrete pad 1'•8" dia, x 0' deep max. e' stone a be straw type adjustable valve box m o15' valve box adaptor top of base ,+-- locator marker FIRE HYDRANT ASSEMBLY -6- mechanical joint swivel tee with 6" branch APR 09 1047 W 01. ll Ll rRI: i 01140 �J Pf"11 i , B' In addition 10 restraining each joint of the fitting, 12" any joint that falls within the specified length of 16" each branch of the fitting shall be restrained. 24" L = restrained length of pipe (PVC or DIP) 60 D = pipe diameter tp0 120 12D 140 160 TEE, CROSS, WYE - 6' stone 80 100 120 140 D saewtype adjustable Nuts: vaive shell O'stone 24°min. L = restrained length of pipe (PVC or DIP) valve box ��euet gear D = pipe diameter -- D 6' 8" 12" 16' 18° 20' 24" 45-,22 112°, 11 1 J4" adjustable L (tt) 20 20 20 20 20 20 20 HORIZONTAL BEND I - RESTRAINED JOINTS FOR W1 T. P. TEE, CROSS, WYE AND HORIZONTAL BEND -2- D B' 6' 12" 16' 16" 26" 24" L [ft) 60 6o tp0 120 12D 140 160 concrete pad 16" die x 8" di A 6' stone screw type adjustable valve box location marker valve box — adaptor 101 stone resin: finished grade 48" min. valve restrained T to main FEB 09 jT ' o "' �' '-'"'j `--•- 8"x 8"x 16' sotid block fi 8" for 12"valve ) 6", Wand 12" 18'° Di 24" 8" 12" tai" 18" 20" concrete pad 18" concrete pad 18" dia. x 6' deep --,finished grade dia. x 6' deep 60 100 120 120 140 S• - 6' stone 80 100 120 140 12' saewtype adjustable Nuts: vaive shell O'stone 24°min. 48" rain. valve box ��euet gear screw type -- -- - 40 valva restrained to main adjustable 1 4' F5.1 f I - valve box W1 T. P. i r III11111. Note: valve shell I EXPANSION PUMP II I r-------- valve box spu r ser �.It♦ ice.-:•�ir�ir � ice■ i0■ CP -2 I HEATERS ""s Dox da for ad., p type ■r1� ■ . I N! i1�1 .�■0■il■ adaptor I . ..... 60 min. aver -excavation a �' -Cis/"" ���� ii•■ �.�. 1 ■ r■ ��� �� irliA �■ �� valve- 1 " S,Fh°,, • - .: ........ y ti,,.- ;y-' ..:....:: ..:.......... �stane restrained IMS to main s 8"x 8°x 16' iti�iiR.l�'_.u.�t..r.�aa�" � -_ solid block a'k 8"x 18" --�■■� I�I�l�illlilli�■�lil solid block Water Forced Sewer is", 18", 20" and 241 GATE VALVE ,e APR 09 Of I_� ._-----n-I R2 i Both joints of the fitting shall be restrained. In addition. all joints within the specified length on the large side of the reducer shall be restrained. L = restrained length of pipe (PVC Or DIP) D = pipe diameter L (ft D2 fi 8" 6' ) 18" 18'° Di 24" 8" 12" tai" 18" 20" 24" 6' 40 60 100 120 120 140 S• - 60 80 100 120 140 12' -- - 60 60 100 120 16' -- -- - 40 60 100 1 4' F5.1 f I - W1 T. P. i r III11111. I EXPANSION PUMP II I REDUCER L D In addition to restraining the connection, arty joint that falls within the specified langth shall be restrained. L = rostra ned length of pipe (PVC or DIP) D = pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END .3- D fi 8" 6' 12" 18" 18'° 20" 24" L (ft) 60 6D 100 120 120 140 160 spigot by gasketed be1145° bend 2' i gasketed pipe and fdtings I W x 4" gasketad bell wye solvent weld cap �,JI property line finished grade G I'� a' �---►fl location marker 38" min. ' cover stone 4 4' pipe at 2.00% minimum grade All pipe and fittings shall be SDR 3sj2i3 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS FEB 09 -22- finished grade down bend Ld = down band restrained length of pipe {PVC or DIP) depth 4 ft. min. Lu = up band restrained lengthof pipe (PVC or DIP) D = pipe diameter up bend <p\ depth D Each side of any vertical offset bend shall be restrain ad. In addition, any joint thatfa}Iswithin — the specified length on each side of the fitting shall be restrained. 45° D 6' B' & 12" 16", 18' & 20' 24" Ld (ft) 20 40 80 SQ W (ft) 20 20 20 20 111/4' D e" 6'& 12" 16', IS" & 20" 24" 22112° Ld (ft) 20 20 40 aD Lu (tl) 20 20 20 20 111/4' b 6" W & 12" 16", 18" & 20" 24" Ld (ft). 20 20 20 20 Lu (ft) 20 20 20 2C RESTRAINED JOINTS FOR VERTICAL OFFSET .,- FEB Ea WATER LINE 111311 TV T. R. - 1 ■AI�I..1 rM■i.i� ■ �0i1 I� _ �. I �. 680 �� — PACKAGE I I 8'FIRE BFP �Il�il�l.nilrliw 1 t 36° CLEARANCE { i 4' FD -1 670 665 VV7 T. P, 660 r -------------- Do --------- --- --- ----; -- ----- — _---i7a^ ---- 7 r—MMNGVALVF i ~l II 1 4' F5.1 f I - W1 T. P. i r III11111. I EXPANSION PUMP II I r-------- ---- ----- r i �.It♦ ice.-:•�ir�ir � ice■ i0■ CP -2 I HEATERS �?ih'�llll� ■r1� ■ . I N! i1�1 .�■0■il■ CLEARANCE I a �' -Cis/"" ���� ii•■ �.�. 1 ■ r■ ��� �� irliA �■ �� 1 ��[[iihh ■ ,{4 IMS s ■ri.""��rc.Il�i iti�iiR.l�'_.u.�t..r.�aa�" � -_ --�■■� I�I�l�illlilli�■�lil ,e ■ Illilllllllrv11i1+l+llil.i i �■ ■ ��PAn11111.1�■i�-,I�III.Ii��i.a;�a;,�'�I� i .. �� �� +�—aaa�lr■I—a�■i ��_ ��I� � 1 .rtraN� � � i����■� � �. 1♦ � 1♦ Iilllllli — - air � ■o ■s I�lillilw■i�Iw FINN �_ WATER LINE 111311 TV T. R. - t L W; T.P treated Zx 4' with IIIL / f jLi f/ 0 d B' top 6"pointed green 3 SPRINKLER ROOM DETAIL SCALE: IM' P-0' FEB 09 Certain7eed Plexus 24" Y concrete wedge manhole cover no. CDRU60EH anchor bolt - 4 ea. 2" adjustment ring with finished grade of butyl joint sealant on top pavement or earth and bottom as necessary brace for sewer � VI brace for water y ., standard Toone sewer '�� section for a' \ -m_.. _ valve diameter manhole SCH a0 PWC nipple FIR X FIR lever bail waive i water ,• ��!\ SCH 80 PVC nipple valve d. / / 2" MIP X FIR corp stop `° quick disconnect saddle coupling \ 8"xe°x16" •���� '; solid block � ����; •��• ♦�` (asrequ+red � L\k\ per pipe size) \ i 4;�..� i 4 \ ;... \ stuns NOTES: 1. Ali piping shall bu V diameter 2. For forced sewer e" or less in diameter install tee in main :no saddle) 3. Quick disconnect (cam and groove) coupling a. coupling to be polypropylene b. FIR X male adapter mates with, c. female coupler X MIP 4. Valve shall be H -Tech, Inc. a. water - Model 987 w/2" NPT connection b. sewer - Made] 986 steel body w/2" NPT connection 5. Brace shali be 1-1,r2" X 14 )2' %3116' aluminum angle w/u•bolt around elbow of valve COMBINATION AIR RELEASE INTERIM ADDENDUM AND VACUUM -VALVE VAULT REVISION '11 ` MAY 11 S5 685 80 680 NL 75 675 70 670 35 665 30 660 95 655 6V #� E C C V NW N 1J J'C .� N > V— 3 S- d i(D-r 6- v L yr ILL n ri r, ar � PRITPl�O,PCSA �� rk 4 x 2.5 x 2.6 SIAMESE 4" x 2.5" x 2,5" SIAMESE / EASErtEfr l LU V ..... i ,.CONNECTION CONNECTION 8„ DIP . WL a+OD 1+23 20:�" r� x x 6" CONCRETE PAD 2 0r 1' 1 ` w TM - +' M� t f 9E 5 REMOVE IE TO ° 6" WL �tl t [ i 6" GV 6" CL 52 DIP PIPE ' �REDUQERrI,r`-`"_-.. j 1- T`�... FLANGED JOINTS 900 BEND WITH r i `EX. FHASBY WEEP HOLE AIRIVACUU VAUJtT r r (SEE DETAI 1.5'x 1.5'x 1.5'STONE I BEDDING FOR DRAINAGE 1 �� AND SUPPORTIW ' [ AV W REMOTE FIRE DEPT. CONNECTION 11/05/14 I m N.T.S. VER 1 ( jj I 1 1 3/4°EWH-1 I TRIPLFX BOOSTER 680 — PACKAGE I I 8'FIRE BFP �Il�il�l.nilrliw 1 t 36° CLEARANCE { i 4' FD -1 670 665 VV7 T. P, 660 r -------------- Do --------- --- --- ----; -- ----- — _---i7a^ ---- 7 r—MMNGVALVF i ~l II 1 4' F5.1 f I - W1 T. P. i r III11111. I EXPANSION PUMP II I r-------- ---- ----- r DOMESTICV CP -2 I HEATERS CLEARANCE I t L W; T.P treated Zx 4' with IIIL / f jLi f/ 0 d B' top 6"pointed green 3 SPRINKLER ROOM DETAIL SCALE: IM' P-0' FEB 09 Certain7eed Plexus 24" Y concrete wedge manhole cover no. CDRU60EH anchor bolt - 4 ea. 2" adjustment ring with finished grade of butyl joint sealant on top pavement or earth and bottom as necessary brace for sewer � VI brace for water y ., standard Toone sewer '�� section for a' \ -m_.. _ valve diameter manhole SCH a0 PWC nipple FIR X FIR lever bail waive i water ,• ��!\ SCH 80 PVC nipple valve d. / / 2" MIP X FIR corp stop `° quick disconnect saddle coupling \ 8"xe°x16" •���� '; solid block � ����; •��• ♦�` (asrequ+red � L\k\ per pipe size) \ i 4;�..� i 4 \ ;... \ stuns NOTES: 1. Ali piping shall bu V diameter 2. For forced sewer e" or less in diameter install tee in main :no saddle) 3. Quick disconnect (cam and groove) coupling a. coupling to be polypropylene b. FIR X male adapter mates with, c. female coupler X MIP 4. Valve shall be H -Tech, Inc. a. water - Model 987 w/2" NPT connection b. sewer - Made] 986 steel body w/2" NPT connection 5. Brace shali be 1-1,r2" X 14 )2' %3116' aluminum angle w/u•bolt around elbow of valve COMBINATION AIR RELEASE INTERIM ADDENDUM AND VACUUM -VALVE VAULT REVISION '11 ` MAY 11 S5 685 80 680 NL 75 675 70 670 35 665 30 660 95 655 6V #� E C C V NW N 1J J'C .� N > V— 3 S- d i(D-r 6- v L yr ILL n ri r, ar � PRITPl�O,PCSA �� rk 4 x 2.5 x 2.6 SIAMESE 4" x 2.5" x 2,5" SIAMESE / EASErtEfr l LU V ..... i ,.CONNECTION CONNECTION 8„ DIP . WL a+OD 1+23 20:�" r� x x 6" CONCRETE PAD 2 0r 1' 1 ` w TM - +' M� t f 9E 5 REMOVE IE TO ° 6" WL �tl t [ i 6" GV 6" CL 52 DIP PIPE ' �REDUQERrI,r`-`"_-.. j 1- T`�... FLANGED JOINTS 900 BEND WITH r i `EX. FHASBY WEEP HOLE AIRIVACUU VAUJtT r r (SEE DETAI 1.5'x 1.5'x 1.5'STONE I BEDDING FOR DRAINAGE 1 �� AND SUPPORTIW ' [ AV W REMOTE FIRE DEPT. CONNECTION 11/05/14 I m N.T.S. VER 1 ( jj I 1 680 .x_ t j� �Il�il�l.nilrliw ■ � 670 665 660 Q f1 III11111. ��[[iihh ■ ,{4 s ■ri.""��rc.Il�i iti�iiR.l�'_.u.�t..r.�aa�" � ��PAn11111.1�■i�-,I�III.Ii��i.a;�a;,�'�I� .. �� �� +�—aaa�lr■I—a�■i ��_ ��I� � �. 1♦ � 1♦ Iilllllli — - air � ■o ■s i0 650 10MU 685 685 680 680 675 675 674 670 665 665 660 660 655 655 A 685 1 680 .x_ t j� 675 670 665 660 Q f1 655 L 650 650- 650 0 0+50 11+00 11+50 12+60 12+50 9+50 10+00 10+50 11+00 U) WATER LINE "All REMOTE FDC WATERLINEii 50 25 0 50 100 SCALE: V = 50' ff 0 PR P.20'FCSA -- t 'EX. Z BLDG -�- _ #2 I4 E-1 \ J w� ( W, E --I t o � t—A I Q U. • $ T E-1 b ' i li l; l �aqt� CLOSE? 'aPey.Ek Y.LER • ktlo1,5 N 0 4 . pf] l �'v1FCH. tY�FRJt FEtNCE AND GAT �y A lSEOU[LFiJWGIR DETAI z a . a #3 Rev. No. Date Flt ----- � a 8St!n 'TEE a s I. PROP FH Ott PRIVATE m I l' jTYP.; 1 PROP. 17 y � d ! � r (TIPS) Y t r RfiIYU I L. LER ER t REMOTE g.a r� t L C. NO. 3280 FD C 45° BI3ND�} 'I 1 EOAl II 22 END PROP. 20'F r ` EASEMENT k f DATE: 05/26/2017 _J I 3-f° v l if rU SCALE: - AS NOTED D r CQNNEC Td•EX. TU B 11 DESIGNED BY: RLK ! S &REMOVE FLU , -,ASSY -A FILE NO. 3015L 40 20 0 40 80 SHEET 06.01 680 675 670 665 •• / 655 650 680 675 675 675 670 670 665 665 660 660 655 655 650 650 6175 685 675 680 670 675 665 670 660 665 655 660 660 655 645 1 - 645 645 _-1 645 650 Cutlet �Y�r ��� 11��►�rr= i1���i11■�i LOSS VoAngle Ho 1 1.3Ht 1 Inlet No * .7 �� IIIIAIII� � � • �� ��1111•.� .� �� Final H �'� a .e - (ft) (fps) o (ft) Qi (cfs) Vi (fps) QiVi �����_ n. �11�■111�11� H6 (ft) � � {ftj (ft) (ft) (ft) €� lid doll 11lI� �11lIIl 11l! y 1 ! ar•! ..w.i..�s.. illi�_IM rA: �������,�� c _ - r"r•"""`�rrl�� r. � �. � .111■1111���. - I11.I1a1..11.1..11.11.rn1■.1�1■11i1 -��®: s11�I11O..�1111 mow. 11111111■111�■! 11111. Irf1■111■1111�ii1■Ir•11� 1�■1llr.�■Ir� � '• rw1�11111�1 �a11■IIn1 •• �If 1�PMf �. •'! i1� • � F � Ci 1 4L:_.:� 1 r Imo- 1 rr i�■1111 _.illi I�m�1111 �� ■.. 111 I r 11■ yip 11 • t. KE m • r. 680 675 675 675 670 670 665 665 660 660 655 655 650 650 6175 685 675 680 670 675 665 670 660 665 655 660 660 655 645 1 - 645 645 _-1 645 650 685 680 6 675 6 670 6 665 67 660 67 655 66 9+50 10+00 1p+50 1+ + + 650 66 Cutlet �Y�r ��� 11��►�rr= i1���i11■�i LOSS VoAngle Ho 1 1.3Ht 1 Inlet No * .7 �� IIIIAIII� mil n7 iiia ��111111� � • �� 111■111� w1►�1�11 �11■� � INS �� Final H I nlet W.S.E. Rim 1=1ev - (ft) (fps) o (ft) Qi (cfs) Vi (fps) QiVi �����_ n. �11�■111�11� H6 (ft) � � {ftj (ft) (ft) (ft) €� lid doll 11lI� �11lIIl 11l! y 1 ! ar•! ..w.i..�s.. illi�_IM rA: �������,�� c _ - r"r•"""`�rrl�� r. � �. � .111■1111���. - I11.I1a1..11.1..11.11.rn1■.1�1■11i1 -��®: s11�I11O..�1111 mow. 11111111■111�■! 11111. Irf1■111■1111�ii1■Ir•11� 1�■1llr.�■Ir� � '• rw1�11111�1 �a11■IIn1 •• �If Y <_ 685 680 6 675 6 670 6 665 67 660 67 655 66 9+50 10+00 1p+50 1+ + + 650 66 685 .:r 675 0 670 LO 665 O E 1 OD 11 50 12 00 9+50 10+Op 10+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR MHS - STR EX -13 STR 43 - STR EX -7 STR 41 - STR 49 STR 50 - STR 51 A Ln 680 680 680 680 Nt17 O C tO P G 0) N N N 0 .,T ' a? c �Q! p CV m w 0 CL U z111u�� „y ... z W LLI Z W Ct z W __ 50 25 0 50 100 to to Uj cry T 675 �_ d _ -„_..1 - 675 675 -cam _.e� SCALE: 1" = 50' O O _.. __.__u._ _. It 675 H..I•- _ _ h- _. �Ct3TING 670 _. - ._R�, _. _ 670 670 _ 670 GRADU GRADE_ ©co E-4 _ ..... '__ STORM INLET CALCULATIONS Q 665 - - 665 665 ' ` __._.- _ _ __-_ 665 -- " '�!� • _j- r2 C { Al - Inlet DA C CA Sum CA I (iullu) Q Qb Qt (cfs) S (°.e) Sx (i'ft) T (ft} W (tt) W7T Sw (hJftl SW/SX Eo a S'w Se -S' Lt (ft} L, L It E fo C>� -- 5'7 1 . __ _ - - (°) Qi (cfs) Qb. Co Sag Inlets Only z _r._.a,.__1 _" a ( ) a(12W) w(Eo) Sec - °�+ (AC) (cfs} cfs (E Le Pnnd€ng Curb Opening cUh T S �-D 99 r(a � (] Structure inletiD Curb Opentng ) p fcf5) RCP's i d - r Name Length (ft) ( ) ag the Depth (in) Height (ft) ❑ I 9 u - ° - 49 N" -12P O,DO 0.02 0.75 0.02 0,765 6.50 0.10 0.00 0.10 1,00 0.0200 2.49 1.00 0.40 0,0200 1.00 0,99 2.000 0.167 0.185 0.00 0 100.00 0.10 6,00 0.60 0.40 _ - _._ - 48 NYP-12P 0.00 0.02 0.75 0.02 0,765 5.52 0.10 0.00 0.10 1.00 0.0200 2.49 1.00 OAO 0,0200 1.00 0,99 2.004 4.167 0.185 O,OD p 100.00 4,10 O, DO 0.60 0.00 66p 660 660 --- LLl . _ _ _ . _ 660 47 NYP-12P 0.00 0.02 0.90 0.02 x.918 5.14 0,12 0.00 0,12 1.00 O.D200 2.81 1.00 0,36 0.0200 1.00 p.97 2.000 0.167 0.182 D.Op 0 100.00 0,12 0.60 fl -67 0.00 rl _a a_ �./ -- _- ___ _ _.O m_ - 46 hYP-12F 0.00 0.02 0.90 0.02 0.918 S.1D 0-12 QOa 0.12 1.OD 0-0200 2.81 1.00 0.36 0,0200 1.00 0.97 2.000 0.167 D-182 0.00 a 100.00 0,12 0.00 0.67 0.00 _ --_-_;;j- - -- _w _ _ _ - ��y l.O 45 iv1P•17P 0.00 D.a4 0.75 0.03 0.780 5.06 0.24 O.Op 0.20 1,00 0.0200 3.93 1.00 0.25 0,0200 1.00 0,81 2.000 0.167 0.156 D.OD 0 106.00 0,20 0.00 0.94 0.00 F'�"I M £X7 DI.3B•4' 4.04 0.40 0.50 0.00 0.500 6.50 0.00 0-00 0.00 LDQ 0,0200 0.00 2.00 0,0833 4,17 3.519 0,147 0,020 0.00 4 0.00 0.00 0.00 0,00 0.00 �I "' -- EY3 DL3B - 4' 4.00 0.00 0.50 0.06 O,SDO 6.50 0.00 0.00 0.00 1,04 0.4200 4.00 2.00 0,0833 A,17 3.519 0.147 0.020 O.DO 4 0.00 0.00 0.00 0.00 0.00 655 Lll ._-___- -�- _.__ __ __ ._. .N-�-� __ _I_� __ -. __..�-__ r Cst -___�, ___-- �+- - ~ �{ 655 e 40 DI.2B - 6' 6,00 0.33 0.60 0.20 0.798 5.01 1.29 0.00 1.24 1.00 0.0200 1.93 2.00 1-0d 0,0833 4.17 1,00 3.519 0.147 0.167 7 25 b 0.827 100.04 1.29 0.00 2.87 0,00 W i r ,- ,- 00 655 655 T--(,- .._"e"`_'" `fsl --_ EV r-_._-__ ^. W,s _- - -' . -5t - Ll - ti e._._.-,� . -) - p_. _ M-.-.__- d „ t _. S1A Dl -3B - 4' 4.00 0.28 0.90 0.25 1.152 6.50 1.64 0.00 1.64 1,00 0.0200 6.50 2.00 0.31 0,0833 4.17 0.79 3.519 0.147 0,136 8,34 4 0.480 100.00 1,64 O,OD 3.08 0.00 w U "� r7 to r� . --k o ..- - -_� - �- ;� rD W rr�� 0 _ itcFc'7 SO _ (p. , Z i," _�._ � Jp_ __. _ ._ _.-._ -__ II fD__II__�_ _ Ci?, 1!._ J J Sl DI -26 -4' 4.00 4.36 0.65 D-23 0.884 6.37 1.52 0.00 1,52 1.40 0.0200 4.90 2.00 OA1 DA833 d.17 0,93 3.519 0.147 0.156 7.99 4 0.501 100.00 1,52 0,00 3.01 0.00 W II -11- ` Q CO `if ii 11 II C{? _ 1.. 11..tg-. dC7-.l-I. LL .il._._,_ _ C) �� �I _ C1D._I - F- _....__,_. _.- {L_ __...._....:.n !- "4 U. CCS _ -{.I_,. ..C7. II____ 1[?_-il_.__..�._:_....� SJ �' rS?..1- ___- _ ., _ Il ...___.-. ,._ IL�____.. it Q 57 VYP-12 D.fi1 0.14 0.90 0.09 0.990 6.50 0.59 0.00 0.59 1,00 0.0200 8.13 1.00 0.12 0.0200 1.60 0.35 2.000 0.167 0.039 0.00 0 100.00 0-59 OD �_ � � � In _J _ U D 1.95 O.OD a CD Z, O ~ Z_ __ C` L_ _ _ - �, - _. ,_...N (1 r I f D _ C3 Z N Z ^F„O-j - - R'p' C�- - =r* -0- - 56 VYP-12 0.00 0.05 4.90 0 -OS 0.945 6.45 0.29 0.00 0_Z9 1.00 O.D20a 5.13 1.00 0.19 D.02a0 1.00 0.55 Z.00a 0.167 0.111 0.00 d 100.00 0-29 O,OD 1.23 0.06 _ _CD >. .+ _. __#_ �-„ ___ }. 3__��.. -._+ j - - L7 3 _ W. r. �? Z __ S5 NYP-12 D -OO D -D5 6.90 0.05 0.945 6.37 0.29 0.00 0,29 1.00 0.0200 5.13 1.00 D-19 DMOO 1.00 0.55 2.000 0.167 0.111 000 0 100.00 0.29 0-00 123 0.00 ry Z �. ± _. _ .. _. ! - 650 650 _r.. ...._ - _ __. _ _ r - I J -I 6rJD --- r { - �- _ - - - --r r ---'-.__. __.,_�_ _____,_-- 650 Sd NYP-12 0.00 0.00 0.50 0.00 0.500 6.34 0.00 0.00 0.00 1.00 0.0240 0.00 1.00 4-0200 1.00 2.000 0.167 4-020 0.00 4 4-00 0.00 0.00 0.00 0.60 9+50 10+00 10+50 11+00 11+50 12+00 12+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 STR 52 - STR 57 STR 53 - STR 61 50 25 0 50 100 SCALE: 1" = 50' HYDRAULIC GRADE LINE CALC[7LATIONS Cutlet LOSS VoAngle Ho 1 1.3Ht 1 Inlet No W.S,E. Do (in) Qo (cfs) ft (f#) Sfa (%) Hf (ft) Final H I nlet W.S.E. Rim 1=1ev - (ft) (fps) o (ft) Qi (cfs) Vi (fps) QiVi Vi^2j2g Hi (ft) (deg) K H6 (ft) Ht (f#) I {ftj {ftj (ft) (ft) (ft) 1 1 r Imo- 1 i�■1111 _.illi 111 I r 11■ yip 11 • 11.11.1111 Imo" � ■i��i � 1 1 MnIMIC I - �. J� �„. F• .111_. y r 685 .:r 675 0 670 LO 665 O E 1 OD 11 50 12 00 9+50 10+Op 10+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR MHS - STR EX -13 STR 43 - STR EX -7 STR 41 - STR 49 STR 50 - STR 51 A Ln 680 680 680 680 Nt17 O C tO P G 0) N N N 0 .,T ' a? c �Q! p CV m w 0 CL U z111u�� „y ... z W LLI Z W Ct z W __ 50 25 0 50 100 to to Uj cry T 675 �_ d _ -„_..1 - 675 675 -cam _.e� SCALE: 1" = 50' O O _.. __.__u._ _. It 675 H..I•- _ _ h- _. �Ct3TING 670 _. - ._R�, _. _ 670 670 _ 670 GRADU GRADE_ ©co E-4 _ ..... '__ STORM INLET CALCULATIONS Q 665 - - 665 665 ' ` __._.- _ _ __-_ 665 -- " '�!� • _j- r2 C { Al - Inlet DA C CA Sum CA I (iullu) Q Qb Qt (cfs) S (°.e) Sx (i'ft) T (ft} W (tt) W7T Sw (hJftl SW/SX Eo a S'w Se -S' Lt (ft} L, L It E fo C>� -- 5'7 1 . __ _ - - (°) Qi (cfs) Qb. Co Sag Inlets Only z _r._.a,.__1 _" a ( ) a(12W) w(Eo) Sec - °�+ (AC) (cfs} cfs (E Le Pnnd€ng Curb Opening cUh T S �-D 99 r(a � (] Structure inletiD Curb Opentng ) p fcf5) RCP's i d - r Name Length (ft) ( ) ag the Depth (in) Height (ft) ❑ I 9 u - ° - 49 N" -12P O,DO 0.02 0.75 0.02 0,765 6.50 0.10 0.00 0.10 1,00 0.0200 2.49 1.00 0.40 0,0200 1.00 0,99 2.000 0.167 0.185 0.00 0 100.00 0.10 6,00 0.60 0.40 _ - _._ - 48 NYP-12P 0.00 0.02 0.75 0.02 0,765 5.52 0.10 0.00 0.10 1.00 0.0200 2.49 1.00 OAO 0,0200 1.00 0,99 2.004 4.167 0.185 O,OD p 100.00 4,10 O, DO 0.60 0.00 66p 660 660 --- LLl . _ _ _ . _ 660 47 NYP-12P 0.00 0.02 0.90 0.02 x.918 5.14 0,12 0.00 0,12 1.00 O.D200 2.81 1.00 0,36 0.0200 1.00 p.97 2.000 0.167 0.182 D.Op 0 100.00 0,12 0.60 fl -67 0.00 rl _a a_ �./ -- _- ___ _ _.O m_ - 46 hYP-12F 0.00 0.02 0.90 0.02 0.918 S.1D 0-12 QOa 0.12 1.OD 0-0200 2.81 1.00 0.36 0,0200 1.00 0.97 2.000 0.167 D-182 0.00 a 100.00 0,12 0.00 0.67 0.00 _ --_-_;;j- - -- _w _ _ _ - ��y l.O 45 iv1P•17P 0.00 D.a4 0.75 0.03 0.780 5.06 0.24 O.Op 0.20 1,00 0.0200 3.93 1.00 0.25 0,0200 1.00 0,81 2.000 0.167 0.156 D.OD 0 106.00 0,20 0.00 0.94 0.00 F'�"I M £X7 DI.3B•4' 4.04 0.40 0.50 0.00 0.500 6.50 0.00 0-00 0.00 LDQ 0,0200 0.00 2.00 0,0833 4,17 3.519 0,147 0,020 0.00 4 0.00 0.00 0.00 0,00 0.00 �I "' -- EY3 DL3B - 4' 4.00 0.00 0.50 0.06 O,SDO 6.50 0.00 0.00 0.00 1,04 0.4200 4.00 2.00 0,0833 A,17 3.519 0.147 0.020 O.DO 4 0.00 0.00 0.00 0.00 0.00 655 Lll ._-___- -�- _.__ __ __ ._. .N-�-� __ _I_� __ -. __..�-__ r Cst -___�, ___-- �+- - ~ �{ 655 e 40 DI.2B - 6' 6,00 0.33 0.60 0.20 0.798 5.01 1.29 0.00 1.24 1.00 0.0200 1.93 2.00 1-0d 0,0833 4.17 1,00 3.519 0.147 0.167 7 25 b 0.827 100.04 1.29 0.00 2.87 0,00 W i r ,- ,- 00 655 655 T--(,- .._"e"`_'" `fsl --_ EV r-_._-__ ^. W,s _- - -' . -5t - Ll - ti e._._.-,� . -) - p_. _ M-.-.__- d „ t _. S1A Dl -3B - 4' 4.00 0.28 0.90 0.25 1.152 6.50 1.64 0.00 1.64 1,00 0.0200 6.50 2.00 0.31 0,0833 4.17 0.79 3.519 0.147 0,136 8,34 4 0.480 100.00 1,64 O,OD 3.08 0.00 w U "� r7 to r� . --k o ..- - -_� - �- ;� rD W rr�� 0 _ itcFc'7 SO _ (p. , Z i," _�._ � Jp_ __. _ ._ _.-._ -__ II fD__II__�_ _ Ci?, 1!._ J J Sl DI -26 -4' 4.00 4.36 0.65 D-23 0.884 6.37 1.52 0.00 1,52 1.40 0.0200 4.90 2.00 OA1 DA833 d.17 0,93 3.519 0.147 0.156 7.99 4 0.501 100.00 1,52 0,00 3.01 0.00 W II -11- ` Q CO `if ii 11 II C{? _ 1.. 11..tg-. dC7-.l-I. LL .il._._,_ _ C) �� �I _ C1D._I - F- _....__,_. _.- {L_ __...._....:.n !- "4 U. CCS _ -{.I_,. ..C7. II____ 1[?_-il_.__..�._:_....� SJ �' rS?..1- ___- _ ., _ Il ...___.-. ,._ IL�____.. it Q 57 VYP-12 D.fi1 0.14 0.90 0.09 0.990 6.50 0.59 0.00 0.59 1,00 0.0200 8.13 1.00 0.12 0.0200 1.60 0.35 2.000 0.167 0.039 0.00 0 100.00 0-59 OD �_ � � � In _J _ U D 1.95 O.OD a CD Z, O ~ Z_ __ C` L_ _ _ - �, - _. ,_...N (1 r I f D _ C3 Z N Z ^F„O-j - - R'p' C�- - =r* -0- - 56 VYP-12 0.00 0.05 4.90 0 -OS 0.945 6.45 0.29 0.00 0_Z9 1.00 O.D20a 5.13 1.00 0.19 D.02a0 1.00 0.55 Z.00a 0.167 0.111 0.00 d 100.00 0-29 O,OD 1.23 0.06 _ _CD >. .+ _. __#_ �-„ ___ }. 3__��.. -._+ j - - L7 3 _ W. r. �? Z __ S5 NYP-12 D -OO D -D5 6.90 0.05 0.945 6.37 0.29 0.00 0,29 1.00 0.0200 5.13 1.00 D-19 DMOO 1.00 0.55 2.000 0.167 0.111 000 0 100.00 0.29 0-00 123 0.00 ry Z �. ± _. _ .. _. ! - 650 650 _r.. ...._ - _ __. _ _ r - I J -I 6rJD --- r { - �- _ - - - --r r ---'-.__. __.,_�_ _____,_-- 650 Sd NYP-12 0.00 0.00 0.50 0.00 0.500 6.34 0.00 0.00 0.00 1.00 0.0240 0.00 1.00 4-0200 1.00 2.000 0.167 4-020 0.00 4 4-00 0.00 0.00 0.00 0.60 9+50 10+00 10+50 11+00 11+50 12+00 12+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 STR 52 - STR 57 STR 53 - STR 61 50 25 0 50 100 SCALE: 1" = 50' HYDRAULIC GRADE LINE CALC[7LATIONS Cutlet LOSS VoAngle Ho 1.3Ht 0.5Ht Inlet No W.S,E. Do (in) Qo (cfs) ft (f#) Sfa (%) Hf (ft) Final H I nlet W.S.E. Rim 1=1ev - (ft) (fps) o (ft) Qi (cfs) Vi (fps) QiVi Vi^2j2g Hi (ft) (deg) K H6 (ft) Ht (f#) I {ftj {ftj (ft) (ft) (ft) 4y 000.yL 6.uu U.1u �u.uU u U1 u,uu 1.11 U.U2 i 0,02 01.03 0.01 0.02 666.94 €: 670.16 48 666.78 8.00 0,19 50.00 0.02 1 0.01 0.55 ° 0.00 0,10 2.19 � 0.21 0.07 0.03 � 0.00 1 0,00 0.00 0.1113 r 0,04 0.02 0.03 666.81 670.16 3 _ g 666.19 8.00 ! 1.39 50,00 1.12 0:56 3:9$ 01.06 0.19 (3.55 fl,10 0.00 0.00 0 00 _ _ - �.. _._ -._. -..... _.. _.. 1 0.00 0.00 r 0,06 --- ._ . I - __--- . ...-----1--------_.__ 3 0.03 ' 0.59 666.78 670.3.5 1 46 665.95 12.00 2.89 50.00 0.48 .24 5.31.39 1 - i- -------__�...._- 47 � �� 0 0 7 � 0,11. 1 39 3.98 5.53 0 25 0,09 0.00 , . 0-00 0,00 0.20 ; ..0,113 0.,34 666.19 670.16 E 1 E f i 1 5 1 4 665,58 1 .00 i 2 3.06 1 2 ,9 6 8 0.58 1 0.16 3.94 .06 2.89 0 5.37 15.5. 2 p 45 0.16 2.42 � .D3 0 D.D1 � 2 0. 3 0,12 0.27 65.85 - : 6 570.16 --i- ._ 3.59 � 0.05 3 06�_.94_n•_ ` 12A6 I 0.24._.__ 0.08 i 38.55.:.....0.42 ;0,10_.. j -_•0,24 I 0.31 � 0.1,5 i 0.7,8 665.58 670.70 L- 4J4 fi65.40 15.00__I_ 4.29 7.1$ 0.33..-_-. O.U2-�..._-j--_--__�_..��. -_ I 41 b64.50 24.0ID 19.58 58.42 0,66 0.39 11,09 0.48 -__ -,- _ _-15 30 8.66.... .132.47 , 1.17I 0.41 8.98 0.11. 0.13 1 102. 0.51 0.90 565.40 t 4.29 3.59 } 15,39 0.20 56.99 0.54 0.11.. - - - - - -_ 670.90 4 I 40 �662,60 � 24.00 20,69 55.47 X3,74 3 (3;41 € 6.59 0.17 ? 19.58 ` 11.09 ` 217....1 I 1 _. € _ I 2 . � . 1.91 0:67 16:70 0.21 � 0.40 1.24 � 0.52 � 1.03 663...63 669.24 € M16P i € I a HS � 559.70 ,13 ; 48.00 107. x.21.54 0 58 , .70.20, 4 � 0 6 1.66 � 20,69 6. 65 137,6 9 2 06 0.24 49 4 ,6 0.50 .34 0 2..24 I 112 3..82 661 52 __.. - . �.._ ..__- s. 1- I E 3 I 57.A 674.53 8,00 ,64 1 I �1 78,36 1.63 .91 .82 f} • 2 8 .35 I i 0 5 0.45 3 i 0,. .�._------`-__-_-_ .. .-r-___.... __.. I 23 3.1.3 677.66 1685.87 51- 70 6 33 15,00.09 3 147.31 0.20 1 .30 I t 0 7.86 0.24 1.64 .62 8 14.12 1 5 .1 0:40 82.77 � 0 a ,69 0.80 I 1,44 1.87 � 0.94 1.24 671.57 678.24 1 w _ _ _ _ .. I 57 667 55 8 I r .00 : 0 59 39.16 0.21 0.08 4.67 0 10 i 0.10 0.13 0 07 ;_.._ --_ . i 0.15 667.70 670.12 56 666.38 8.00 0.87 59,24 0.46 0.27 5.20 1 0.11 0.59 4.67 2.73 ; 0.34 0.12 4,26 ; .0.05 0.02 9.24 0,31 016 0.43 666.81 55 665.40 8.00 i 1.15 32.18 0.80 0.26 6.56 I 0.17 j 0.87 5.20 4.53 0.42 0.15 8.98 , 0.11 0.05 0.36 0.47 0.24 0.49 665.90 1 569.80 i i 54 664,64 12.00 1,14 66 29 I 0.09 0.06 .45 1 0:0 1 1 .15 � 6.56 7:53 0, 7 � 6 0,23 3:1,48:0.36 0,24 0.48 0,24 0.30 664.94 94 669.6 g i 53 £64,30...:.._],2_00 � 3.51 y23.57 0.91 0.2.1 4.59 0.08 2.60 �, 3.31 8..59 '0.17 0.06 79.41 0.68 0.12 0.26 I 0.13 0:34. ' 664.64 1.14 145 166 0.03 16.14 0-20 0,01 666.77 I 1 1 i 61 665.79 8,00 7.05 38.43 i [3.64 0.25 3.02 0.04 t 0.04 I - - - - i.._...._ _-- --- - 0.06 0.03 0.28 � 666.07 669.1 i , I 60 665.33 12.00 2.66 77.42 0.47 0.36 3.38 I 0.04 1:05 I 3.02 3.18 i 43,14 0.05 39.75 0.43 0.06 0,15 0.20 0 10 0.47 65.79 ... -. _ 6 670.80 '. 59 i I 664,64 12,00 2. � 1 60 12 90 0 53 0, 3.31 L 603 O.D4 2. , 66 3 38 9 8:99 0 0.06 _ I -r _ 1$ 34.32 0.38 0.07 0.17 ; 0.09 i 0.68 565.33 670.35 ;. •__EX3 -�.� .667._9._9 E __.1�8..0._0 _1.128 39.00 0. 8 038 6.38 0.19 .------- 1 I0.19 0.09I 0.48 668,4 7 673,46 43 667.73 1 24-00 15.30 11.77 0.41 . � 0.05 4.87 0,09 11.28 6.38 172.00 ' 0.63 0.22 0.84 ' 0,01 ! 0:01 0.43 0_21 i 0,26 667.99 I 4, 02 3.28 13.17 0.17 81.62 0.69 0.11 , _ _ _.. _ _._. i .670.91 1 42 665.40 1$.{30 115,30: 17.51 1,55 0,27 8.66 0.29 15.30 4,87 74.51 0.37 0.13 10.14 0.13 0.05 47 ; 0. 1 0;3U _....-. - - -'- - -- -a . _ t3 0 0;58 665.98 671.19 1 EX7 6 67.99 15.0 .02 10.68 .33 I 0 4 0 � 0.04 3.2 8 0.05 __._.__._...__.___n�.�.._.-..,.m_r..,.�...._.....-.._._..'_. f}.05 O.L33 0.06 668.05:671.87 I. STORM SEWER RIPE COMPUTATIONS DA Runoff CA CA TcRunoff Invert Increm Flaw Rainfall Len Invert Up h Sloe Diameter Capacity Velocity FrFrom � p P Y Y Pipe o To Coef. Q Down (Acres) C (lncrerrl.) (Aceum.) (min) (inWS) {ft) (ft) (4�� (in) (cfs) (fps) Flow Time Time (min) (min) Materia! 49 48 0.02 0,75 0.02 0,02 5 00 6.50 0.10 666.88 666.39 50.00 0,98 8.00 1.40 2.19 0.3$ 0.3$ PVC _. - -- 48 47 i D0 2 0.75 0.02. 0. 3 S 0 00 6.35 - � _... _ --. I 0.19 666.39._.. 665.90 513 DO 0,98 s 8.00 140 _ 0.55 0.31 1,53 PVC i 46 0.02 l 0,90 0.02 0.05 S.GO f. __...__4.7_ _ l ----- --... - _... - I -- ---- .. 5.83 1.39 665.90 665,43 50.00. 0,98 1 8.00 1.40' � 3.98 0.21 0.21 PVC 46 45 1 0.02 0. 90 0.02 0.0 5.00 .7 7 5 7 2.89 665.4 664. 1 92 SD.aO - i 0 98 12:00 4. ! ; - � 1 �.-- - - -- - - - �_ _ 5.37 �__ - 0.16 0 16 AtiS N 12 45 44 I I 0. 04 0.7 5 0:03 0.10 5.00 5.72 3. 06 66 6 4 92 64.7 2 26.9 u 8 0. 3 € 7 12.00 3.57 3.91 4 0.09 - -- ---------- --_ -_ -�- --_-. 0.11 D iV 12 _ - ADS 00 2 0 16.23 5 44 41 j 0.24 0.90 0.22 0.1 i' .0 5.69 4,29 664.5 664,19 7.18 4.52 15. 1 3.59 0.01 0.03 ADS N- 12 _. _. 3 _ _ -r - - - _ I � 41 4i3 3 0.00 0.50 0: I � 0.31 5.00 5.58 1 9.58 663.99 662.9 � 0 58.42 (_____.� J _. __... _ _ . _ - 2 ,OQ36.04, _ 11.09 0 09� 1`09 - ADS -N 12 4W0 __-_- .__MH 8 0�._3_3 0.60 0_:2.__0 € 0.5_.:1._.�1 ._5..00 5._6..-5._�. ._20. 6 9 �...6..61_..�28 ..661.00 _ __. .55._4_.7.. 0.50L2_4-_..0_.0_ .__1.�8._._78_ .__.6_,59 _ I' 0,14 0.14 ADS- 12 MH8 MH7 I 0.00 0.50 0,00 0.51 , 5 00 5 ; 1 � � ,62 107.1.3 661.00 655.50 121.54. 3..70 4 000 ' `:. _ _. _ 8 2981. 2 - --- --._ - - - - 2 0.64 0, __ .. - _ _. i 10 0.10 RCP Ill 57A 51 i j� E p,28 .9p � 0.25. 0.25 ; S.OD 6.50 1.54 682.8 ` 7 I �4. 7 00 178.36: 4. _ 98 I 8,0 p 3.7.5 8,62 a_ - --,- _�. _ 34 0.34 P 51 50 0.3 6 0.65 0.23 0,49 5.0 0 6. 7 ! 3:09 673,17 ; 3 659.33 14 . I 7 31 � 2,6 _ _ 1 15. r 00 _ �€ �. _._L ._ I 7..2',19' 7.86 i 0.31 �� _-__-_-- _. _ t � 0.31 DS N _2 ' A 57 s 56 0.10 ; 0.90 0,039 0.09 5.00 650 0.59 667.78 667.02 39.16 1 1.95 8.00 � 1,97 4,67 � 0.14 I 0,14 I PVC 56 1 55 I 0.05 5 0,14 50}0 6,45 0 87 667 02 665.85 59 24 1 ' -J VC ._ ___... �{- _ 0.90 0 0.. _ 1.--- _ s1 97_ ( 800 1.98x5.20 ...._j.0�19 19_ I _.___.__..____ 5S 54 0 05 I 0.90 ! 0 05 € 0.18 5.00 6,37 1:.75 665 85 1 664.87 32.18 3.05 I 8.00 2,46 6.56 0.08 0.08 1 PVC 53 -- _ - - - _ ... -_. 1 54 0,00 0.50 > 0,00 0.18 5.00 6.34 � 1,14 664.87 563.62 66 29 �1,89 12,00 5.72 1 1.45 0.21 0,76 Ai75 IV -12 52 p 0.50 ! 1 i ,Dp 0.00 9 i 0 5 5.00 6.07 3,61 663.62 � 663,.50' 23 57 0.49 12 00 2:9� 4.59 0.08 0.08 ADS N-12 1 61 60 0.18 0.90 0,15 i - 0;16 5.00 6.50 1.135 666.13 664.94 1 38.43 3.10 8. 00 2.48 3,02 �. � - .-- ___._._.. _ 0,10 ..._._..__-�._ _ -. 0..21 PVC I I -t 50 59 } 0.28 0..90 0.25 i 0.47. � S.OD 6.42 2,66 I 554.94 664. 17 77,42. 0.99 12,00 i 4.15 I 3.3$ 0.24 0,38 ADS N-12 i 59 53 t - 0.00 0.50 7 ` p.00 0.41 5.00 6.28 2.50 6 4.1 i 6 563. 1 62 112.90 0:.4 , l _ � 9 12 00 268 i 3.31 -- 0.56 0.56 � RCP 1V EX3 43 70 00 0,5Q 0,00 0.00 5.00 6.50 1 11.28 657.56 656.14 39.00 3.63 18.00 23.40 5,38 0.05 0.10 AIDS N-12 43 4 f 2 D.OD D�.Sa � o.00 D,DD 5.Q , 0 6.46 15.3 I 1 0 666,14 6 l --------_- .__ ' 1 _ 66 .i3 11.77 0.09 24.00 a�. 782 4.97 .0,04 0.04 ADS I�-12 42 41 i F 5� 0.00 (? 5 . 0 0.00 € 0.00 5.00 6.45 15:.30 664.13 663.9 _..�.�. T -------_._.�_...---•_ 9 17 �6.._, _ 0.80 18,00 10_95 I 8.Fi�6 0.#l3i_-0.'03 i AD5 N-12 I EX7 43 0,00 _-_0.50 000 I 6,00 5.00 6 50 i 4.02 667.51 666. 14 10.68 12.83 15.00 1 27.03 3.28 0.01 0.0-5 v�- - -ADS N-7.2 Rev. No. Date TH 0 F r O U RANN� � LER b Lic. Na. 32809 4 A L, bO, `SIGNAL DATE: 05/26/2017 SCALE, 1" = 50' DESIGNED BY: RLK FILE N0. 3015L SHEET 06.02 1"7--14 675 670 665 .POI ZETAINING WALL "A" TOP PROPOSED', HANDRAIL WALL GRAtiE rT -_- EQ. AS REQU EC% 70 -FACE OF - Rt7iNATf WIT IARC -- WALL— . (P€-R..UDOTDETAILHR- 1_0 ED_._ __._ _ �. . GRADE @ ..._ TOP BACK } PROPOSE 1. RETAINNG WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BUILDING PERMIT) - GRADE @ TOP (UNDER SEPARATE BULDING PERMIT) (UNDER SEPARATE BUILDING PERMIT) -BACK-OF--WALL PROFILE SIDE J� J - SCALE: 1" = 50' Z 4 - - -PROPOSE FINISH a C7 Z w . Eu ,n II II II iE 0 T 0 T 0 { a.1 680 675 675 670 670 665 665 660 660 655 9+50 10+00 10+50 11+00 11+50 RETAINING WALL "A" NOTES: 1. RETAINING WALL AND SYSTEM TO BE DES",IED BY OTHERS, (UNDER SEPARATE BUILDING PERMIT) 60 ;.4,LN r RETAINING WALL I'B" BOTTOM Ffi CE OF WALL 9+50 10+00 10+50 11+00 11+50 --PROP Hk DRAIL OR EQ _ .._ REQUIRE RETAINING WALL "Q" (PER VDU DETAIL HRJ OR APPR.. ED_._ __._ _ P OPOSE GRADE @ ..._ TOP BACK F WALL BOTTOM FACE.e-i 680 685 675 680 670 675 665 670 660 665 655 660 650650 655 X IAEA 8 } o � ® i RETAINING WALL "C" PLAN VIEW AGR 1 OCL) DE _.APPRQVED E PROPOSE� GRADE @ TOP _ BACK OF WALL r 50 25 0 50 100 SCALE: 1" = 50' 685 685 690 680 685 675 680 670 675 665 670 [�:tt�:�:1• 655 660 RETAINING WALL ''Q" 690 685 685 680 680 675 675 670 670 665 665 660 660 655 -2__ r Li I r � w * 2+19,2 _ y �Q � 4 : r RETAINING WALL "E" PROP SED BUILDING P' PROPOS _ ANDMLOR-EQ -REQUIRED ------- - .____ _PROVED-_ EQ .JL EXISTING GI ZADE Q• PROPOSED 7_ GRADE @ TOP BACK OF WALL 9 SI n ev + N ae� 685 675 670 665 N 660 O 655 Tau iv*uu Iutau -I-I*uu 11+010 y+bu 'Iu+uu 1U+bu 11+uu 11+50 12+00 12+50 9+50 10+00 10+50 11+00 11+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 k RETAINING WALL"C" RETAINING WALL "Q" RETAINING WALL "E" NOTES: NOTES: NOTES: NOTES: 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. t RETAINING WALL. AND SYSTEM TO BE DESIGNED BY OTHERS. 1. RETAINNO WALL AND SYSTEM TO BE DEWED BY OTHERS, 1. RETAINNG WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BUILDING PERMIT) (UNDER SEPARATE BUILDING PERMIT) (UNDER SEPARATE BULDING PERMIT) (UNDER SEPARATE BUILDING PERMIT) PROFILE 50 25 0 50 100 SCALE: 1" = 50' . { 690 685 685 680 680 675 675 670 670 665 665 660 660 655 -2__ r Li I r � w * 2+19,2 _ y �Q � 4 : r RETAINING WALL "E" PROP SED BUILDING P' PROPOS _ ANDMLOR-EQ -REQUIRED ------- - .____ _PROVED-_ EQ .JL EXISTING GI ZADE Q• PROPOSED 7_ GRADE @ TOP BACK OF WALL 9 SI n ev + N ae� 685 675 670 665 N 660 O 655 Tau iv*uu Iutau -I-I*uu 11+010 y+bu 'Iu+uu 1U+bu 11+uu 11+50 12+00 12+50 9+50 10+00 10+50 11+00 11+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 RETAINING WALL "B" RETAINING WALL"C" RETAINING WALL "Q" RETAINING WALL "E" NOTES: NOTES: NOTES: NOTES: 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. t RETAINING WALL. AND SYSTEM TO BE DESIGNED BY OTHERS. 1. RETAINNO WALL AND SYSTEM TO BE DEWED BY OTHERS, 1. RETAINNG WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BUILDING PERMIT) (UNDER SEPARATE BUILDING PERMIT) (UNDER SEPARATE BULDING PERMIT) (UNDER SEPARATE BUILDING PERMIT) PROFILE 50 25 0 50 100 SCALE: 1" = 50' O Li 0 U) N In 000 r- N 00 t7 N J Cp C N o N > Lot C C+�.' C W` W) C? y LL h- Q1 At W Z ul Q, w U) w u 0 Q. zZ 1.4z Q-4 Rev. N0. Date TH 0 A DY L. EPLER "d Lie. No 32809 Q, 42 � -A u4 -1U 7 �I�r DATE: 05/26/2017 SCALE: AS SHOWN DESIGNED BY: RIX FILE NO. 3016L SHEET 06.03 17-14 4' MIN ON 12' 6' MIN ON 33-" ASPHALT INSTALLATION ROAD & HIGHWAY i GUIDELINE INLINE DRAIN ASPHALT ABOVE TETE SLAB STRUCTURE SIZE (1, 2) INTEGRATED DUCTILE IRON H-20 GRATE OPTIONS T 12' NIA STANDARD I SOLID 2X2 R&H N/A 15" NIA-T-STANDARC11 r MIN THICKNESS GUIDELINE SOLID 2X2 R&H NfA 18" NIA STANDARD SOLID 2X2 R&H 2x3 R&H 24' NIA STANDARD SOLID 2X2 R&H 2X3 R&H 30` PEDESTRIAN STANDARD SOLID 2X2 R&H 2X3 R&H 1 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL. MEETING THE REQUIREMENTS OF CLASS I, CLASS B, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. iB PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN SY ESC MATERIAL 3130 VERONA AVE ION" HAS PROPPJEZARY RIGHTS. THE RECEIPT BUFORD, CA 30911 i POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 44-00 PHN (770) 032,2448 MSFER, OR LICENSE THE USE OF THE DESIGN ORxy�0 ��t' FAX VM M 244 .CHNIC4L INFORMATION SHOWN HEREON REVISED BY NM H PROJECT NOMAN11 JJ �+ pkd- cam FRODUCWN OF THIS PRINT OR ANY INFORMATION TITLE ATAIHED HEREIN, OR MANUFACTURE OF ANY DATE "1440 DRAIN BASIN, INLBIE DRAIN, & ROAD & HIGHNIAY (TICLE HEREFROM, FOR THE DISCLOSURE 70OTFEFIS (H 20 TRAFFIC LOAD) ASPHALT INSTALLATION DETAL AMISSIONFRO]EXCEPT LOPLAECFICWRDTC DWGSME A $GALE 12D SHEET 101`1 DWG NO. 7W-410.18 REV E ERM03SION FROM NYLOPLAST. matt R12aPlABT NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON (3) VARIABLE SUMP DEPTH T FRAME & GRATE TO MATCH BASIN O.D. ACCORDING TO PLANS ANGLES ��- I - (6" MIN. ON 12" 24 10' MIN. ON 30` 12' MIN WIDTH GUIDELINE / 4" MIN 12" - 24" BASED ON MANUFACTURING REQ,} r MIN THICKNESS GUIDELINE / O'MIN ON 36" (ADS N-121HANOOR DUAL WALL, A05IHANCOR J/ MINIMUM PIPE BURIAL SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION. \' DEPTH PER PIPE GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, \ (3) VARIABLE INVERT HEIGHTS MANUFACTURER SOLID COVER MEETS H-20 1299COG 7001-,10-204 CORRUGATED &RIBBED PVC AVAILABLE (ACCORDING TO RECOMMENDATION (e' MIN. ON 12"-24", THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (8) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE PIAhISlfAKEOFFj 10` MIN. ON 31Y} t6IADAAPTER ANGLES FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST DRAWN BY EW MATERIAL 3130 VERONA AVE VARMBR 0'G 3IXM BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, %I ACIDORDTRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 12' _ PLANS SEE DRAINING NO. iWi-110-111 FOR NON TRAFFIC INSTALLATION. NYLOPLAST 12" DRAIN BASIN: 2 12 � AGx (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D, MINIMUM PIPE BURIAL DEPTH PER TRIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING RECOMMENDATION PLAE CC OF (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE MIN BASED ON 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH T } ACCORDING TO PLANS ANGLES - - (6" MIN. ON 12" 24 10' MIN. ON 30` (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS / 4" MIN 12" - 24" BASED ON MANUFACTURING REQ,} AVAILABLE: 4" • 30' FOR CORRUGATED HDPE / O'MIN ON 36" (ADS N-121HANOOR DUAL WALL, A05IHANCOR J/ ITYP,) SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION. SINGLE WALL], N-12 HP, PVC SEWER (EHL' SDR35), 11 (3) VARIABLE SUMP DEPTH GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, PVC DWV (EX: SCH 4D), PVC C9D0/CTI 5. CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. SOLID COVER MEETS H-20 1299COG 7001-,10-204 CORRUGATED &RIBBED PVC PEDESTRIAN BRONZE WA ; 1299COPB 7001-110-205 DOME WA 1299CGD 7001-110-206 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CROP IN GRATE LIGHT DUTY 1201DI 7001-110-021 1 • GRATES)SOLID. COVER SHALL BE DUCTILE IRON PER ASTM AMU GRADE 70-50-05, GRANULAR MATERIAL MEETING THE REQUIREMENT'S OF CLASS 1, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRNTDISCLOSES SUBJFCTMATTERINWHICH 2 • FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-%05 DRAWN BY EW MATERIAL 3130 VERONA AVE CLASS Il, OR CLASS 111 MATERIAL AS DEFT NED IN ASTM D2321. WATERTIGH T JOINT _ T JOIN %I BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE (CORRUGATED HDPE } 12' _ PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TREE AS -M D3212 FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY BE DESIGNED BASED ONGRIPPING GRPPING RAIL DETAIL %R�30 1 - 12'. 30- PEDESTRIAN GRATES SHALL BE DMLE IRON PEHASTM A5M GRADE 7060.06. DATE 03-11.16 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 •ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO SOX. TO DETERMINE MINIMUM 15 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 2 - 1T - 30' FRAMES SHALL BE DUCTILE IRON PERASTMA638 GRADE 70{10.06. ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 70GI-110-012. PERMISSION FROM NYLOPLAST. W0131M0nA5T DWG SIZE A SCALE 1:20 SHEET 10F1 DWGNO. ?Doll -l10-189 REV E 3 - DRAIN BASIN TO W CUSTOM MAIFJFACTURED ACCORDING TO PLAN 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO THAN 5 DETAILS. RISIERSARENEEDE13 FOR 9iSINSOVERWDUETOSHIPPING RAIL WLL BETER NCIDENTAL TOTHE OF (FOR USEWITHTYPE I& IIiRALING5) 7ACCORDANCE SURFACES VEEtNTINIC*ANQS RESTRICTIONS. SEE DRAWING NQ 7001-11D 6 THIS PRINT 6SGL05ES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CON118011OH STUS JOINT TIGHTNESS SHW L 0ONFOH8,1TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT iiUFORD, QJ184S10 ASTM 08212 FOR CORRUGATED HOPE (ADS N-iZ.MANCOR DUAL WALL), N-12 HP, & PVC SEWER 14' -24"). OR PEON OF THIS PRDTF DOE'S NOT CONFER, DATE 428NIT TRANSFER, OR UCENSETHE USE OF THE DESIGN OR PVC PHN (7T0) 0322443 y� CJI g# FAIL 932'249@ 5 - ADAPTERS CAN BE MOUNTED 0• TO 3OV. TO DETERMINE M#NIIRIM TECHNICAL INFOIRMATON SHOWN HEREIN REVISED BY NADH PROJECT NDJNANIE i7 4 a w*w•0cPWsW&cwA ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70-110412. REPRODUCTION OF THIS PRINT OR ANY INFORMATION T LIE S-1Y-24'PEDESTRUWORATES SHALL MEET I+10 LOAD RATING. 3VIDWESTRIANGRATE SHALL CCNTAIHEOHEREIN, DRMANUFACTUREOFANY DATE 113-11.10 DRAIN BASIN WITH PEDESTRIAN CRATE MEEFH-20 LOAD RATING (SEE DRAWING ARTICLE HEREFROM, FORTHEOtSCLOSURETOOTHERS GLIq(OPEC IlI9fALLATIONDETAIL NO. 7001.11D-144 FOR H-20 TRAFFIC LORD GUIDELINES). IS FDMDOEN, EXCEPT BY SPEC.IRC WRJTTEN PERMISSION FROM NYLOPLAST. aaaaNWOPUSi UWG SIZE A SCALE 1;40 SHEET 1 DF i DWHO, 7001-110-M REY D NYLOPLAST 12" DRAIN BASIN: 2 12 � AGx (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D, MINIMUM PIPE BURIAL DEPTH PER TRIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING RECOMMENDATION PLAE CC OF (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE MIN BASED ON 8" MIN THICKNESS GUIDELINE (CORRUGATED HDPE SHOWN) T (5I ADAPTER 4"MIN ANGLES - 'ARIABLE Or • W TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCORDING To PLANS GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, PVC DWV (EX: SCH 40), PVC C9001C906, CORRUGATED & RIBBED PVC TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, ITYP,) SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 11 (3) VARIABLE SUMP DEPTH GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, ACCORDING TO PLANS 1 WATERTIGHT JOINT ( (CORRUGATED HDPE SHOWN) MANUFACTURING REO.) I/ " DIA. -SOLID STEEL SMOOTH 4"MIN RI)UND RCD (TYP.) OR - (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILAKE: GROUNDING 4"- 12" FOR CORRUGATED HDPE (ADS N-12hiANCOR DUAL WALL, I I I ELECTRODE ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), -DINTS AT 1 ANCHOR RAIL S NOT BO INTERVALS NOT EXCEEDING 3" MAX. BOLTS PVC DWV (EX: SCH 40), PVC C9001C906, CORRUGATED & RIBBED PVC 30 FEET. ITYP,) GRATE OPTIONS LOAD RATING PART# DRAWING# THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PEDESTRIAN MEETS H-10 1299CGP 7001= 10-202 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, STANDARD eaeETs H-20 1299CG5 7001 s 10-203 CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. SOLID COVER MEETS H-20 1299COG 7001-,10-204 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PEDESTRIAN BRONZE WA ; 1299COPB 7001-110-205 DOME WA 1299CGD 7001-110-206 PLACED & COMPACTED UNwORMLY IN ACCORDANCE WITH ASTM D2321. CROP IN GRATE LIGHT DUTY 1201DI 7001-110-021 1 • GRATES)SOLID. COVER SHALL BE DUCTILE IRON PER ASTM AMU GRADE 70-50-05, ro SEE ROADWAY PLANS. 2" mla. 12". WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRNTDISCLOSES SUBJFCTMATTERINWHICH 2 • FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-%05 DRAWN BY EW MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT 3- DRAIN BASIN TO BE CUSTOM MANUFACTIJRED ACCORDING TO PLAN DETAILS. BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, RISERS ARENEEQEOFORBASINSOVER84'DUETG5HIP771NGRESTRICTIONS, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03„20.08 N q PPHN (TTA) 932.2443 �+aFAX MD) 932-2490 S SEE DRAWING NO. 7001-11C-065 TECHNICAL INFORMATION SHOVBN HEREIN 4 • DRAINAGE GONNECTfONSTUDJOENTTIGHTNESS SHALL CONFORM TO 1\��V REVISEDBY NADH PROJECT NOJNANE V iaaa.A, ,,w„•n aMi,s•ow REPRODUCTION OF THIS PRINT OR ANY INFORMATION TREE AS -M D3212 FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY BE DESIGNED BASED ONGRIPPING GRPPING RAIL DETAIL %R�30 N-12 HP, ).L PVC SEINER. ARTICLE HEREFROM, FOR THE DISCLOSURETO OTHERS DATE 03-11.16 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 •ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO SOX. TO DETERMINE MINIMUM 15 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 1 ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 70GI-110-012. PERMISSION FROM NYLOPLAST. W0131M0nA5T DWG SIZE A SCALE 1:20 SHEET 10F1 DWGNO. ?Doll -l10-189 REV E GAT[ MANUFACI DUMPSTER SLAB EXP. JOINT T) PRESSURE TREATED BOARD ON BOARD Wnnn (:ATG nP APPRn1Xn Gnl IAI 7' THICK POURED CONCRETE PAD Wd 6X8-10110 W.W.M. ON COMPACTED 6" AGGREGATES BASE BELOW SLAB AND FOOTING TRASH ENCLOSURE DETAIL WITH BOARD ON BOARD CONSTRUCTION NTS MAX 6 O"MAX. W -O" GRIPPING RAIL SEE ROAD PLANS FOR RETAINING HR -1 A Q.C. " NPS..PIPE PICKET WALL DETAILS. Imo,, I I 4�/e D.C, •' SOLID PICKET I MAX. 6'_0' MAX. 8'w&' I I I/ " DIA. -SOLID STEEL SMOOTH 0 RI)UND RCD (TYP.) OR - t" STANDARD PIPE. GROUNDING r� I I I ELECTRODE H�-1 H -DINTS AT 1 ANCHOR RAIL S NOT BO INTERVALS NOT EXCEEDING 3" MAX. BOLTS 4" O.G . )+- 30 FEET. ITYP,) POSTS --2'NUN. NPS 4.2.375" C.D.) SCHEDULE. BO PIPE 2„ RETAKING WALLRAILS :2" MIN. NPS (2.375 P.D.) SCHEDULE 40 PIPE M#N EXPANSION JOINT PICKETS a ��°' MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE IMW OR "MIN, SOLID STEEL SMOOTH ROUND ROD 3" MAX. 77 HR -1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS [FOR USE ALONG SIDEWALKS AND RAMPS) 0LL ro SEE ROADWAY PLANS. 2" mla. 12". OR TYPICAL SECTIONS FOR DISTANCE TO - 1�/z'IW'5 SCHEDULE +0 PI I CONCRETE STEPS POSTS 1y2' MIN. NPS (1.90" OA.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRI=PING RAIL USE PATH, GROUNDING RAILS 1/3" MIN. NPS. [1.40" O.D,J SCHEDULE 40 PIPE 2" 2'!4" MniELECTRODE MIN, HR -1 TYPE I HANDRAIL {FDR USE ALONG STEPS) �. OLID STEEL SOLID ROUND ROD NATES 1. THE CONTRATOR SHALL SUBMIT DRAWING'S DETNLINC ALL CONCRETE FOOTING TO ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ONGRIPPING GRPPING RAIL DETAIL %R�30 ENGINEER PRIOR TO INSTALLATION. SHOP D DRAWINGS s Q D WNcs sHALL SOIL CONDITIONS. LTS NFOR USE ALONG S16EWALk5 Ah17 RAMP$7 BE SIGNED AND SEALED 9Y A PROFFESSIONAL ENGINEER, N GRIPPING RAIL SHALL BE INSTALLED WHEN HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO THAN 5 CACR� EA WITH THE G4PTNG 4N RAIL WLL BETER NCIDENTAL TOTHE OF (FOR USEWITHTYPE I& IIiRALING5) 7ACCORDANCE SURFACES VEEtNTINIC*ANQS THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE .SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, m,61-011 I i , --`MAX. 6'-0" ASTM A563, AND ASTM FB44, ALL ANCHOR BOLTS SHALL BE IN 4z" O.C:.y" NRS PIPE PICKET 4,. SEE ROAD PLANS ACCORDANCE WITH AASHTO M314, GRADE 36. 4„ FOR RE TANNING. Aia"' 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 4Ye" O,C• SOLID PICKET WALL QETARS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL I I � I I III ILII � I� III BE NCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. N1. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. AL P 7. L T . . POSTS AND PICKETS SHALLBE SET PLUMB. B. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -6. 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM RAIL EXPANSION JD€NTS AT THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EALS NOT EXCEEDING 1 3'" MAX. BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER N 30 FEET. 7 ACCORDANCE WITH NOTE 1. r -3"T POSTS : 2" MN'. NPS (2.375" O•D.7 SCHEDULE BD PIPE 10.. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS 2" MIN. NPS 42.375" O.D_) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. £%PANSDO ION JCRNT PICKETS s 3'4"" MIN. NPS (1,05" 0.0.7 SCHEDULE 40. PIPE 1L THIS HANDRAIL IS TO.. BE USED ONLY AS A PROTECTION FOR OR " MIN. SOLID § TEFL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR -1 TYPE 111 BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD WORUSEALONG SHARED USE PATHS) BE USED._ SPECIFICATION A COPY OF THE ORIGINAL SEALED. AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.. XVMT REFERENCE105 STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 236 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 4. 2"R 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL GBE PAID UTTER. FOR AS RADIAL COMBINATION CURE & t> 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB o AND GUTTER RHALL BE CONSTRUCTED PARALLEL e TO THE SLOPE OF SUBBASE COURSE'S e AND TO THE DEPTH OF THE PAVEMENT. 4 P P p I> A D 3-t The bottom of the curb and gutter may be constructed parallel to the slope of sut�ase courses provided a minimum depth of 7" is maintalned. COMBINATION 6" REVERSE CURB & GUTTER 114" STEEL TUBE FILLED RETE & EMBEDDED )NCRETE FOOTING WAY PAVEMENT CG -2 FIBERGLASS PULTRUDED GRATik EX. STD SIDEWA CG -6 SIDEWALK - ANCHOR ANCHOR GUTTER PAN CROSS SECTION NTS NOTES: 1. UNLESS OTHERWISE NOTED, CONCRETE FIBERGLASS SHALL BE CLASS A3 PULTRUDED GRATE 2. EXPANSION JOINT FILLER SHALL BE 112" BITUMINOUSTYPE PREFORMED GUTTER GRATE EXPANSION JOINT FILLER, ASTM D-1751 ISOMETRIC DETAILS NTS S.S. HEX. BOLT AND LOCK WASHE M -CLIP (S.S.) M CLIP PULTROUDED W/ANCHOP-� �` GRATE—-, $'x3.08' SIDEWALK GRATE 1" S.S. THREADED ROD 2.. 4a CONCRETE -,,""i' K�A 4" MIN."SIDEWALK;. 4.8++'CONC.ANCHOR a, ADHESIVE a '4DRILL HOLE IN CONCRET e A7` CENTERED ON LIP (11" FROM EDGE) •C -2 ANCHOR DETAIL SUPPORT DETAIL NTS NTS NOTES: 1. GRATING SHALL BE 2" 50% OPEN, TEAR, FIBERGLASS REINFORCED PULTRUDED GRATING WITH NON SKID SURFACE AND UV RESISTANT MATERIAL SHALL BE GRIDWALK BY AMERICAN GRATING LLC OR EQUAL. COLOR SHALL BE LIGHT GRAY. 2. A MINIMUM OF 4, STAINLESS STEEL (S.S.) M -CLIPS LOCATED V FROM END OF GRATE SHALL BE INSTALLED. SEE DETAIL. 3. ALL M -CLIPS, BOLTS, ETC. SHALL BE 316 STAINLESS STEEL (SAS.). TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE PRECAST CONCRETE BUMPER \ti t-WSUBGRADE "I AM, HOLE (TYP.) 2 - #4 BARS CONTINUOUS FULL LENGTH OF CONCRETE D REINFORCING BARS EMBEDDED 18" INTO WHEEL STOP 11105/14 N.T.S. VER 1 MOUND TOP OF CONCRETE FILL 6" DIA. - ANSI -- SCHEDULE 40 STEEL PIPE FILLED WITH 6„ CONCRETE AND -rl PAINTED YELLOW r •�10111 Kill' k� \ BOLLARD DETAIL w Nor N.T.S. CIL z LIMITS OF PAYMENT PER EACH Lu 0 I-- PAVEMENT SLOPE PAVEMENT SLOPE uul 10'-0" y ul U "4'-0" 2'-0" 4'-0" Lu 0. z A GUTTER PAN WIDTH VARIES SEE SITE PLAN RADIUS \ -2% ] LIMITS OF PAYMENT �� �. �. a' .4 +r: :a e� M o CL I FOR CURB ai N A 10/28/14 VER 1 LIMITS OF PAYMENT COMPACTED FOR CURB DOWELED JOINT SUBGRADE NOSE Dowty CURB t \ \ �� \�� � (COMPACTED TO 95% TO GUTTER zSECTION ALA DENSITY AT OPTIMUM o (NTS) 4 SUBBASE (21-A STONE} MOISTURE CONTENT 40 B 'rt cn B VARIABLE 4" 3000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) z 1L a (SEE PLANS) CONCRETE SIDEWALK 1 Pa 1/05/14 VE�'BN7" � VER 1 81 -OPE N.T.S. I N.T.S. SIGN (SEE DETAIL) SIGN SHALL BE LOCATED �. ''` . ' .?; "• :.+ FC SUCH THAT IT WILL NOT BE OBSCURED BY EP VEHICLE PARKED IN PAVEMENT TYPE'A','B',OR'C1MTHEpOF 2' SPACE. SECTION CURB (SEE STD. DETAILS) T INTERNATIONAL SYMBOL OF ACCESSIBILITY GUTTER FLUME DETAIL SUMP NOT TO SCALE STRIPED AREA GRADE LIMITS OF PAYMENT PER EACH 0 Lu LIMIT OF PAYMENT co © O FOR CURB F z ua 2 Lu R -O+. ui CL A CL (n LIMIT OF PAYMENT FOR CURB 2' R. DOWELED JOINT 45 A ��o� NOSE DOWN CURB TO GUTTER Q S'-0" MIN. SOD SHOULDER s s" � ON GRADE I ! S++J 3"--J SECTION B -B GUTTER FLUME DETAIL ON GRADE NOT TO SCALE Lo 0 00 E c C-4 t? CV �•��PJ�I C _Lmo M1 (a -a3�o to 0 In rL �E0LL Rev. NO. Date & & HANDICAPPED SYMBOLS8' MSN DISPLAY CONDITIONS TH 0� GUTTER PAN LIGHT COLORED V VAN ACCESSIBLE SPACE REFLECTIVE RESERVED Y" 5' FOR REGULAR SPACE BACKGROUND PARKING L' KEPLER MAr'L. '-d LIC. No. 32809 X 24" 'A NOTE: DARK COLORED 6+. �, 0Z3 -1u -,u RAMP FOR HANDICAPPED MUST 2'" LETTERS & � BE LOCATED AT SAME POINT 3/8" BORDER S ADJACENT TO THE STRIPED 10NAI, AISLE. y+ SHOULDER DATE: 05/26/2017 UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF SCALE: • N/A $510.00 TO $100.00 4.0' MIN. 7.0' MAX, DESIGNED BY: RLK LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE FILE NO. 3015E BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE AfVW HANDICAPPED PARKING 04/15 SHEET 07.01 --- CO H�-1 H rlr 0 ►-� ELI Iz W W IMW 0LL W1 J. ) Z Rev. NO. Date & & HANDICAPPED SYMBOLS8' MSN DISPLAY CONDITIONS TH 0� GUTTER PAN LIGHT COLORED V VAN ACCESSIBLE SPACE REFLECTIVE RESERVED Y" 5' FOR REGULAR SPACE BACKGROUND PARKING L' KEPLER MAr'L. '-d LIC. No. 32809 X 24" 'A NOTE: DARK COLORED 6+. �, 0Z3 -1u -,u RAMP FOR HANDICAPPED MUST 2'" LETTERS & � BE LOCATED AT SAME POINT 3/8" BORDER S ADJACENT TO THE STRIPED 10NAI, AISLE. y+ SHOULDER DATE: 05/26/2017 UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF SCALE: • N/A $510.00 TO $100.00 4.0' MIN. 7.0' MAX, DESIGNED BY: RLK LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE FILE NO. 3015E BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE AfVW HANDICAPPED PARKING 04/15 SHEET 07.01 --- CG -I1 NOTES, 1. TITS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 4000 PS1 IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 30D FEET OR LESS GILOIIO FACE OF g1RB) sF1ALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER.THE BIYTTOM OF THE CURB I MUTTER SI�dLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF 3UROAM COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CQ -6 so ON ROADWAY �CLASSFICATION AND R THE DESIDDEM SPEED GNN MANUAL IN THE SECTION ON 05 URBAN STANDARDS. D ' O a a a N> N> � • A b p ----------- all -------_-d" FcFCONCRETE TIE CONTRACTOR °"`"" COMBINATION +6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANMSPORTAMON 2016 ROAD & BRIDGE STANDARDS THE BOTTOM OF THE CURB AND GUTTER MAY BE OONSTSUCTRED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MNMIUN DEPTH OF 7" IS MAINTAINED. xvoor ROAD AND BRA STANDARDS REVISION DATE I SHEET 1 OF i 20L03 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x GRGUND LINE = rrrrrr rrar - GR.OIIND LINE x r < rrrrr rrrr WFi 7 --rr" rr r >✓ , rr rr •II r b - rr rr .II ROCK OR ��-•EARTH ,rrr c o UNYIELDING r o - N ti SOIL SPE TO THE T{P ~£ TTR0WF;� ?IJTFALL C BEDDING PLAN '9f' DIMENSIONS ARE APPR OWMATE ONLY III. - MATERIAL - 1 9 1 D I 3' 'v :4MIN, MW. 1110 014 X D % BEDDING NIR. 1J10 ❑ X D X. BEOERIA H/t0 D II MATERIAL MATERIAL X D X OQNRRRAGTOR FROM FELL CONDITIONS. " PER T OF H NORMAL EARTH FOUNDATION IN. a", MAK. 24" FOUNDATION SOFT, YIELDING, OR LENGTH OF SLOT CL) WILL. IN EVERY CASE, BE SHOWN ON PLANS. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D WIN. 1.5 x. D s MEN, 1.5 x U MIN L5 x D MW. 1.5 x D 13. TOP OF FILL INCLUOEO I THE BID PF= FOR THE STRUCTIURE. TOP OF FILL TOP OF FILL 4. M THE EVENT THE INVERT OF THE OUTFALL 14' OPTIONAL CONSTRUCTION JOINT N USW IT 16 O BE KEYED, ALL SPLICES IN BARS V TO BE -_ rrrrr .rrrrrr rrrrrr = - ���,� rrrrr rrrr rrrrrr - rrr rrrrrr. rrrrrrr7 -rrrrrr rrrrrr i .+rrr rrrr rrrrrrrrrrrrr rrrrrrrrrrrrrr -- rrrrrrrrrrrr rrrrrrrrrrrrr r. a r r rrr �r�rr� rr rr rrrrrr N - a��� rrr rrr � rrrrrrrrrr rrrrrrrrri - � GROUP -r rrrrrr LINE rrrr r -� rrr r rr ,rrrrr GROilNo ❑ - rrrrrr .� rrrrrrrrr rrrrrrrrr - rrrrrrrr b. rrrrrrrrr-GROUNIi rrr r rr rrrrr = LINE ,, rrrrr � r, _ -LINE IN THE STRUCTURE. THE COST OF FURNISHING -EARTH I ROCK QR ' , 1& MIN. 1/10 D UNYIELDING MIN. 1/10 ❑ % ❑ X BEDDING MATERIAL PFR - SOIL 0 OF H X D X. [ %* MIN. 1/1Q D - 5. MN. 8", BEDDING BE00ING EARTH MATERIAL FOR DESCITPRION AND LOCATION OF DNAENSFOM L SEE SHEET iD4.0B. MAK. 24" MATERIAL FOUNDATION SOFT., YIELDING, OR NORMAL EARTH FOUNDATION RUCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND -MIDGE NOTES, SPECIFICATIONS. FAR GENERAL NOTES ON PIPE BEDDING, CLASS ' BACKFILL. WATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. rrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIA. CRUSHED CLASS CONFORMING TO THE Em IN ACCORDANCE W17H SECTION 302 OF THE ROADSIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATICNS. AGGREGATE SIZE 25 ANO 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL NATERiAl USED IN PLACE OF CLASS T BACKFILL. rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, Z"R" INSTALL. OF PIPE CULVERTS AND STORM SEWERS �REFER OCE ROAD AND BRiOOF STANDARDS CIRC. PIPE. BEDDING AND BACKFILL. - METHOD "A11 NOTCH) MAY BE PROVIDED. SEE STANDARD T-01-3.4 FOR ALTERNATE DESIGN.DEDUCTED CONCRETE AND STEEL DISPLACED MUST BE TO OBTAIN TRUE QUANTITIES. SHEET 1 OF 4 f REVISION DArE 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 107.01 N MJ CD T- E C N CO U N mp N A c+> - _ 0 Lo LIDCL 1 r CD U- P_ LL END -SECTION 12" 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es -1 CC -12 B END ON OUTLET ERID-W-cm 15 5 SPIGOT END ON INLET END -SECTION HUB ENO ON OULET TEND-SECTIONS A SPIGOT END ON INLET END -ACTION 05 DOWELS. 8" LONG -'ICONPERMISSIBLE est ►UY r AT 12" C -C 5,101" SitNUCTI(IN CONCRETE TO BE r r j1 CONCRETE TO BE 1231 MAN 4000 PSI MIIIlMUM _ J 4000 P'SI Mk i ��-,.-..--'-- ---- r L rt WITH BUFFER STRIP PLAN PLAN LRAWR wl' w LIN fSEE TA$LEF CSEE TABLED TRUNCATED DOVES'1 4,1NI C B SEE SLEET i OF 5 FOR CLTAS.S uY. ?Fila SHAPE FABRIC TEEL FABRIG l�I�O�NLEMENT OF ROADWAYCURB ACI: - - _ J _ - -� _ T _ }. BACK OF CURB �B :, / I 2D•t 11YlTH SIFTER STRIP �.-• d ' ! ` - d8 ' 1 S' IAN LIbL E PAY Lm 12.1 ieut""F- END VIEW z'>rarl' SECTION A -A E-4 SECTION X END VIEW SECTION X -X x i WITHOUT BUFFER. STRIP co END SECTION DIMENSIONS END SECTION DIMENSIONS r PERMISSIBLE i CROSSWALK / µH PPE IXAMETEIt A B C D E PPE DI A B C D -I / rn " 4« 2. W' 210" 4.-O" 2'^0" 12" 4" 2'-D" 4'-V' '-1" Z' -D" B�I11iJ V 1 16" 1i Y'-3'" T-9" 4'-O 2-8" 15' d" 2' 3" 3`-1D" 8"-1" 2'-d Ia.. 91 2"-3°' T-9" 4-0" 31-0" B" im 2'-3" 3-10" d'-1" N-0.SECTION B -B w �- 2Tr' r-11" 2'-4" 5 -0" 3'-d" 21" 9' 2 -11" 3'-2" d' -r' 3 -d" CROSSWALK 24" B " Y-7" r -e'' B-1" 4'-0" 24" 10" 3`-7" 2'-8" d-3" 410" A I•SMLMIW tAX4 AIWA Z7" " 4--0` 2'-1" W-1" 4'�" 27" p1 30" 1' O' 4'-6 1'-7 " B'- 8`-0" 30" T 0' #' d" 1'-7 '" CIF TRN6u*#,v d'- 5'-0" ! I CROSSWALK 1'ILY,I r-1 33" 1- 4 2'- 7'- " 5'-8" 33" Y 4`-1D " S " B'-1 " -!M" NOTES FDR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. CAiX AREA 4r'36" V-91 5-3" 2'-10 B- „ d'-0 3d" 1'-3" S'-3° 2' e'-1 8'-G" SEE SHEET ,C>f 5. TYPICAL PLACEMENT 42" I`9 5`-3" 2'-U" 8'-2" 8'-8P' 42" 1'-9" 9'-3" r -m -2" 0`-d" THE REWREO LENGTH OF A PARALLEL AMP r-2" 9'-2" r-0" 48" 21-0" d'-&, 2'-r IS LIMITED TO 15 FFET. REGARDLESS OF T?HE AT INTERSECTION 54" 2'-3" 5'-5" 2'- •' B'- " 7'-d" 54" 2'-3" 5'-5" 2•-11" WITHIN CROSSWALK C.'iJR9 Q � ELI ti.J I)O" r-11" s' -o" 3•-s" B'-3 d' G" 60 2'-a" 5'-0" r-3 e'-3" 9'-0" TYPE 8 PARALLEL T OF PIPE PAY LINE APPLICATION C B NOTES WINkW RAIMP LENGTH E--•{ cn AMWAY a- CURB FEB CJJ>Z0 �'PP" DIAGONAL. PLACEMENT O PIPE LENGTHS SHOWN ON PLAID ARE BASED ON END -SECTION DESIGN SHOWN O 4 5 ON THE LEFT. IF THE CONTRACTOR ELECTS 1 S 7U0. SWIM N TO USE THE ALTERNATE DESIGN SHOWN ON VERT THE DNCXiT LENIN IN WLLBE RE -41I D BY r , m _ THE DIFFEiIENCE N DIIEMI =U' • - S 6 9 'x Aa4ir CF To wAr' "A '� A 4' SC47ARE LANDING AREA 3 10 X 111 WITH HIi PNpMT7Wp Frit . 5:,M.L 9E P V m FOR WFE1 CIGI.AN.giirJLlt Ni t4 I5 WITH BUFFER STRIP awwwxx AIC7 SWALKRIEFERENCE [� SLOPE DETAIL STA FLARED END SECTION ROAD Atvoor °O�T CG -12 DETECTABLE WARNING SURFACE SPECSPECIFICATIONICEN MD BRIDGE NOAR05 ROAD AND BRIDGE STANDARDS NiEFE9EF3CE I ,302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE 1 ;M 1 OF SHEET .3 OF 5 IEVISSIWN DATE TYPE B (PARALLEL) APPLICATION 105 <f VIRGINIA DEPARTiiNR OF TRANSPORTATION 102.01 203.07 1(d/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS HARDWARE WEEP HOLEp ` 1 SEE NO'T'E 8-/ BARS VR 4 a 8" C.C. " .. _ . STEPS SHAD. FOR XTALS 5. I I w STANDARD ST -1 u IIA 11Z" C.C.d t%IaTRLICTIC SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS MARK NO. REQUIRED LEWYH H 4(1.5H+D+18 9'-9" HI 4CL514+1)+12 7'4" V 76 H-1'-2,. APPROXIMATE QUANTITIES FOR MINIMUM W DEPTH INLET NOTES ONDSON L SEE NOTE 17 01-201.2EE. 2FF 1 DEPTH OF"N.ET H TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MFR. 2. TIE 'Ti" DIMENSION SHOWN ON THE STANDARDS ZEE COVER OF 2". 1.714 7.20 AIEDA SPECIFIED .ON THE PLANS WILL BE 10. ALL REFFORCNIG STEEL TO BE CUT CLEAR OF SPE TO THE T{P ~£ TTR0WF;� ?IJTFALL ALL OPENINGSBY Z"° PLAN '9f' DIMENSIONS ARE APPR OWMATE ONLY III. CAST FOR ESTIMATING PURPOSES AND THE ACTUAL -N PLACE CONItSETE" IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE NIMENLSIONN SHALL BE BY THE #000 PSI OQNRRRAGTOR FROM FELL CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT CL) WILL. IN EVERY CASE, BE SHOWN ON PLANS. TO SE SHAPED N ACCORWINiDE WITH STA�p�gp IS -1. THE COST OF FlI�iSNINO AND PLAdNO ALL MATERIALS (NGIDENTAL TO THE SHAPM 9 TO BE 13. THS STANDARD LR INTEND FOR USE F! CRIB AND GUTTER SITIUSA NS OILY. INCLUOEO I THE BID PF= FOR THE STRUCTIURE. 4. M THE EVENT THE INVERT OF THE OUTFALL 14' OPTIONAL CONSTRUCTION JOINT N USW IT 16 O BE KEYED, ALL SPLICES IN BARS V TO BE PPE 15 HIGHER THAN THE 130TTOM OF THE A MINIMUM OF 40D (2D"). STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE §HAPED Wil CEMENT MORTAR TO 15. FOR PLAN VIEW OF INLET' SEE STANDARD 01.20, PFEVENT STANDING OR PONDING OF WATER2E 2F. IN THE STRUCTURE. THE COST OF FURNISHING AND PLAOFIG ALL MATERIALS INCIDENTAL TO THE SHAPNG IS TO LE INCLUDED N THE W 1& PROVIDE SAFETY SL4115 WHEN SPECFED ON THE PLANTS, PRICE FOR THE STRUCTIM. 5. STEPS ARE TD BE PROVIDED WHEN H IS W -(N' 17. FOR DESCITPRION AND LOCATION OF DNAENSFOM L SEE SHEET iD4.0B. OR GREATER. FOR DETAILS SEE STANDARD ST -t L THIS ITEM MAY BE PRECAST OR CAST -H -PLACE. IS. FOR NUMEER OF BAILS A -M HEMMED AND LENGTHS SEE SHEET 104". 4) 4 X 9" SMOOTH DOWELS AT APPROXIMATELY 19, GUAM71m SHOWN ARE FOR MT0. Km OF 7: 12" C -C TO BE PLACED N ALL AiEAS ADJACENT TO ABUTTING CONCRETE TO PREVENT EACH TYPE. FOR INLETS OF GREATER DEPTH SETTLEMENT, Ii LIEU OF DOWELS A 2' X 4" (H)OR LARGER SLOTS (U IICREYENTS SHOWN PER MY MUST BE ADDFI1. X1T THE AJ(NOF NOTCH) MAY BE PROVIDED. SEE STANDARD T-01-3.4 FOR ALTERNATE DESIGN.DEDUCTED CONCRETE AND STEEL DISPLACED MUST BE TO OBTAIN TRUE QUANTITIES. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP WITH 12"XTd" PLASTIC HARDWARE CLOTH 4' MESH 20. FOR DETAILS AND ONDSONS OF URB, SLOT. RENNIN. COLLAR AND DRAT .0 GUTTER LIE AND � OR GALVANF7JrD STEEL WIRE M NINU WIRE RENFORCING STRUCTURAL STEIJ NOT METALED SEE STANDARD DI -21L A ORE'DNFIRY OSTHHARDWARE CLOTH 4 OUT'S OF THE STRUCTURE. 2L PUT MAY IE USED WITH LARGM LONGITUDINAL. PPE (72" MAXIMUM) PROWED HORMONTAL CLEARANCE BETWEEN "ADJACENT PIPES LS ADEQUATE. APPROXIMATE QUANTITIES FOR MINIMUM W DEPTH INLET 0M ONDSON L SEE NOTE 17 REINFORCING G CaIGIiFTE TYPE Lh F1; Lbs. CU. Yds. 200 4'-!Sn 1,193 5.93 ZEE 810" 1.714 7.20 2FF I W -D" 1,733 7.213 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH (H) AND OR SLOT LENGTH (L) H L dM- T1"PE CONCRRETE STEEL ==M sT'EEI. Cu Yda. Lbs, Cu. Yds. Lb& 2DO 0.113 191 ^-- ZNEE 0.83 191 0.16 17 2FF D d3 191 Ills 17 SRR�� STANDARD CURB DROP INLET XVDOI- ROADAAD BRIDGE STANDARDS 233 30" - 481" PIPE DEPTH (H) - 9' TO 20' REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT Of "TRANSPORTATION iG4m DI -2& M 2C EX1S'[ING DR PROPOSED $0 ALK_ SEE NOTE 16 BN:AL-8V. L2 "%2�/a"XII" E DIPANSION J(FiT BACK OF SIDEWALK EXPANSION JOINT ' LONR CAV. NIIL:8X12 rsA C -c -1 a Fm_C = a' C -c D D Y7 BARS D" C..S,. "[�InQEIhY.rS".SI TYPICAL sv FACE OF CURS a 8 CCG 12"I Jay," F OW ' CONTROL m.C-C '-E x' D" 2'-2- 1911 I.- 0 SECTION a -g COLLAR 9' )AFL 3'-8"a, MIN.x q - •+ i0"MAI. PLAN VIEW tD' MAX. r-4" " T-0" LM -A BARS Art L 204 X2/!"Xlle L-VAIiMBI E-MAX.20' I QALVY. OPEp OF SIA'tFA Ni,ACV. DBXi2 N s ffi GALVAN® MG d X12 � 4 .6 P WARPED SECTION D -D -- - > e/�5 E SURFACEB�EFLD I. -W, B B ETER 2" CALVO WEAOLE E " OALV. WELD ALL SEE" NOTE a 1=12 j�q1h X S" SECTION C -C CONNECTOR FRONT ELEVATION ADECREASE TD I" TO COLLAR. WHEN FNLN_'T IS USED SECTION E -E 01-2A DI -22 WITH MED". L WARPED GurtER F' -----•I BURS AL1. APPROACH MUTTER 7" I/ A-1 r NOTE B BUE 3 TES XI/4" OF BARS a CLC SURFACE ACH FOR USE ON GRADES BARS B a g11Np 1 L" 1D" CLC I %"" " t`oMV L EARS F I' g c Kidd'_ D11.2C I I 2,C_AIIG L _ 1 _ = TYPE A SURFACE TYPE 8 I 57EPS NOSE DETAILS N' I FLdw "SEE NOTE S" TYPE A NOSE DETAIL SHAT BE USED WITH CO -7 STANDARD. - - I TYPE B HOSE DETAIL SHALL BE USED WITH CGS STANDARD. GALVANIZED PLATE FOR TYPE A TO BE B ON AN ANGLE FOR USE 1N SAGS SECTION A -A° Is TD BE ANCFDIED I11RTHi�}y X4' STUD BOTH SIDES TO BE SYMMETMCAL FOR STEP DETAILS SHS BTO. ST -1. SHEAR COlIECTORS WELDED TCD FEAT PERS AT VC -C. �F�NIIII ( TlON ROAD AND PROM STANDARDS STANDARD CURB DROP INLET SHEET 1 IV 2 1 REVISIOIN DATE 1211 - 24" PIPE. MAXIMUM DEPTH (H) ■ 9' 233 104.03 V'IZOINA DEPARTMENT OF TRANSPORTATION 302 Rev. No. I Date I O { RA Y L. KEPLER LTC. Na. 32879 DATE: 05/26/2017 1 SCALE: • N/A DESIGNED BY RLK FILE NO. 3015L SHEET 07.02 17-14 3" MULCH NO MOR THAN V ON ROO BALL & 6' BACK FROI TREE TRUNI 4' HIGH X B' WIDE SO BERM BEGINNINGA PERIPHERY C ROOT BAL REMOVE TWINE, ROPI WIRE, & BURLAP FROI TOP;, OF ROOT BAL BOTTOM OF ROOT SAL RESTS ON EXISTING 01 RECOMPACTED SOII •X Txj-_` - __ _ �� GENERAL CONDITIONS -COUNTY CODE COMPLIANT LANDSCAPE PLAN "~- SCONE OF WORK � ` ~� -`~' -Y--. _�. � � � � � THE LANDSCAPE CONTRACTOR 3 CC RELOCATE ---- • j . TOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS jf{ _ '� SHOWN ON THE PLANS AND SPECIFICATIONS. 3 QS G°°� •, ``-- 1 ,� NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HEISHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH C ""� „ 0V THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. VV STANDARDS ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE --� � '� 1 AMERICAN NURSERY $� LANDSCAPE ASSOCIATION (ANCA}.PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S ! - REPRESENTATIVE NOMENCLATURE WILL BE IN ACCORDANCE WITH WORTUS III BY L H BAILEY _ 0 3 SUBSTITUTIONS: PRE-BID _t_ _J IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE DN u_P LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HISIHER ilp r CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN " y'a�. w oDISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL f <' SUBMIT A BASE BID AS PER ".. � "..- : • ..: , '�, :,' .'.:,:.<'- . a � � E� R PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST -BIL) T < w IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME } I'; UNAVAILABLE, AN APPROORIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES MAIN ELECTRICAL '•' ROOM • y.d ... ; �.: f THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND1OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION LJ I a. �i �� � TO LOCATE UTILITIES, a - I TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FCSA EASEMENTS CLOSET f SPRINKLER IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT I DESIGNER SHALL BE RESPONSIBLE FOR ROOM i tl ra_ •�, 'Y• I _ ' RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER.. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED - COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT I DESIGNER TO ACCOMMODATE THE POOR DRAINAGE. 'A WARRANTY THE STANDARD WARRANTY IS FOR ONE 1 YEAR PERIOD EXCLUDING BULBS, ULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE, A TREE SHALL BE CONSIDERED DEAD DN `"P WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING r • y. 3 PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. f -j 'd ,• '° °•" ' •':a. 'r-. I C _! l 1 f 3 i I_ 9 1 I L C I ! I 1 1 I I I L I_ I ! I __ I ! 1 INSPECTION i — e — A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER`S REPRESENTATIVE AT THE PLACE OF ."JOA J1 GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, ALI , s IZE AND VARIETY. �< • UGE LIGE •v''` ;' B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C> — C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. a' STANDARDS .q a' y- G • • '� :. d. �..:*. •+' a. fir► A.. sn ''Ins '' n� n�„ � G` _ � :'::�.��:• �".��''.-•_•�.'.''.".'�.�.:•.:':-=:� • •�:•�.�•.••,'.�.A. PLANTS WILL B E IN ACCORDANCE RDANGE WITH THE CURRENTANLA S STANDARDS AND CONFORM RM IN GENERAL TO • y. REPRESENTATIVE SPECIES. . '. B. BALLED AND BURLAPPED (BSB) ' P -.' - ' ' ... ' ' •:' • • . ' - - 1. BALLED AND BURL,APPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK 2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HE ,. HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6 ABOVE GROUND LEVEL (UP TO AND `e: '• . ,':',;: 't::";::' :' :' INCLUDING 4" CALIPER SIZE AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREEL L ftft-ft S. FOR MULTIPLE -TRUNK TREES HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. ' :;' :..; • C. CONTAINER - GROWN STOCK 1. THE SIZE OF CONTAINER -GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER -GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER -GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER. 2. ALL CONTAINER -GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO ,.''a CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS IN THIS SECTION. Cf 3. ALL CONTAINER -GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE ..tri R °"t. .....�.r , • { . . e _ LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE -INCH OF RAINFALL PER WEEK. ° f i D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. :btu- a. c y ,, f'riL E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL • \ COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.. • %:` ., \ F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT BALL COVERED BY MULCH AND KEPT MOIST. TREES \ AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 244 -TOURS WITHOUT ADEQUATE WATER TO 000 ` a,, INSURE ROOT SURVIVAL. 4 PRUNE DOMINANT LEADERS NOTES: 30 15 0 30 60 NOTES: 1. AT PLANTING PRUNE ONLY CROSSING LIMBS, NON-ABRASIVE BROKEN OR DEAD BRANCHES THAT POSE AHAZARD TREE TiES i) ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT TO SITE USERS PER ANSI STANDARD 300. DO NOT LODGE POLE PINE OR SCALE: 1 " = 30' SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). CENTER TREE IN PIT & SET PRUNE INTO OLD WOOD ON EVERGREENS. HARDWOOD STAKES TDP OF ROOT BALL 2" 2. CONTRACTOR SHALLMAkWZE EXCAVATED AREA 2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. ABOVE ADJACENT GRADE, FOR TREE PIT WITHOUT ADVERSELY IMPACTING PREVAILING WIND TRUNK FLARE SHALL BE ADJACENT SITE FEATURES. DIRECTION VISIBLE ATTHETOP OF 3) ANY REMOVAL OF TREES WITHIN OR CHANGES TO THE PHYSICAL MAKEUP OF THE PROPOSED MATURE WOODLAND THE ROOT BALL. DO NOT 3. BACKFILL SOIL MIXTURE: j EXISTING SOIL SCREEN/BUFFER AREAS AS PART OF NORMAL CONSTRUCTION OPERATIONS MAY NECESSITATE THE INSTALLATION OF COVER TOP OF ROOT BALL CLEANEDED WITH ORGANICMATERIIS (GRAVEL, L ROCKS, A T TALL EVERGREEN HEDGE FENCE OR BERM TO PREVENT THE VISUAL IMPACT OF GLARE AND HEADLIGHTS ON WITH sDIL. AND MIXED WITH} ORGANIC MATERIAL (COMPOSTED BARK, LEAF MOLD DR OTHER ADJOINING PROPERTIES AND RIGHTS OF WAY AS REQUIRED IN FREDERICK COUNTY Z.O. Section 165-201.01 (13)(a) PRIOR TO MULCHING TAMP PLANT DEBRIS PROCESSED TO A POINT OF PLAN VIEW SOIL FIRMLY AROUND PEAT MOSS MAY NOT BE USED.) *� ROOT BALL WITH FOOT 32" LONG NON-ABRASIVE RUBBER TIES, PRESSURE IN 6" LIFTS SO 4. CONTRACTOR SHALL LEGALLY REMOVE LOOPED AROUND THE TREE, THROUGH EACH THAT ROOT BALL DOES EXCESS S&L & DEBRIS FROM SITE OTHER, TWISTED AND SECURED TO THE NOT SHIFT. LANDSCAPE CALCULATIONS STAKES IN A MANNER WHICH PERMITS TREE 5. DO NOT PLACE MULCH IN CONTACT WITH MOVEMENT AND SUPPORTS THE TREE IN ADVERSE CONDITIONS STEM OF TREE. MULCH MUST BE 6" AWAY FROM TREE TRUNK 1. INTERIOR LANDSCAPING: (2) 2" X 2' X B' LODGE POLE PINE OR 6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED HARDWOOD STAKES SET OUTSIDE ROOT BALL, 1 TREE PER 10 SPACES, 11 SPACES / 10 =1 TREES REQUIRED STAKE LOCATRON SHALL NOT INTERFERE WITH 1 TREES PROVIDED PLANT S C H E D U LE 7. IF TREE STAKING REQUIRED REFER TO TREE PERMANENT BRANCHES, STAKING DETAILS, NOTES: 2. PERIMETER LANDSCAPING: ABB BOTANIC NAME COMMON NAME QUANTITY SIZE "ALL PLANTS MUST BE WATERED TWICE: ONCE 1. STAKING AND GUYING MAYBE ONLY 355,607 SF OF ADDITIONAL IMPERVIOUS AREA ORIGINAL GRADE AT INSTALLATION & AGAIN WITHIN 48HOURS IMPLEMENTED WHEREUSE. CONDITIONS 1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF = 21 REQUIRED TREES PROPOSED TREE PLANTINGS OF INSTALLATION. REQUIRE THEIR USE. CONDITIONS WHERE FINISHED GRADE STAKING AND GUYING MAY BE NECESSARY TO 42,951 SF x (1 TREE 12,000 SF) = 22 TREES PROVIDED , ENSURE STABILITY INCLUDE WINDY Ar Acer rubrum October Glory October Glory Maple 4 2" cal, B&B LOCATIONS, STEEP SLOPES, OR WHERE VANDALISM MAY BE OF CONCERN, TOTAL PARKING LOT LANDSCAPE TREES REQUIRED = 22, TOTAL TREES PROVIDED = 23 Cc i Cercis canadensis Eastern Redbud 4 2" cal, B&B 2 STAKES OR GUYS WILL BE INSTALLED USING I I _ 9 II --II CURRENTLY ACCEPTED ARBORICULTURE Gb Ginkgo biloba (male) Ginkgo Tree 5 2" cal, B&B ROUGHEN I LOOSEN SOIL ILII—I I I— I II— II— PRACTICES. TREES SHALL STAND LEVEL! IMPERVIOUS AREA TOTALS BASED UPON THE DIFFERENCE BETWEEN EXISTING AREA OF ONSIDES OFPLANTING II=1I _ UPRIGHT AFTER STAKING. IMPERVIOUSNESS FOR LOTS 11 12 & 159S PROJECT COMPONENTS ON ALL 3 LOTS AND g Star Magnolia 3 2'" cal, B&13 HOLE. BACKFILL SOL I— — I �I f I" I f ( } Ms Magnolia stellata MIXTURE FOR ENTIRE I I I� 1—I I f I I I I f� I I 1I 3. INSTALLATION WILL INCLUDE THE REMCVAL THE PROPOSED AREA OF IMPERVIOUSNESS ASSOCIATED WITH THIS PROJECT. TREE PIT AREA & ROOT I f—III—III — -1 11=I I I j I OF ALL STAKING AND GUYING MATERIAL ONE a Quercus alba " BALL DEPTH FIRM SOIL IN — I I I I I—III— I I— YEAR AFTER INSTALLATION, ANY HOLES Q White Oak 2 Cal, BSc6 B"LIFTS REMAINING AFTER REMOVAL OF STAKES OPEN SPACE CALCULATIONS Or Quercus rubra Red Oak �wr�v, rri� n yr i n�� ri i UNDISTURBED SUBGRADE SHALL BE FILLED WITH TOPSOIL. 4 2" Cal, B&B — UNDISTURBED XS ROOT BALL DIAMETER 4. REFER TO DETAILS FOR TREE PLANTING 23 Tree Plantings TREE PLANTING DETAIL DECIDUOUS TREE STAKING INFORMATION 15% MINIMUM OPEN SPACE REQUIRED , NOT TO SCALE — NOT TO SCALE 36,5259 ACRES* (SITE AREA x 15% = 5.48 ACRES REQUIRED) 18.92 ACRES PROVIDED / 36.5259 ACRES (SITE AREA) = 51.8% OPEN SPACE PROVIDED c E eo = N 4 _ 1 04 .10 Q CV W L0 lip CL 10U. �H n z 1AId w Lu Z 7: P4 LIJ o z FC SP# 27-17 w z 46 0 Z I4 E--- z w �D 0., m Qi Z LL I� z Z x Rev. No. Date 1 08/33/2017 TH p4, I RANDY L. EPLER Lic. NO. 32809 0, 23 -AU4 2br7_ 4 `I©NAL Cs DATE: 05/26,/201.7 SCALE: 1" = 50' DESIGNED BY: RLK FILE NO. 3015L SHEET 08.01 17-14 DESCRIPTION The Galleon" wall LED luminaire's appearance is complementary with the Galleon area and site luminaire bringing a modern architectural style to lighting applications. Flexible mounting options accommodate wall surfaces in both an upward and downward configuration. The Galleon family of LED products deliver exceptional performance with patented, high -efficiency AecuLED Optics`I, providing uniform and energy conscious lighting for parking lots, building and security lighting applications. SPECIFICATION FEATURES McGraw -Edison Construction lumen maintenance expected at Mounting Driver enclosure thermally 60.000 hours. Available in standard Gasketed and zinc plated rigid steel isolated from optics for optimal lA drive current and optional mounting attachment fits directly thermal performance. Heavy 1200mA, 800mA, and 600mA drive to 4" j -box or wall with the Galleon wall aluminum housing tile -cast currents. Wall "Hook -N -Lock" mechanism with integral external heat sinks 480V is compatible for use with for quick installation. Secured with to provide superior structural Electrical two captive corrosion resistant rigidity and an IP66 rated housing. LED drivers are mounted for ease black oxide coated allen head set Overall construction passes a 1.SG of maintenance. 120-277V 5016OHz, screws which are concealed but vibration test to erasure mechanical 347V or 480V 6OHz operation. accessible from bottom of fixture. integrity. UPLIGHTING: Specify 480V is compatible for use with mount arm accommodates with the UPL option for inverted 480V Wye systems only. Drivers Finish mount uplight housing with are provided standard with 0-10V Housing finished in super durable additional protections to maintain dimming. An optional Eaton TGIC polyester powder coat IP rating, proprietary surge protection paint, 2.5 mil nominal thickness 13" module is available and designed for superior protection against Optics to withstand 1OkV of transient fade.and wear. Standard colors Choice of thirteen patented, high- line surge. The Galleon Wall include black, bronze, grey, efficiency Accu LED Optics. The LED luminaire is suitable for white, dark platinum and graphite optics are precisely designed to operation in -30°C to 40°C ambient metallic. RAL and custom color shape.the distribution maximizing environments. For applications matches available. Consult the efficiency and application spacing. with ambient temperatures McGraw -Edison Architectural Accu LED Optics create consistent exceeding 40°C, specify the HA Colors brochure forthe complete distributions with the scalability (High Ambient) option, Emergency selection. to meet customized application ogress options for -20°C ambient and wear. Heat sink is powder requirements, Offered standard in environments and occupancy Warranty 4000K (+1- 275K) CCT and minimum sensor available. Five-year warranty. 70 CRI. Optional 3000K, 5000K Extruded aluminum arm includes white, dark platinum and graphite and 6000K CCT, C reater t h a n 90%e internal bolt guides allowing for metallic. RAL and custom color DIMENSIONS 6.112" 1164rn m l �__" I15-11/16" [400mm1____J L-12-118" 1308mm]__j HOOK -N -LOCK MOUNTING 0 BATTERY BACKUP AND THRU-BRANCH BACK BOX 1 liowedeg 8trsn°ress wwkww *www.desig nl ights.o rg DESCRIPTION The Galleon-' LED luminaire delivers exceptional performance in a highly scalable,, low -profile design. Patented, high -efficiency Accu LED Optics" system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UL/cUL Listed for wet locations. SPECIFICATION FEATURES GWC GALLEON WALL LUMINAIRE 1-2 Light Squares Solid State LED WALL MOUNT LUMINAIRE a CERTIFICATION DATA J1_7cUL Listed LM79 i LM80 Compliant IP66 Housing ISO 90,11 Design Lights ConsortiumoQualifed* ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V150 & 601-1z, 347V160Hz, 480V/60Hz -sD'C Minimum Temperature 40'CAmbientTemperature Rating SHIPPING DATA Approximate Net weight 27 lbs. 112.2 kgs.) grr y dr (( TD514017EN °^9>i� August 15, 2017 10:00 AM McGraw -Edison Constrlction -,..��— 62-112" 6 13164" [159 MI 6 3mm [ i 5-15116" L36Smml - -11;16" [43mm] 1 liowedeg 8trsn°ress wwkww *www.desig nl ights.o rg DESCRIPTION The Galleon-' LED luminaire delivers exceptional performance in a highly scalable,, low -profile design. Patented, high -efficiency Accu LED Optics" system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UL/cUL Listed for wet locations. SPECIFICATION FEATURES GWC GALLEON WALL LUMINAIRE 1-2 Light Squares Solid State LED WALL MOUNT LUMINAIRE a CERTIFICATION DATA J1_7cUL Listed LM79 i LM80 Compliant IP66 Housing ISO 90,11 Design Lights ConsortiumoQualifed* ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V150 & 601-1z, 347V160Hz, 480V/60Hz -sD'C Minimum Temperature 40'CAmbientTemperature Rating SHIPPING DATA Approximate Net weight 27 lbs. 112.2 kgs.) grr y dr (( TD514017EN °^9>i� August 15, 2017 10:00 AM McGraw -Edison Constrlction Electrical arm mounting requirement table. Extruded aluminum driver LED drivers are mounted to Round pole adapter included. For enclosure thermal isolated thermally so ated Pram removable tray assembly for ease wall mounting, specify wall mount Light Squares for optimal thermal of meintenance. 120-277V 50160Hz, bracket option. QUICK M0UNT performance. Heavy -wall, die- 347V 60Hz or 480V 50Hz operation. ARM: Adapter is bolted directly to cast aluminum end caps enclose 480V is compatible for use with the pole. Quick mount arm slide housing and die-cast aluminum 480V Wye systems only. Standard into place on the adapter and is heat sinks. A unique, patent with 0-1 OV dimming, Shipped secured via two screws, facilitating pending interlocking housing and standard with Eaton proprietary quick and easy installation. The heat sink provides soalabilitywith circuit module designed to versatile, patent pending, quick superior structural rigidity. 3G withstand 10kV of transient line mount arm accommodates vibration tested and rated. Optional surge. The Galleon LED luminaire multiple drill patterns ranging too] -less hardware available is suitable for operation in -40°C from 1-1/2" to 4-7/8". Removal for ease of entry into electrical to 40°C ambient environments. of the door on the quick mount chamber. Housing is IP66 rated, For applications with ambient arm enables wiring of the fixture 13" temperatures exceeding 40°C, without having to access the driver Optics specify the HA (High Ambient) compartment, A knack -out enables Patented, high -efficiency option, Light Squares are IP66 round pole mounting. injection -molded Accu LED rated, Greater than 90% lumen 7"16' Optics technology. Optics are ma#ntenance expected at 60,000 Finish precisely designed to shape hours. Available in standard 1A Housing finished in super durable the distributionaximizin m g drive current and optional 600mA, TG IC polyester powder coat paint, efficiency and application spacing. 800mA and 120omA drive currents 2.5 mi] nominal thickness for Accu LED Optics create consistent (nominal). superior protection against fade distributions with the scalability and wear. Heat sink is powder to meet customized application Mounting coated black. Standard housing requirements. Offered standard STANDARD ARM MOUNT: colors include black, bronze, grey, in 4000K (+/- 275K) CCT 70 CRI. Extruded aluminum arm includes white, dark platinum and graphite Optional 3000K, 5000K and 6000K internal bolt guides allowing for metallic. RAL and custom color CCT, easy positioning of fixture during matches available. mounting. When mounting two or more luminaires at 901 and Warranty 1201 apart, the EA extended arm Five-year warranty. may be required. Refer to the DIMENSIONS DIMENSION DATA Number. "A" "B" "8" 'Weight EPA Light Squares Width andard Optional Arm with Arm with Arm' a I Arm Length Length' ilbs.l ;Sq. Ft.) 1-4 15-112" 7" 10" 33 0.96 2 (394mm} (178mm) {254mm1 (15.0 kgs.} wrw- Z 5-6 21-578" T 10" 44 100 (64) (5e9mm1 1:118mm (254mm; (20.0 kgs.) 7-8 27-5/S" 1 7" I 13" 54 1.07 1702mm) I17ammi (330mmi (24,5 kgs.) -1 9-10 33-314° 7"16' 63 1.12 057mm) 117" 1 14o6Tim) (28,6 kgs.) NOTES; 1. Dptional arm length to bo used when mounting two tixturos x 90` on s single pole.; EPA ulcuratod wish optional arm langtir- F,l• N ftvamtg 8risrness ft&%wda DRILLING PATTERN TYPE "N" 314'° [19'Ti m1 Diameter 2" Hole I [5lmrnl 778" 122mm] ( I 1-314" 144r; m '--'—l2) 9116" [14mm] Diameter i''C/-!/ Holes `vAvw.design] ights,arg GLEON GALLEON LED 1-10 Light Squares Solid State LED AREAOSffE LU�AIRE CERTIFICATION DATA ULicUL wet Location Listed ISO 9001 LM791 LM80 Compliant 3G Vibration listed IP66 Rated DesignLights ConsnrtiumTM' Doaiified* ENERGY DATA Electronic LED Driver }0.9 rower Factor <20w Total Harmonic Distortion 120,1 277V 50160Hz 347V & 480V 60Hz -40'C Min. Temperature 40°(Max. 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DA ; a0 : DA a0 .. 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No. 32809 P, I DATE: 05/26'2017 SCALE: 1" = 50' DESIGNED BY: RLK FILE NO. 3015L SHEET 08.02 1'7-14 � / U 0 I�-4 U) > C:4 �, I C) > i,-4 E -1Z a I Za E-4 U �' I -1w tU I --q W i J U. wrw- Z Z % ::4 U) Rev. No. I Date I 1 1 0i3/23/2017 �H Q_A f 6o- "-: '�) RANDY Lt EPLER �_` LiC. No. 32809 P, I DATE: 05/26'2017 SCALE: 1" = 50' DESIGNED BY: RLK FILE NO. 3015L SHEET 08.02 1'7-14