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HomeMy WebLinkAbout14-19 Site PlanRev. Rev. Date V� Plan Revisions Comment 1 08/23/2017 FREDERICK COUNTY INSPECTIONS & PLANNING COMMENTS 2 10/27/2017 ADDENDUM "C° REVISED TO MATCH ARCHITECTURAL PLANS 3 02/02/2018 ISSUED FOR CONSTRUCTION 4 08/09/2018 REVISED DRIVE AISLE BETWEEN BUILDGINGS #2 & #3 5 09/17/2018 REVISED PER AGENCY COMMENTS 6 04/26/2019 REVISED LIGHT WELL AREA & EAST DRIVE AISLE 7 05/31/2019 REVISED PER FIRE MARSHAL & INSPECTIONS (301) 954-6282 Gas: Washington Gas Co. C2.03 P.O. Box 2400 5 Winchester, VA 22604 C4.01 (540) 869-1111 7 05/31/2019 04.02 Utility Plan 6 04/26/2019 C4.03 Grading Plan 7 05/31/2019 C4.03A Light Well - Grading Plan 6 04/26/2019 C4.03B Light Well Details & Sections 6 04/26/2019 C4.04 Pavement Plan 5 09/17/2018 C4.05 Life Safety Plan 7 05/31/2019 C5.01 Overall HMP Plan 5 09/17/2018 C5.02 Overall SWM Plan 5 09/17/2018 C5.03 HMP Bioretention A & B 5 09/17/2018 C5.04 BMP Bioretention B Details 5 09/17/2018 C6.01 Water Line Profiles & FCSA Details 5 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 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP# 14-19 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 NS nelet Sheet Title RNo ev. Rev. Date CO.01 P.O. Box 1877 7 Winchester, VA. 22604 C1.01 (540) 868-1061 Power: Rappahannock Electric Coop C1.02 137 Kelly Court 5 Front Royal, VA 22630 C1.03 1-800-552-3904 Phone: Verizon C2.01 P.O. Box 17398 6 Baltimore, MD 21297 C2.02 (301) 954-6282 Gas: Washington Gas Co. C2.03 P.O. Box 2400 5 Winchester, VA 22604 C4.01 (540) 869-1111 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA SP# 14-19 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 NS nelet Sheet Title RNo ev. Rev. Date CO.01 Cover Sheet 7 05/31/2019 C1.01 General Notes and Legend 7 05/31/2019 C1.02 Boundary and Existing Topo 5 09/17/2018 C1.03 Demolition Plan 5 09/17/2018 C2.01 E&S Phase I & II 6 04/26/2019 C2.02 E&S Narrative 5 09/17/2016 C2.03 E&S Details 5 09/17/2018 C4.01 Geometry Plan 7 05/31/2019 04.02 Utility Plan 6 04/26/2019 C4.03 Grading Plan 7 05/31/2019 C4.03A Light Well - Grading Plan 6 04/26/2019 C4.03B Light Well Details & Sections 6 04/26/2019 C4.04 Pavement Plan 5 09/17/2018 C4.05 Life Safety Plan 7 05/31/2019 C5.01 Overall HMP Plan 5 09/17/2018 C5.02 Overall SWM Plan 5 09/17/2018 C5.03 HMP Bioretention A & B 5 09/17/2018 C5.04 BMP Bioretention B Details 5 09/17/2018 C6.01 Water Line Profiles & FCSA Details 5 09/17/2018 C6.02 Storm Sewer Profiles 6 04/26/2019 C6.03 Storm Sewer Computations 5 09/17/2018 C6.04 Retaining Wall Plan & Profiles 5 09/17/2018 C7.01 SITE Details 5 09/17/2018 C7.02 VDOT Details 7 05/31/2019 C8.01 Landscape Plan, Details & Notes 5 09/17/2018 C8.02 Lighting Plan 5 09/17/2018 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. az a � N M w� zw Luz Luz �W FC SP# 27-17 CV) H U Z Q E- J �z a D Eo �W U z� x Date kOc*No. 32809 NAL 00 DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET CO.01 GENERAL NOTES VDOT GENERAL NOTES Rev. j ne Y9, zom PROJECT NOTES LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the FREDERICK COUNTY BUILDING INSPECTIONS NOTES EXISTING IRTEWDIATE CONTOUR --� -330 o m client end municipal codes. This plan set is not considered complete or appropriate for VI. All work on this project shall conform to the current editions of and latest revisions to 1. ANSI parking spaces provided as required per T1106.1. Van spaces, at minimum, the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and EXISTING INDEX CONTOUR 'T construction until ALL necessary agencies have given approval AND this plan set is signed and 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' X330 C N 9 r sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or state, federal or local regulations. In case of a discrepancy or conflict between the of parking. Accessible parking signage for van shall include X500 fine. See USBC PROPOSED COlITOUR --- 400 -- - _ m m m construction prior to approvals and licensed/professional sealing will be performed at the risk Standards or Specifications and Regulations, the most stringent shall govern. Section 1106.8 for Van accessible signage. EXISTING EDGE OF PAVEMENT of the personnel authorizing work. GE shall be held harmless from and costs, time delay 2. Accessible parking and unloading shall not exceed 2% slope (1:48). Accessible route a.'> gni 3 and/or materiel 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 shall extend from parking and unloading area to accessible route to main entrance. PROPOSED EDGE OF PAVEMENT----------- a "; m seals. Safety and Health Administration (OSHA), and Virginia Occupational Safety &Health (NOSH) u m h Z 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 parking/unloading is 6XISfWG CURB AND GUTTER " �dtxo current County Construction Standards and Specifications and/or current VDOT Standards and V3. When working within VDOT right-of-wa all traffic control, whether permanent or main entrance. Maximum slope for landings at door and top/bottom of ramps is 2%. PROPOSED CURB AND GUTTER y W All required egress/exits shall be Accessible per ANSI A117.1-09. Walking surface shall TRANSITION To REVERSE CURB c LL Specifications. temporary, shall be in accordance with the current edition of VDOT's ork Area Protection 3. The Engineer shall not have control over or charge of and shall not be responsible for Manual. A transportation management plan needs to be submitted for approval and land meet ANSI A117.1-09 for surface. ~ Building Code (WSBC) and EXISTING TELEPHONE LINE construction means, methods, techniques, sequences or procedures nor for safety precautions use permit issued prior to any execution of work within the VDOT right of way. 3. Buildings shall comply with the Virginia Uniform Statewide --T----T----T----T--- and programs in connection with work shown on these plans. The Engineer is not responsible s expense, any and all utilities, Section 304, Business Use Group, of the International Building Code/2012. Other PROPOSED TELEPHONE LINE T T 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 hicodes that apply are the Virginia Fire Code 2012, ICC ANSI A117.1-2009 Accessible for acts of omissions of the contractor, subcontractor, or their agents or employees, or any including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / pP Y g / EXISTING STORM SEWER WITH INLET other person performing portions of the work. public utility Building has full companies. It is the sole responsibility of the developer to locate and identify and Usable Buildings and Facilities and International Energy Code. PROPOSED STORM SEWER WITH INLET - -- 4. The Contractor, Owner or Developer shall be responsible for securing any third party utility facilities or items that may be in conflict with the proposed construction activity. 4. Building shall maintain height and area as required under T503. inspection/testing service to insure construction compliance with these plans and specifications. VDOT approval of these plans does not indemnify the developer from this responsibility. NFPA 13 system and Fire Department Connection located. EXISTING SANITARY SEWER WITH MANHOLE--s----s- �•�--s- It is Greenway Engineering's recommendation that a third party inspection/testing service be V5. Design features relating to field construction, regulations, and control or safety of traffic 5. Four story building shall meet Virginia Building Code, Chapter 10 for exiting PROPOSED SANrrARY SEWER WITH MANHOLE -�o/-� s H employed to ensure that project is completed and materials installed meet the details and 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 �_ specifications is these plans. as a result of any field revision shall be the responsibility of the developer. discharge. All required egress shall be accessible. Landings shall maintain a PROPOSED SAN. LAT. CLEANOUT f- s s a 9 5. The location of existing utilities shown in these plans are taken from existing records. It shall maximum 2% slope and walkways shall be a maximum 5% slope. EXISTING ELECTRIC SERVICE--E----E----`----`--- , Wi be the contractors responsibility to verify the exact horizontal and vertical location of all V8. If required by the local VDOT Land Development Office, a pre-construction on 6. Above grade walkway shall meet IBC Section 705.3 and Section 506 for wall and existing utilities as needed prior to construction. The contractor shall be responsible for the shall be arranged and held by the engineer and/or developer with the attendance of the opening protections for walkway and generators. PROPOSED ELECTRIC SERVICE e c Z (� digging of all test holes that may be required, whether recommended or not by these plana, to contractor (s), various County agencies, utility companies and VDOT prior to initiation of 7. 80% of all entrances shall be accessible. EXISTING GAS LINE W determine the exact location and elevation of existing utilities. If any conflicts arising from work. -c----c----c----c--- this existing utility verification or if during the course of construction, any object of an 8. Building overhangs roadway on first floor. The horizontal rating shall be address as PROPOSED GAS LINE c c p2UJ unusual nature is 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. EXISTING WATERLINE W/ TEE w � w z unusGreenway Engineering at 540 862actor and/or the proper authority. Greenway or cease for any undetermined length of time. VDOT requires and shall receive 46 hours 9. Retaining walls shown will require separate building permits due to height and w -w -w -w notify y g" ng ( ) / P P y' y advance notice prior to any required or requested inspection. designed by a VA Design Professional. PROPOSED WATERLINE W/ TEE Engineering or any engineer associated with these plans shall not be responsible or liable for Tr W any construction cost that may be associated with the installation or reinstallation any utility V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for an yy 10. All structural plans submitted for permit application shall be sealed by a VA Design EXISTING FIRE HYDRANT/VALVE/METER C& 0 or other improvements if not notified of any discrepancies between actual field conditions and traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to Professional. (D the approved plan. 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 PROPOSED FIRE HYDRANT/VALVE/METER _ 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of shown on plans. (soils, compaction, concrete, steel, etc.) PROPOSED REDUCER W_ 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 12. A geotechnical report is required for this project per Uniform Statewide Building PROPERTY LINE FC SP# 27-17 enacted by the County nor does it guarantee the issuance of any required permit by the construction entrances) in accordance with Section 3.02 of the Virginia Erosion and Code, Section 1803 County, VDOT or any other Agency. Sediment Control Handbook. Furthermore, access to other properties affected by this 7. An approved set of plans and all applicable permits must be available at the construction site project shall be maintained through construction. 13. Adding ANSI Accessible Ramp and Retaining Walls. Ramp and retaining walls require EXISTING EASEMENT ---- at all A representative of the developer must be available at all permits. Maximum ramp slope 1:12. Maximum length of ramp run 30' (30" rise) PROPOSED EASEMENT times during construction. - at all VSO. Contractor shall ensure adequate drainage is achieved and maintained on the site during before landing is required. Handrails are required on both sides of ramp. Plans for 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the and at the end of construction. retaining walls shall be sealed by a Virginia Registered Design Professional. PROPOSED CENTERLINE Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's VII. All water and sewer lines within existing or proposed VDOT right-of-way shall have a EXISTING CENTERLINE office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia minimum thirty-six (36) inches cover and when possible shall be installed under roadway WINCHESTER REGIONAL AIRPORT AUTHORITY NOTES: Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of drainage facilities at conflict points. 1. In accordance with the Code of Virginia, Section 15.2-2294, and the FAA, the EXISTING TREE LINE the construction site as required by law. They shall also be responsible for obtaining and contractor must Pile a notice of proposed construction, FAA form 7460-1 with the FAA FLOW LINE -"' "' g maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plansV12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, for any temporary construction equipment to include cranes, derricks, etc. if they FENCEUNE-x-x-x-x-z- in no way relieves the developer or his agent of the responsibilities contained in the Virginia etc.) encountered during the course of construction shall be immediately brought to the intend to operate at a height greater than the proposed structure above the ground Erosion and Sediment Control Handbook. attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate for a maximum height not to exceed 740.0 AMSL. The FAA will conduct an airspace EXISTING UTILITY POLE/GUIDE WIRE 9. The Developer or his agent shall be responsible for obtaining any required permits from the design can be determined by the engineer and approved by VDOT. obstruction analysis and notify the contractor in writing of their determination. The El Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers Y Y g EXISTING TELEPHONE PEDESTAL 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 p inspected and approved by o review process can take several weeks and until the FAA completes their study, VDOT representative prior to placement of fill. A VDOT representative shell be present to construction equipment cannot be used at the site if it exceeds that maximum as SIGNS identification and delineation of any wetlands that may be present on the construction site. P P PCBR's PARSING INDICATOR A 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other insure the soil sampples) obtained for laboratories is representative s the location. When soil stated. 1 samples are submitted to private laboratories for testing, the samples shall be clearly, 2. All cranes will be required to have an aviation obstruction flag and/or obstruction INDICATES THE NUMBER OF TYP. PARSING SPACES equipment prior to entering public streets, and it is the contractors responsibility to clean identified and labeled as belonging to a project to be accepted by VDOT and that testing streets, allay dust, and to take whatever measures are necessary to insure that public streets shall be performed in accordance with all applicable VDOT standards and procedures. light visible during operations and must lowered at night unless lit. Intended co are maintained in a clean, mud and dust free condition at all times. hours and dates of operation should be coordinated with David Foley, operations HANDICAP PARSING 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of V14. All roadway fill, base, sub rade material, and backfill in utility/storm sewer trenches supervisor Winchester regional airport authority no less than 48 hours prior to start. Transportation (VDOT) and Frederick County prior to any construction activities within existing shall be compacted in accordance with the lift thicknesses, density and moisture 3. Outdoor lighting should be shielded and amber in color in order to minimize light VEHICLES PER DAY COUNT 100 State right-of-way or for construction entrances on to the site. requirements as specified in the current VDOT Road and Bridge Specifications. Certified pollution to pilots approaching the Winchester airport. 12. The developer will be responsible for any damage to the existing streets and utilities which copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 4. Any trees planted as part of the landscaping should be of the type that are slow PROPOSED BUILDING ENTRANCE E"' occurs as a result of his construction project within or contiguous to the existing V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans growing with a maximum mature height not to exceed the elevation of the proposed �- Z right-of-way. building to avoid future airspace obstructions. �-, 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and and/or as specified by VDOT. 12 Federal Manual on Uniform Traffic Control Devices (MUTCD). 5. Controlled burning should it prohibited due to the close proximity to the runway SANITARY MANHOLE IDENTIFIER iW'J 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. V16. A post installation visual/video camera inspection shall be conducted by the Contractor and since the property u within the flight pattern a the Winchester airport. W on all pipes identified on the plans as storm sewer pipe and a select number of pipe Unsuitable materials should be hauled away from the construction site appropriately. "A joint inspection will be held with the Developer, County Representatives, and Representatives culverts. For pipe culverts, a in of one pia installation for each size of each 6. FAA has issued a determination of no hazard under Aeronautical Study No. STORM DRAIN STRUCTURE IDENTITED `J 04 the Virginia Department of Transportation (VDOT) to determine if and where guard rail material type will be ins or ten percent ofp the total amount Por each size and and/or paved ditches will be needed. The developer will be responsible for providing guardrail material type summarized. All pipe installations on the plans not identified as storm sewer 2017-AEA-7081-OE with a building height not to exceed 740.00 AMSL. The contractor 735.4 Z �7 z and paved ditches es determined ed this joint inspection." Refer to Virginia Department of pipe shall be considered as culvert pipe Yor inspaction purposes. Additional testing may must FAA form 7460-2, Notice of Actual Construction or Alteration within 5 days after EXISTING SPOT ELEVATION X L_ Transportation (VDOT) as Guard Rail and Paved Ditch Specifications. be required as directed by the Area Land Use Engineer or their representative. the construction reaches its greatest height (7460-2, Part 2). 355 15. All unsuitable material shall be removed from the construction limits of the site plan before PROPOSED SPOT ELEVATION X Iva O V17. The installation of any entrances and mailboxes within any dedicated street LIGHTING NOTES: placing embankment. right-of-way shall meet VDOT minimum design standards and is the responsibility of the 1. All proposed lighting will be downcast, full cutoff, and conform to Frederick County LIGHT POLE E- 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 4 developer. Zoning Ordinance Section 165-201.07 requirements. and are for preliminary design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement FCSA CONSTRUCTION NOTES PROJECT INFORMATION Z standards to obtain actual CHR values for final design. Final pavement designs will be approved markings shall be installed by the developer in accordance with the Manual On Uniform'"' by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. Traffic Control Devices. 1. The Authority's Water and Sewer Standards and Specifications are available at PARCEL IDENTIFICATION NO: 64-11-11 (INSTR.# 170002409) 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The V19. The developer shall provide the VDOT Land Development Office with a list of all material wwwfcsa-watgrcom. STREET ADDRESS: Building 1: 141 SECURITY DRIVE W P4 pipe shall be minimum 6' diameter and conform to VDOT standard SB-1. sources prior to the start of construction. Copies of all invoices for materials utilized Building 2: 146 SECURITY DRIVE 18. When grading is proposed within easements of utilities, letters of permission from all involved within any dedicated street right-of-way must be provided to the local VDOT Land 2. The contractor shall adhere to the Authority's standards and specifications in effect at companies must be provided to the County Public Works Department prior to issuance of Development Office prior to acceptance of the work. Unit and total rices may be y p Building 3: age SECURITY SECDRIURITY DRIVE Z P Y the time of construction. Parking Garage: 200 SECURITY DRIVE grading and/or site development permits. obscured. d' 19. Notification shall be given to the appropriate utility company prior to construction of water S. The contractor shall coordinate with and arrange for inspection by the Authority. and/or sanitary sewer lines. Information should also be obtained from the appropriate V20. A¢gregate base and subbase materials shall be placed on subgrade by means of a PROSECT SITE AREA: 35.9611 ACRES Z U) authority concerning permits, cut sheets, and connections to existing lines. mechanical spreader. Density will be determined using the density control stripp in 4. The contractor shall connect a new sewer line to an existing manhole by core drilling DISTURBED AREA: 3.78 ACRES 20. The Developer and/or Contractor shall be responsible to supply all utility companies with accordance paith Section nit of the VDOT Road and tests. Specifications and est re . A the manhole. CURRENT ZONING: M1 copies of the roved lane and advise them that all grading Shall conform to the approved certified submitted on technician shall perform these tests. Certified copies of teat reports CURRENT USE: PARKING (COMMERCIAL p pp p shall be submitted to VDOTstat a shall unless specified otherwise. In addition to checking stone PROPOSED USE: COMMERCIAL -GENERAL OFFICE plans, end further that the utility companies shall be responsible for horning these plans and depths, a VDOT representative shall be notified and given the opportunity to be present 5. Anew water (or forced sewer) main shall be connected to an existing mein by a wet the finished grades in the installation of their utility lines. duringthe construction and testing of the density control strip. tap. The Authority shall furnish all needed material and make the tap. An Application PREVIOUSLY APPROVED PLANS: SP#19-04, 83-07, 30-09, 25-10, 19-12, 24-13, 24-14, SI-17, 21. All utilities to be located underground. E y for Wet Tap shall be submitted and the initial Yee paid before tap is made. 27-17, 34-18 22. Contractors shall notify operators who maintain underground utility lines in the area of V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT MAXIMUM BUILDING HEIGHT: 60' proposed excavating or blasting at least two (2) working days, but not more than ten (10) Road and Bridge Specifications. Density shall be determined using the density control strip 6. Exact locations of water and sewer services on new lines are to be coordinated with the PROPOSED BUILDING HEIGHT: 80' UPPER ROOF working days, prior to commencement of excavation or demolition. as specified in Section 315 and VTM-76. A certified compaction technician shall perform Authority's inspector. 23. The developer will be responsible for the relocation of any utilities which is required as a these tests. Certified copies of test reports shall be submitted to VDOT daily, unless REQUIRED SETBACKS PROVIDED SETBACKS PARKING SETBACK result of his project. The relocation should be done prior to construction. specifie otherwise. A VDOT representative shall be notified and given the opportunity to be 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. 7. The Authority's maintenance division shall furnish and install all water meters through SIDE: 25' SIDE: 359.9' SIDE: 5' 2 inch in size. It is the contractors responsibility to have the meter boa assembly REAR: 25' REAR: 98.0' REAR: 5' by others. All dry utility and or lighting information shown hereon is as specified by others V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) installed correctly. Before a permanent meter is installed: and is included for informational purposes only, as directed by the Owner, Developer and/or inches and larger shall be explored below the bottom of the excavation to etermme the a. The meter box, with its frame and cover, must be properly aligned with the public agency requirements. Greenway Engineering has not performed the lighting and/or dry type and condition of the foundation. The contractor shall report ggfindings of foundation coppersetter. SITE SIGN IS BEING PROPOSED WITH THIS PROJECT utility design and does not warrant and is not responsible for the degree and/or adequacy of designs on tothe the engineer an VDOT and approval ge Standard tach heree. Foundatyieldion n or b. The frame and cover shall be set to final grade. SITE LIGHTING IS BEING PROPOSED WITH THIS PROJECT-SEE SHEET C8.02 illumination on this project or the adequacy of the dry utility to service the site. g c. The distance between the top o4 the cover and the coppersetter shell be 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with otherwise unsuitable foundation is encountered, the foundation design and/or need for between 16 and 21 inches. FAR CALCULATION: TOTAL 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. d. All components of the meter box assembly shall be in proper working order. TOTAL FLOOR AREA - Building 1 = 111,754 SF SIP 26. All Stormwater piping and structures shown on these plans are only accurate to the inlet or V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on - Building 2 = 27,024 7, manhole locations as shown hereon. Detail design of Stormwater structures were not provided these plans in accordance with VDOT's installation criteria. Final approval of the guardrail 8. For services that connect to existing lines: -Parking Garage = 107,468 SF to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop layout to be given by VDOT after grading is mostly complete. a. The Authority shall furnish and install: - Building 3 = 63,145 SF drawings as provided by the manufacturer. Contractor shall make adjustments to pipe 1. all 5/8"x3/4", 1", 1 %" and 2" water services TOTAL FLOOR AREA = 309,391 SF (7.11 ac) alignments base on provided shop drawings. Greenway Engineering will not be held responsible V24. Approval of these plans shall expire five (5) years from the date of the approval letter. 2. all sewer services. or liable for any discrepancies or changes caused by the structural design. Contractor may b. The owner/developer shall: submit shop drawings to Greenway Engineering for review and approval at contractor's expense. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans 1. coordinate (or have the contractor coordinate) the location of the service PARKING CALCULATIONS 1 SP 250 SF OFFICE SPACES NEEDED ( / ) E. Date Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will and/or as specified by VDOT. lateral with the Authority's engineering assistant PARKING SPACES REQUIRED: BUILDING 1 SF = 106,769 SF = 427.08 SP v 06/31/2019 be responsible for any redesign as a result of structural shop drawing design. gg 2, submit an Application for Service and pay the required fees. BUILDING 2 SF = 54,048 SF = 216 SP 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" V26. The foundations undat o below proposed box ed lfoundationl elevation be investigated to tdetermine themeans otyepep andtcondition PARKING GARAGE = NO ADDITIONAL PARKING REQUIRED per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall b of the foundation. The contractor shall submit copies of borehole logs and report findings 9. All water service lines must have a backflow prevention assembly (double check valve or BUILDING 3 SF = 245,538 SF = 983 SP H OF certified by a registered professional engineer and results submitted to Frederick County prior of foundation exploration to the engineer and VDOT for approval prior to constructing box. RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. LOADING SPACE BUILDING 3 = 2 SP to pavement construction. If a geotechnical report has been prepared, it should supersede the Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to Total Parking Required = 1,827 spaces requirements in this note. the Standard, where rock is encountered and cast-in-place box is proposed, the thickness 10. All fire lines must have a backflow prevention assembly (detector double check valve or 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any ADA SPACES REQUIRED BUILDING 1 = 9 SPACES U RAN L PLEB earthwork activities. is encountered, the foundation design and/or need for foundation stabilization shall be 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building g / exterior, privately owned fire line shall also have afire service meter. The assembly shall ed BUILDING 2 = 7 SPACE LIl:. N0. 32809 g determined by the engineer and approved by VDOT. installed immediately before the backflow prevention unit. Radio read remotes are required. PARKING GARAGE = 33 SPACES (27. OF GARAGE TOTAL) permit. 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; BUILDING 3 = 1 O 3-�i/`{=•Z.DI no less than one litter receptacle shall be provided at the construction site. 11. The Authority shall review the mechanical plans) for design and material approval of a Total HC Parking Required = 50 spaces g �l 31. These plans identify the location of all known gravesites. Gravesites shown on this plan will building's:ce, and/or its PARKING SPACES PROVIDED: BUILDING 1 = 447 SPACES sIONAL be protected in accordance with state law. In = BUILDING 2 258 SPACES the event gravesites are discovered during a. domestic water meter and its backflow prevention devi construction, the owner and engineer must be notified immediately. b. fire service lines backflow prevention device. PARKING GARAGE = 1,607 SPACES DATE: 05/28/2017 32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and may require a separate building permit.. 12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to GARAGE SURFACE PARKING= 180 SPACES s Operate and a copy of the stations DEQ approved 0&M Manual. These documents must BUILDING 3 11 SPACES TRIP GENERATION DATA be received before substantial completion is issued and water meters released. LOADING SPACE BLDG 3 = 2 SPACES SCALE: N/A Total Spaces Provided = 2,503 Spaces CLASS USE PEAK HOUR VPD OCT 2011 FIRE MARSHAL S NOTE FCSA PROJECT INFORMATION ADA SPACES PROVIDED: BUILDING 1 17 SPACES DESIGNED BY: RLK 710 General Office AM- 672 VPH 4648 BUILDING 2 6 SPACES PM- 980 VPH PARKING GARAGE = 27 SPACES Fire lane markings and signage: WATER AND SANITARY EWER USAGE Calculation of demand/discharge GARAGE SURFACE PARKING= 0 SPACES FILE N0. 3015E 1400 EMPLOYEES = 7,178 GPD WATER DEMAND BUILDING 3 0 SPACES Any 'No Parking" signs and yellow painted curb locations will be installed 'Residential: 0 gpd per connection by field inspection at the direction of the Fire Marshal's Office. • DATA PROVIDED BY ITE TRIP GENERATION MANUAL, 9TH ED. VOL. 3: Data 2012. CODE REF: 710 •Commercial: 0 gpd per 1,000 sf Total HC Spaces Provided= 50 Spaces SHEET C1.01 *Industrial: 0 gpd 0 10 persons per acre SEWER DISCHARGE OPEN SPACE CALCULATIONS: 17-14 Sewer discharge equals water demand CAR PEAK HOURS ARE BETWEEN 7:00 A.M. AND 9:00 A.M, 4:00 P.M AND 6:00 P.M. - - = WWW 1 •p0\�/'o�e�' TM 64 -A -159A WINCHESTER REGIONAL AIR}j0A\T\ D.B. 842, PG. 1400 28.69 ACRES ZONE: M1 USE: COMMERCIAL \�`\`\ \ \'\ `\ \ ` `4 \ \ TM 64A -159C WINCHESTER REGIONAL"" - AIRPORT AUTHORITY \ D.B. 781, PG. 1427 5.28 ACRES ZONE: RA USE: RESIDENTIAL Al \\\\ uE 25' 1 1 /`j i \ \ `I `1 i BUFF 7. 1 EXISTING BUILDING #2 / ' / " L KILPLLK I 1 3 T.M. 6411-14; T.M. 64-11-13; I TM 6411-15 INDEPENDENCE DR WINCHESTER VA, LLC; MQL-�t9 I INST. # 140008743 I SAI PROPERTIES, LLC 1 A ST.#O OT ST.O�Og153 ZONE: M1 INST. # 030024440 tl s tCs jONAtil L USE: VACANT ZONE: M1 1 m COMMERCIAL I \ GREENWAY ENGINEERING Dated: JULY 2016 iUSE: /_ I ZONE: M1 USE: COMMERCIAL I I C �VR\b pa7\ performed by: -R ..NWAYENGINEERING JULY 2016 Date SCALE: i" = 80' 'r�TIi#�11{9h11 P 3. Aerial topographic mapping performed by: I 20' F.C.S.A. / O � WATIIER. INE ESMT. VIRGINIA MAPPING Dated: MARCH 2007 INS o.\120013038 / 1 1\ • \ \ ^ ------EX. 50' 14IGREI 1 c-EGftE5S1ESl"i1T. 1 FILE NO. 3015L i / 80 40 0 80 \�I SHEET C1.02 1 SCALE: r' = 60' 17-14 1 •p0\�/'o�e�' TM 64 -A -159A WINCHESTER REGIONAL AIR}j0A\T\ D.B. 842, PG. 1400 28.69 ACRES ZONE: M1 USE: COMMERCIAL \�`\`\ \ \'\ `\ \ ` `4 \ \ TM 64A -159C WINCHESTER REGIONAL"" - AIRPORT AUTHORITY \ D.B. 781, PG. 1427 5.28 ACRES ZONE: RA USE: RESIDENTIAL Al \\\\ uE 25' 1 1 /`j i \ \ `I `1 i BUFF 7. 1 EXISTING BUILDING #2 ' / " L KILPLLK I 1 f LANUT LIC. NG. 32609 j I TM 6411-15 MQL-�t9 LOT 15 W TUI W St SINFSS .FNTR OR 1-G: / nA �v ST.#O OT ST.O�Og153 INSTRUMENT YR. 2008 s tCs jONAtil L 1 INSTRUMENT # 8956 li 1 1. Boundary survey was performed by: I \ 5.00 ACRES GREENWAY ENGINEERING Dated: JULY 2016 __ I I ZONE: M1 USE: COMMERCIAL I I C �VR\b pa7\ performed by: -R ..NWAYENGINEERING JULY 2016 Date SCALE: i" = 80' 'r�TIi#�11{9h11 P 3. Aerial topographic mapping performed by: \\\X \_} • I O � '12L=QI�ENTlAL 1 •p0\�/'o�e�' TM 64 -A -159A WINCHESTER REGIONAL AIR}j0A\T\ D.B. 842, PG. 1400 28.69 ACRES ZONE: M1 USE: COMMERCIAL \�`\`\ \ \'\ `\ \ ` `4 \ \ TM 64A -159C WINCHESTER REGIONAL"" - AIRPORT AUTHORITY \ D.B. 781, PG. 1427 5.28 ACRES ZONE: RA USE: RESIDENTIAL Al \\\\ uE 25' 1 1 /`j i \ \ `I `1 i BUFF 7. 1 EXISTING BUILDING #2 ' / " L KILPLLK \\ LANUT LIC. NG. 32609 \ MQL-�t9 nA �v ST.#O OT ST.O�Og153 s tCs jONAtil L 1 APPROX. 1. Boundary survey was performed by: \\\\\ \ POTENDA ---__� GREENWAY ENGINEERING Dated: JULY 2016 I ___==Y ATION OF FUTURE RTE 37 "p�120�T� R.o.w. 2. Aerial, horizontal and vertical control surveys were I I C �VR\b pa7\ TV INAME TM,65--A-1 ° BONNIEL. -IN STR ENT -20 _1NS eNf# 11276 10.00 ACRES /ZONE: RA USE: RESIDENTIAL 50' ,�:� ,.._ .■i it. t� tt tai •��_ �___ „•, s �l* 1 111 1 I I IV i 1 ' i EX. 20' STORM /' I i\ �z DRAINAGE ESMT. INST. No. 010008162 EX. 50'LU � 1 IpPII / z INGRE INGRE SSIEGRESS ESMT. W y�y I III IWI 170 1 EXISTING FC SP# 27-17 BUILDING #1 I I I 1 1 ' _ -EX. 20' - I INGRESS/EGRESS ESMT. III I I \�822�� \ M1 ZpNB TM 64 \ EFG, LC LC ` INST.#030027882 EX. 30'SANITARY SEWER& ZONE: Mt&82 � \ 1 INGRESS/EGRESS ESMT. USE: VACANT INST. No. 010006153 � I ��$lpp I f /I 1 I r� I_Iwl I i I 1 I Iwl I M rC"I E .3 ' T i / _.q i } Wit- --sem s--•'�/ E R E- Qi NQ.E ESMT./ / / Z r -I `\--010006153'/� i / E _ E Uj 0 . Z ' E­iU i'i / //i Z T .. /!//i /i' •4�/! i // Eikf'gO�MWATER 04 \ I } t \ q / I / / 1 M IA // / ' I % % I�' ) Na. 010 0300/7162 V / T N5. 030017554 Z z LL O 4 gg��II 1 'Illliiilll I i I \ `d11.`II I`Ii. d�ill{P\\1� ILII I'\ I ) I{\ I t 1 11 \\ 1 1 1 1 1 1 I I \ CURVE TABLE.• \1 CURVE RADIUS ARC LENGTH DELTA ANGLE CHORO BEARING CHORD LENGTH TANGENT 7'I \ Cl 2332.03 475.28 11'4038 N 72'3830 E 474.46 238.47 • 1"11 t Ii 1 �, 1'+\ 1 \ I C3 1080.00 60.48 3'12 30 S 23'47 57 f 60.47 30.25 :1 .1(9:1 t`: i.: 1 "1 I++III 1111 \ \ `q \ \ \\ C4 1125.00 468.54 23'51 45 N 734333 E 465.16 237.71 II ,ft'l .4t: 1I �Mkrr� \� \�\\ ` I I }i'+�y ' III IWpI IdTilil 1\ 1\ 11F\d!<`\\\I1 `I \I LINE TABLE.' LINE BEARING DISTANCE L1 S 56-17JI W 45.94 II r 1i1\ 1111 1 1 \ \ 1 \ 1p1 1 \ ✓=1. 1 1 1 L2 S 334229 E 28.00 I I 1 I 111111 t l 1 1 1' 1 I I A� I I L3 N 56'1731 E 35.46 III �Itl �.4 111 it\1`I \ \ \ \. \\ \ 1 L4 S 1J'11'26" E 31.03 1{I N$pdIMRYSEWER & L5 N 6323255 W 79.72 Rev. No. Date �5(EGRESS ESMT. C6 N 61'4741 E 141.02 5 09/17/2018 L7 S 06'29'23" W 79.10 L8 S 662843 W 50.01 II I'I'F14: is q \11\\\11 'I DF 1 1'I \`T \\ V, " L KILPLLK SURVEY AND TOPOGRAPHIC INFORMATION LANUT LIC. NG. 32609 \ MQL-�t9 nA �v ST.#O OT ST.O�Og153 s tCs jONAtil L 1 APPROX. 1. Boundary survey was performed by: \\\\\ \ POTENDA ---__� GREENWAY ENGINEERING Dated: JULY 2016 DATE: 05/26/2017 ATION OF FUTURE RTE 37 "p�120�T� R.o.w. 2. Aerial, horizontal and vertical control surveys were C �VR\b pa7\ performed by: -R ..NWAYENGINEERING JULY 2016 Date SCALE: i" = 80' 'r�TIi#�11{9h11 3. Aerial topographic mapping performed by: '12L=QI�ENTlAL VIRGINIA MAPPING Dated: MARCH 2007 DESIGNED BY: RI.K FILE NO. 3015L 80 40 0 80 160 SHEET C1.02 SCALE: r' = 60' 17-14 I I p i ►� /�-i �i�+—.mac__ � _�/ /f/ •S •: • • �u -r ,�,,�•.;� to Armol 17�)Rel�•lli�Rr]f!F•] �F�e!:ai'��']Rr�•�J����'T �CSy/ �'� /r Ir �/,:,� � ti$4P'Q ;uo�r�QYy�y"��,1.� _` • �\`1� i+�e.,i /_ � a �, , �►� , , .,►�xx�Y;xxx�xxx�xxxx�� �r=����t�x•�r�r�x.Y��r.. , �1' --� �-�`��,,�:%.-, ��,� � ��/�/� �-�. � �,_ -- �� ��p ,�/„ � ���...,... � . � _ =�i�(��ii- i . � �a�JYII•� ^ �i ��f✓ y� � �� �I I all\, _ ��.��� � a / I :.�` ` e>• ail / . • •- . fr 7. e 1, . OP IIIIIIWI FC SP# 27-17 MW P WE If .. I�I�sln° / 1� �w v ... � < � ✓S ,� .���� � P°:OSP°J,�°iO:p°,p, .. Wma 'll ' V <, w�� • , ' \ rI, - • odILL Z Z I ago ww"ANA ����• ° :°°\;0;0;0;0 ���5. � ME MAI NOPO,°,°OOPP,� + „ „ � 0000.0 •Oi0°O° �:� • w^' ��' / al \. �\ \♦'°'��:�:�J;���:°OO:�pOr�iO°:O�yaJ,:°°°A0O,°00°, e,O °, OPO, ® • •' _%� ♦ / �,• � . I,,,;;:;;J;i°;:P;, P;,. JO`>, �0, O.P. �r ,m,„�u�' � �v �I/�I �♦ ♦vim♦������ � �I�r.. 0 � � III i�l�� �:e\ � \ , � ` ,,, �. �♦gip O� , III VIII �� � :.. . e ,1O;e �♦ 1 1 1 0, 1 w 1 �fYl . Ir 1� l owA11,15 • : • 1 • _ l ' i'"•� '•�.' .,. •. ''"� � IIIII�-- 1 �ir -�-:� � .Xa•IY�Y�?,v;'�,��,,, �� . Yu�•Y ril a1.,�-:�.i_.�'�,��. *•� �� ■ = :� ,....I........r-. .�,.�a 1,tP►,+w.t�•r ��y. � f Y'YsT>/ y y }:•u�•1t� ��i�������,� � �r •I t .3: .Ili 4!r+/ �M. e1 �` i 1 /moi � 4i� 1 • 1 • • • 1 1 lTv. ♦,j •� - ��. ISM1 1' I/ ••• 1 JJ,T YY � iii ►, .� ® 1 ' pq e•�'Y �� I el 07 .. :, JOIN sip EM j ,I Til '��i/�'� �'� 1i ' • [i1171► /IIT■■L -,•/ , '�� ,� �lr�s• I ;II6t�p- s . �r a `d •. syv nay\r�.�a, r... .tllWW `TAi ' • 1 1 alm"a- tam W�� IIIIII� �I��iiIII� • f'• .. ' Jp �•ii��lrl� - I�� •J!� All `R•r�� I '. �3� e��8�p�g��if� �'� . �r'. � r . r 1 T T 1 r 'ir r 'rer I �' ..-.... V•1 r�' •� � r _I`? 1/ I�1 �lI' •I. • i r„moo . .. _.: , • �i .{ -' , MOP a :.� -�, � j6�, . 'Qr' �� i• ._q�� ..u�-��`1�•TLS'!!l3�il—e1 ^�7.��%}•r�f��wem l��a � �/�\ �: ►yYr�p, � / ���('•1 l �q� � �1 ��r Jct Km/'��I' � � J ��� I 1 J '1� \.%• Iii .� •W♦O C I� DESIGNED BY: RLK 1 1 1 . _ JJ EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project development will consist of the construction of a commercial building, 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 approximately 3.80 acres will be disturbed for construction. This plan is considered a supplement to the E & S plans found within the NFCU Parking Garage Construction Plans. The 3.8 acres is part of the 12.66 acres disturbed as part of the NFCU Parking Garage Plans. Date of construction: Construction will begin following plan approval and will take approximately twelve (12) months to complete. Management Strategies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Existing site conditions: The site is currently a parking lot with stormwater BMP's. Sections of the site are wooded. The site is divided into two major drainage areas one on the west half and the other on the Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, east half. Typical slopes range between 2% 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 farm pond are on this site. See the NFCU Parking Garage Construction Plans for additional any one time. details on existing conditions (under construction). All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Adjacent areas: The site is bounded by commercial property to the north, east and west of same zoning. Property zoned RA is to the south. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Offsite areas: No offsite areas will be impacted by this project. Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet. 's site contains stream areas two streams and two ponds which shall remain outside Critical areas: This of the area of disturbance. All areas to be stabilized 100% prior to installation of bioretention basins. Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Structural Measures: Install Temporary Construction Entrances with Wash Racks (3.02) at the existing parking lot and to minimize sediment carried onto roadway. Entrances shown on E&S Phase plan are approximate - Contractor is to locate existing property access and install entrance accordingly. The parking lot construction entrance and wash rack shall remain throughout all phases of construction. Install silt fence and super silt fence as shown on the plans to intercept and detain small amounts of sedimentfrom disturbed areas during construction in orderto prevent sedimentfrom leaving the site. Nearing completion of the final grade, the storm sewer shall be installed. Culvert Inlet protection (3.08) and Inlet protection (3.07) shall be installed on all new inlets throughout the site. Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets. Coordinate relocation/demolition of existing utilities/stormwater structures in locations shown on plans. Seen notes on the Demo Plan, Sheet C1.03, for more detail. Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to stabilize disturbed areas. Vegetative Measures: Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than six (6) months. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine -compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (2:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. 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 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 standards ands specifications in the Virginia Erosion and Sediment Control Handbook. P 9 Stormwater Management: Increased runoff from this development will be controlled by the Project's stormwater management facilities (See regional stormwater management plan for calculations). Maintenance Program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program 1. Hold pre -construction meeting on site with inspector. 2. Install construction entrances. 3. Clearing and grubbing for sediment control devices only (ACF Environmental smart fence/Filtrexx compost filter sock or approved equal). 4. Placement of sediment control devices. 5. Obtain inspector's approval prior to beginning grading operations. 6. Clear and grub main area of site protected by installed E&S controls. 7. Rough grade site area. 8. Install drainage devices with sediment control. 9. Final grading. 10. Restoration and stabilization of disturbed areas. 11. Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be stabilized 100% prior to installation of bioretention basins. Note: The Frederick County Public Works and Engineering Department retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH. 2. Spread topsoil at a minimum depth of four (4) inches. 3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square feet (2 tons per acre). 4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 Ilia per acre). 5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Dust control: 1. Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. MINIMUM CONSTRUCTION STANDARDS An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 9VAC25-840-40 minimum standards: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not 'on shall not be tl tabilized. Permanent vegetation otherwise permanently etatl s g considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. S. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The ouffall system shall, at a minimum, maintain the structural integrity of the basin during a 100 -year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the ouffall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or I e analyzed b the use of a two- ear storm to 2 a Natural channels shall b Y Y Y () ( ) verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a 10 -year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a 10 -year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; or (2) Improve the pipe or pipe system to a condition where the 10 -year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a 10 -year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the ouffall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. 1. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. 1. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity tyand velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) it over 48 hours; (if) detain and water quality volume and to release detain the, ( ) q ty release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. M. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 at seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1.44.15:34 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. Z 3 Z 4 ZW W W Z W� FC SP# 27-17 Rev. No. I Date I Lic. No. 3zsas o -Abe L-z�l`I �SSjONAL ��� DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3O15L SHEET C2.O2 17-14 � J F -F � 0 E- W Z Q Q � J W E� � z m �x U wQ I'_ Z Rev. No. I Date I Lic. No. 3zsas o -Abe L-z�l`I �SSjONAL ��� DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3O15L SHEET C2.O2 17-14 STONE CONSTRUCTION ENTRANCE m Ac1ER IXOm�� O- MN. I AT \( )BAR SIDE ELEVATION l0•MM Re GRAVEL CURB INLET SEDIMENT FILTER \\�� \fes - 1 GRAVEL FILTER' 12' RUNOFF WATER WIRE MESH J;:�:`.....:; ........:..:: ..... s . FILTERED WATER T r n - HIIII WIIIc�IIIIIIT� = WATER 12' NN WITH SECTION A—A CONCRETE GUTTER 7=1 =RUNOr BECAME EMINENT SECTION B—B W Pa. 95WC Plate J.01-1 SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. . GRAVEL SHALL BE VDOT T3, @357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 8.07-6 CONSTRUCTION OF A SILT FENCE y . (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATMAH THE FILTER FABRIC TO THE WERE FENCE AND EXTEND 0 INTO THE TRDMH. C BACKFILL AND COMPACT THE EXCAVATED SOIL EXTEKSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRC SII zl -WIRE3n from Tutatielma If 2m nd Falaic Filter BwTimm la Sediment CovtrvT, PLATE. SM -1 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. SLOWNNIACED FILTER MEDIA^' WORKAREA d A IE�Ad)TJlp,1VBAE,PROTECTED IN qs S, . U 1 , SECTION xro Y' X T X 36' WOODEN STAKES PLACED 1W O.C. WATER F� WORKAREA AREA TO BE PROTECTED (17TYPICAL) Q.C. SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 8MINIMUM IF ROW 1 IS TOWARD DA&NKMEM FLOW OPTIONAL STONE COMBINATION 1.0 1s• *MMT d3, #457, /5, d55 OR #57 CUPRSE AGGREGATE —CVSS 1 MPRAP TO REPLACE SILT FENOE IN HORSEHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTS) SOURCE: ADAPTED imn VDOT SIGH&H Seel. and Vn DSWC PLATE. 3.0E-1 NOTES: i. ALL MATERIAL TO MEET FILTREX V SPECIFICATIONS. 2. FILTER MEDIA. FILL TO MEETAPPUCATION REQUIREMENTS. 3, COMPOST MATERIALTO BE DISPERSED ON SITE, AS PLAN xrs DETERMINED BY ENGINEER. FILTREXX® SEDIMENT CONTROL NTS TIE UYP OF 4) S' TYPICAL ATTACHMENT POINTS (USING NYLON TIES OR METAL WIRE) LOCATED AT REINFORCED POST TENSIONING CABLE CHANNEL (TYR AT EACH T -POST) TIES OR I w: N. pSxel✓vmF tlN/m ww "wie,°riaA"ewmAw BrvMu,u„Mc�xsu ..�. SMART FENCE HD INSTALLED WITH T -POSTS TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species (lbs,/acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug, 31 50/50 Mix of Annual Ryegrass (Lollum multi-florum) Cereal (Winter) Rye (Secal cereale) Anual Ryegrass (Lolilum multl-florum) German Millet (Setaria Italica) 50 - 100 60 - 100 50 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 FOR APPALACHIAN/MOUNTAIN AREA Total Lbs, Minimum Care Lawn Per Acre ) 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue \ 8 '0 0-10% - Kentucky Bluegrass 0-10% High -Maintenance LawnMaintenance Lawn _j Minimum of three (3) up to five (5) varieties of s�1 General Slope (311 or less) • A 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropww FLOW 3. ATMAH THE FILTER FABRIC TO THE WERE FENCE AND EXTEND 0 INTO THE TRDMH. C BACKFILL AND COMPACT THE EXCAVATED SOIL EXTEKSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRC SII zl -WIRE3n from Tutatielma If 2m nd Falaic Filter BwTimm la Sediment CovtrvT, PLATE. SM -1 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. SLOWNNIACED FILTER MEDIA^' WORKAREA d A IE�Ad)TJlp,1VBAE,PROTECTED IN qs S, . U 1 , SECTION xro Y' X T X 36' WOODEN STAKES PLACED 1W O.C. WATER F� WORKAREA AREA TO BE PROTECTED (17TYPICAL) Q.C. SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 8MINIMUM IF ROW 1 IS TOWARD DA&NKMEM FLOW OPTIONAL STONE COMBINATION 1.0 1s• *MMT d3, #457, /5, d55 OR #57 CUPRSE AGGREGATE —CVSS 1 MPRAP TO REPLACE SILT FENOE IN HORSEHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTS) SOURCE: ADAPTED imn VDOT SIGH&H Seel. and Vn DSWC PLATE. 3.0E-1 NOTES: i. ALL MATERIAL TO MEET FILTREX V SPECIFICATIONS. 2. FILTER MEDIA. FILL TO MEETAPPUCATION REQUIREMENTS. 3, COMPOST MATERIALTO BE DISPERSED ON SITE, AS PLAN xrs DETERMINED BY ENGINEER. FILTREXX® SEDIMENT CONTROL NTS TIE UYP OF 4) S' TYPICAL ATTACHMENT POINTS (USING NYLON TIES OR METAL WIRE) LOCATED AT REINFORCED POST TENSIONING CABLE CHANNEL (TYR AT EACH T -POST) TIES OR I w: N. pSxel✓vmF tlN/m ww "wie,°riaA"ewmAw BrvMu,u„Mc�xsu ..�. SMART FENCE HD INSTALLED WITH T -POSTS TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species (lbs,/acre) Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug, 31 50/50 Mix of Annual Ryegrass (Lollum multi-florum) Cereal (Winter) Rye (Secal cereale) Anual Ryegrass (Lolilum multl-florum) German Millet (Setaria Italica) 50 - 100 60 - 100 50 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 FOR APPALACHIAN/MOUNTAIN AREA Q 0 a �z r Wz yjz V W I FC SP# 27-17 1 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 IN 0-10% - Kentucky Bluegrass 0-10% High -Maintenance LawnMaintenance Lawn _j Minimum of three (3) up to five (5) varieties of bluegrass from approved List for use In Virginia. 125 lbs. General Slope (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropww 20 lbs. U LL 150 lbs Low -Maintenance Slope (Steeper than 311) Zdi - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropww 20 lbs. - Crownvetch www 20 lbs. 15D Lbs w Perennial Ryegrass will germinate faster and at lower Solt temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ww 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 www If Flatpea Is used, Increase to 30 lbs./acre. All legume seed must be properly Inoculated. Weeping Lovegrass may also be Included in any slope or low-malntance mixtures during warmer seeding periods? add 10-20 lbs/acre In mixes, Q 0 a �z r Wz yjz V W I FC SP# 27-17 1 Date RANDY'L &EPLEF Lic. No. 32809 3a-AculL-2olq DATE: 05/26/2017 SCALE: - N/A DESIGNED BY: RLK FILE NO. 3016L SHEET C2.03 17-14 E"1 U C RJ V Z M Q� a Q �z E'-1 _j W Q E � IW W D W U LL z C4 Zdi x Date RANDY'L &EPLEF Lic. No. 32809 3a-AculL-2olq DATE: 05/26/2017 SCALE: - N/A DESIGNED BY: RLK FILE NO. 3016L SHEET C2.03 17-14 NOTES: 1. TRENCH DRAIN AT THE GARAGE SIDEWALK TO BE POLYDRAIN TRENCH DRAIN, SEGMENT PART NUMBER 140-160 WITH PART 504 DI SLOTTED GRATES. ENDS SHALL BE LEFT OPEN WITH POURED IN PLACE CONCRETE END SECTIONS TO COLLECT SURFACE WATER FLOWS IN, I DISSIPATE FLOWS OUT AND MAKE UP GRADES FROM SIDEWALK TO DRAINAGE SWALE. 2. CROSSWALKS AND PARKING SPACES SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. II I- I I 1', PARKING SPACE MARKINGS SHALL HAVE 4" WIDTH. CROSSWALK LONGITUDINAL LINES SHOULD BE 12 TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE LINES SHOULD AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THE LONGITUDINAL LINES. 3. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS. CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC JIIIAND MATCH THE EXISTING CROSSWALK MARKINGS ON THE NFCU CAMPUS. � .20' CSA I (iEENT LMEET 8 MATCHCURB _CURB IIX. SIDEWALKTRANSl710N--- H(Ty NSITIONUNLOADING NOSE DOWNEX. BUILDING 2 12$ CG 120j CGMEETMA B RAMP CURS MEET&MATCHII — I T _ IX.BIDEWALK-MEEi8M4TCH I �(W}) y II II o \\ I I I � CG72$ CG12$ &5 I I 7f, � I F�TCURB J T I 5'L- .- 2 \` 7 EX.BUILDING1 CROSSWA I \. ROSSWALK CG -6R .. � '-" � .. cjFF ELOCATR pGbR NOSE CG12A \� \ I FnIJTTF -----MH SPEC TO MATCH CROSSWALK �G-6R MEET&MAYC �EEDTAIL) M G LIMITSOF ISTURBANC=�\`EEDETAIL) y � S'—CU=B BLDGp1 MHDETA�NE%.CURBCURB 'CG -12-B CROSSWALK 'G —� � E MEET8 MATT JTI TRA SITION C' 9' > �, RELOCATE IX. CG12$ T POLE EX. CURB \\ \ L DS "P) n TYP 10 TYP 10' I 9' 9 9 LOCA EX, 9' LIGH PO �� RELOCAT�O \ I P) m RS ITH D L 2S 10' TYP g TYP 10' L1 HTP LE T� 13 STO�FI CG12A CMEET&MATCH W W W W— S ARCH PIAN FOR ETAI '� r ' I _ ti' CGB —LA -6 w �EX.CURB \ / CROSSWALK ' I ` ELANDING, y E RETAIMNGWALL D CGt2$ U E \ I H4.8y LANDING 5 . • \. \ LL 2P ' I 4'FOUNDATION DRAIN RETAINING WAIL"E" 4'FOUNDATION DRAIN CG12A '„' ,' DI -1, SEE CONNECTION POINT CONNECTION POINT SNOTE 5, HT C4.02 RIVE EEOC l r ° 7 ADA UNLOADING I �I I \\ — r FOUNDATION WALL AREA a SEE ARCHITECTURAL CC -12B I I n I \ \ LI ITS OF DISTURBAN E \ LIMITS OF DISTURBANCE PLANS FOR DETAILS F BUILDING #3'I T I \G CYT �^ EXTENDS OVERHEAD B 29.29' I 1'0 EXJGi —� IIACROSS SECURITY DR. II I V \\ EIFC n'ICPL N n �— xmw. PROP. VEHICLE PULL -OFF I -- 95.8 � - AREA (KISS 8 RIDE) ~, � - 'r4S. y I I \ \ 1— tl 24' fi.544-` BUILDING#I \CFFE: 671.00' FSAEASEMENT \� � ;. �I LOADING DOCK I ' EXPOSED FOUNDATION LIMITS OFLLA I RETAINING DISTURBANCE WALL 'B' TSA-INI ^ MECH. YARD FENCE AND GATE oe Ov P RI PERM. E&S MA171NG =p (SEE ARCH PIAN FOR DETAIL) 16 24' OP. C350 NAG. OR :� STAIRS APPROVED EQUAL (2RISERSJ CURB CONCRETE DOCK PAD _ CUT" l r l l r r i r r r r r r r i r �r i r r r r r l i r i r i r i r y r a „g CURB TRANSITION(TYP) 79'•' HANORAIL tiRI1P CG -12A t I b SEAT WALLS + 5 SEEARCHLANS - _ — 6 f CG 128 S IRS W/ FOR DETAIL;75.00' H DRAIL °AR _ � � IX. CUR L EE MAT( CG12$'�. ' • 6 5 / / y LIMITS OF RBANCE CUT WIG . CUI 10'DE W SOP BAR \ I \ \ / XX OVERHEAD 2. $y n` � CROSSWALK (BREEZEWAY) ' 1 'V OF. PARKING GARAGE 8 U FFR GRASS ACCESS P9R A R Q Q / ( D�RCONSTRUCTION) °� ST R§WI EARC tW \ / EAS ME NT PR EAT ENT CG q / �>• \ DETAILS CH R IN iv TRENCH 9h DRAIN C7 of � \RIPARIAN BUFFER CURS / \ - ' TRE N \ Cf \ \ ' GRASS ACCESS / \\ / \ PERM. E85350 . . R N. . / CAGO / r APPROVED EO UAL MEET& TCH IX. RB y `LIMITS OF DISTURBANCE �i CROSSWALK 511 EX. SWIM POND'A' 30 15 0 30 6C iiiiiiia SCALE: 1” = 30' O D � e � C N N E o N �cw R m 3mo%a L 3 I"- az ZW LV z q W (� �W FC SP# 27-17 H U U)y Z Q t ---I a -c�z J a�D P4 0 H U W WQ U- z Z� C� Rev. No. Date 7 05/31/2018 F P � RA Y L PLER � Lic. No. 32809 SjONAL '� DATE: 05/26/2017 SCALE: 1" = 30' DESIGNED BY: RLK FILE NO. 3015L SHEET C4.01 17-14 SEE SHE • AND . LUSH WITH PROPOSED EP ELEVATION. MEET & MATCH BUILDING i ^'I :: EX. BUILDING I EXTEND --BETWEEN BUILDING 3 RELOCATE EX (SEE POWER SERVICE TO NEW TRANSFORMER PROP. R. 1117F 777M.771 gra• __ _ ■3■I 111111111119-� %,F . 'g IIL�� 11=caw .•�+�� I, .. 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I/ ''I I'' \ � . • / I � 1 oey0:e:.oo`;•;.o,000;oJ`:°`;°Se�'J0o`;°;°`;•`A°.;.`."�0 ilr�R• ,'.. `li , I .1� _. _' _ \ _ t _ <'',.. � . n, i ..,,,,,J„�O;e��J�°�J°�•°JeOJ;OoJ;e`;OJ`, •,\`e0, �°;J,P4�� eels e`\ i ,\ � � ® .. /I I �p;,�O.;,vO\;0;,\O\;,°;0;,°;OS°;,•O\e •`�,\�J�eO°J�J�O�O"',`�J;\O`O`° �.` /� I. . �.'�� • • • ' \� �\ i. e,,;e°;O°O`J�;�;O;eOd�J.`\,�ri:�J�;OJJ;O�O;J�O°J•,�,0°JJ�Opeve��°`J', S i e ..• ,e,.,e e. \ e•.�e�e�\dee,\,�,\ \� ,°,,\`,\ee• • . �: � / / .,. ..,ill r. . g ` ���� � \ i�ee♦ eee♦ ♦< ee♦ �� V �) a � o � Oe0,00� J 'e e . e ♦ � � �"�' °fj OA°a :� / t' // �, . ♦Pp O ,P JeOeeO,00e ` - r eP♦ .$ � m ;�,• l�`' /gyp ��. �/► �- �� P ��� / `� . • _� ..,Ili p�. .� � ,. � � � . • ol '� .� \ l� ,�/► � ��GI/e° Dill r DATE:, �� II DESIGNED BY: RLK 4 lilt �� i/•I,.I�� � � ��� �� IIS ��� � � • P] , I I I / HOL - J / / II I\ I ✓ a I MEETS CORB TIE C EX. CURB TC MEET & MATCH / IIII I I. `�I HOLD .EPEX ST HOLD EK. EP I EX. SIDEWALK - -°ATT EX. DOORS E J I Y l y 1 x^80 8 F 80 Ev 80' Ev i__g 82 MEET & MATCH MW & MATCH I I \ I r� � E -.SIDEWALK I d HOLD EX EP i I I V I s1 , e sz43 8� 2 / 1 � 18, ` c�-, -- .a r 1 1 � ' •� •. .,. ,.- .1 "' L 61A-' B, 81€� r 80 80� NOSE GOWN CURB -----�/ 1 / I• PARKING SP/1�CES (2)7 81' I I 81 80 9 MAX.2 SLOPE TOP GND=682.00 TOP OND 685.75 1 R TOP GNO= M.50 (POTEN'BAL.ITUTURE ��..LND=679.90 BTM GNB 175 I � �C ^ / .Z, � GND-670.70- I 791 8 �--, �L- w ,56 Emi X 00 CURB 7 78 k TO GND 85 �80e OSP 79 T Nu=877.=5� 73rxev 9�/ 79p a" OeP pS G D=80.35 IT PG =67.77 '7l ez er (TyP!) r \ I / "T- n B GND 681.3 80 r C 78 CUT _ Zm OVERLAND 7 v TOP ND= 8. a MG D-67 .35 k _ \ 1 7 -1 GND 680.10 "zs 9 FILL i � 3'€'e 221 Rl RELIEF BREAK W yV W- 8 78 BTM GND 680.00. 9e 79 EnBTM NC= 80.5 81& TOP N =68061 eP -,D 7 3 POINT \' M BMA H� I !A •° " 80 0€n 80. BTM = 7035 9� -:78 � n lf\�I 7M4�vr. BTf11 GND-6704 J � EX. RB \ \ T RETAI ALL10, 48A ' 697a 71 70R 83 85 a '85 sw .. .. „y 3l 70'No `- 7Er 4 USE - 0 E I I - ]. v,: Se'w 0 no k !�"'w ° 69 70 70 viu 9 u 69 vR3 o U 1 \ �L 1�� yyc as ) ' - 0°D%"' _ --;r, 0's`v 70 69 er 70 ,! w81 '��' CIWMP85 �'--- `•` g a 14 Osw 75?c Ev SI � TM fmo GaD-870.41 /, .r • �qg=Y� \ w ss77,0aa. . c1- 700.$ 700 ,07 10 ` R2 9CGz 7 y 69P sis Gl1TT7E0R sw20J1fig TOP GND EAININWALL 70 69 8 70 9 9F BTM GND=671.00 TOP GND=686.00 b \ \ / �I \ \ 69sw - ADA UNLOADING 69 \ \ \ ' I •'�: FOUNDATIO�J LL BTM GND=871.00 2. / -69 s SEE ARCHITECTURAL I / / / SLOPE ALL I/ PLANS FOR DETAILS V l` -� 6 i GUTTER \ 1 DIRECTIONS 70 9 T sl8 � B =86 7018 .' _/ A I I i 6 68 Ar 70 / \ - e71k I 69ap 69 I J \ `ooMP1 70 AD BUILDW#3 25' SRR=ss wea.`" \ FFE-:671.00' ; sw J/ f x'°=✓'% /'/ / / / \ .3 '\\ /// ^ry I ice) 70&- RET 0 RET W IL 'C'RETA } FOUNDATIING ON WALL\n�-\\ 16/ ( I WALLINB' SEEARCHITECTURAL Y•\ // \ V �r -� I.n 6 qct,[ I \\ \J �?'• /�1� PLANS FOR DETAILS \\ // \r $ .0° 9 / 66 77..,.8 ON UP o 89 8 68^ci- W7116 71 Q� 671 PATIO AREA INSET 7,1 s \ H \ \ \ _ _ i i i i i i 71 i i i� i i L' 'M , �1 TO i ,L -a � � � � � � � s5/ � Exzs +, 7o1�Ps 2R.. e�ss R /// � '/' JJ''��\\` n / -�• i ,s' \\ J- J. - _ _68�r - 69 7 9 69 89 �'L68 � \ \ \ �\ EK CURB W W EX. CURB 1 - \ 67 7 62 \ ---- / J EX, PARKING GARAGE 5 7 k66 v`')� I f \rl5 \ \ m (UNDER CONSTRUCTION) TRENCH DRAIN INV OUT666 II GriD vv 'Lp i if" v \\ Ixy: \\ A\\ \\ae / \\ s� \ ss 1 679 0 69 \\ MECHANICAL YARD AREA INSET EX. 69%Go -- - - - - - \ y$ \ \�'s, -� / _ -__ ----` -SIS-� f� _ 7, GND I \ -` \ � 1Yi 7O GOND \ � / X71 \331°� ss GNO .9B 1 7oGNr A l .0%68 GNO �_ 3� 30 15 0 30 60 LEGEND s7CD \ �g _ \ -. - 66 GNU1 \\\° \\ Dan \67& X \� R1 CG -12 RAMP NUMBER SEE DETAIL SHEET C7.02 1 �, 38 SCALE: 1" = 30' 70c"o 66 EP �i I a 1 V 69&D ' II 1 Q° 20% \ \\ ° / / 6"'. ie 67c � 11 69 Gill) � \\ // 66�w 66 EP 'YON� 4 59 �� \\\ \°'r8 6 'No 66 sod / �1 ND X 67&D `11 70G 70 Grvo 0 ,i 9> .1.7 67 cND 65? NOTES: �OOo ,5�k GND 666 D 65 1. CONTRACTOR TO INSTALL FULL DEPTH PAVEMENT SECTION INCLUDING �\ 67*D U'4\ i6 SUBBASE AS SHOWN ON SHEET C4.04. ACUT/FILL LINE IS SHOWN BETWEEN \ 11 66;�dDX �o �'J 66 GNDX BUILDING 2 & 3 IN THE PAVEMENT AREA TO AID THE CONTRACTOR IN �,\\ o I 6 G a. \X 67 D �° INSTALLING FULL DEPTH GRAVEL SUBBASE. CONTRACTOR MAY NEED TO \� 665,ND \ 'X P + \ \ / CUT BELOW EXISTING SUBBASE IN ORDER TO INSTALL FULL DEPTH X k660 D 66 ANDING (TYP 67 yn 66 awn PROPOSED SUBBASE. \ X 6A. 66& 66 EP 65S 67W &7 s� Rev. No. Date C 7 06/31/2019 �9 Jx °Fv PIER ss A L Lic. No. 32809 0 3-T�•2�1 S s s`SIONAL �G 65- EP DATE: 05/28/2017 65 Ev 'i`Oc / / SCALE: AS SHOWN i 65','p v J DESIGNED BY: RLR 64 0 \ \ \ FILE N0. 3015L 10 0 10 20 SHEET C4.03 J SCALE: 1" = 10' 17-14 M 88 ni C 8 7x ee 66 R 469iv 87°w 'J 890 68 ,:• 6Sw i 1 VUi i -r °.Ben ew 7 z g 66& 20 10 _ 0 20 40 w 4 J Wo 4 s4 SCALE: 1" = 20'Z A ? m � U d PATIO AREA INSET J Q U 6 1m ' QQ U- W W w 7, �GND ,- Oa 671 _7 7Ad / 70sew 7 [!1 ° HC RAMP (wl 14.9' 7nL B? handrail) 7o sgv 69 1 69 d o 60' ° 70 70 60 7.9 % 69' a , 70 N 70& 70 4 D89 a4o 69s EX. 69%Go -- - - - - - \ y$ \ \�'s, -� / _ -__ ----` -SIS-� f� _ 7, GND I \ -` \ � 1Yi 7O GOND \ � / X71 \331°� ss GNO .9B 1 7oGNr A l .0%68 GNO �_ 3� 30 15 0 30 60 LEGEND s7CD \ �g _ \ -. - 66 GNU1 \\\° \\ Dan \67& X \� R1 CG -12 RAMP NUMBER SEE DETAIL SHEET C7.02 1 �, 38 SCALE: 1" = 30' 70c"o 66 EP �i I a 1 V 69&D ' II 1 Q° 20% \ \\ ° / / 6"'. ie 67c � 11 69 Gill) � \\ // 66�w 66 EP 'YON� 4 59 �� \\\ \°'r8 6 'No 66 sod / �1 ND X 67&D `11 70G 70 Grvo 0 ,i 9> .1.7 67 cND 65? NOTES: �OOo ,5�k GND 666 D 65 1. CONTRACTOR TO INSTALL FULL DEPTH PAVEMENT SECTION INCLUDING �\ 67*D U'4\ i6 SUBBASE AS SHOWN ON SHEET C4.04. ACUT/FILL LINE IS SHOWN BETWEEN \ 11 66;�dDX �o �'J 66 GNDX BUILDING 2 & 3 IN THE PAVEMENT AREA TO AID THE CONTRACTOR IN �,\\ o I 6 G a. \X 67 D �° INSTALLING FULL DEPTH GRAVEL SUBBASE. CONTRACTOR MAY NEED TO \� 665,ND \ 'X P + \ \ / CUT BELOW EXISTING SUBBASE IN ORDER TO INSTALL FULL DEPTH X k660 D 66 ANDING (TYP 67 yn 66 awn PROPOSED SUBBASE. \ X 6A. 66& 66 EP 65S 67W &7 s� Rev. No. Date C 7 06/31/2019 �9 Jx °Fv PIER ss A L Lic. No. 32809 0 3-T�•2�1 S s s`SIONAL �G 65- EP DATE: 05/28/2017 65 Ev 'i`Oc / / SCALE: AS SHOWN i 65','p v J DESIGNED BY: RLR 64 0 \ \ \ FILE N0. 3015L 10 0 10 20 SHEET C4.03 J SCALE: 1" = 10' 17-14 �■ e 1� )ME ■ ■ III '■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ : ■ .. ■ ■ ■ ■ ■ ■ ■' III ■ ■ _ ■ ■ ■' ■ ■ .' ■ • :• . "" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ it ■ ■ ; ■' ■ ■ ■ 7 ♦ . [ . IT . . . . . . . . . . . . . . . . 8"INLINE DRAIN TADAPTER CONNECT TO STORM SEWER CONNECTTO R SEWER CONNECT TO STORM PIPEMEN mea _ , . • . -- � i tYFY.71u7J1J3� din' � �1♦[�! — ' � � --— —- 'jVt7n&�241-, ' �.I .moi}!!,- Nmm_ _ 1117 709" ice► ,'•.K�-..�... .i-� -_ ��_� -: ...u. -.e r 'J,1-.�• �, '7.� .. _ ■1 rww�r ww www www. . ' . •_ • ® I _ .�www�ww� —NN NN NN,` Zwwwi�ww�irwwwiww_ww�l • �© ,Zwpq •• _ �_wwuwww���u■www��www_ �w��T�wwwwwwwr ' w�r=w� www �_�_' , , 1 , y ImNNN I wwwwww No..�_ . -`. • .wwlawwwwD 11 ww ■rwww■n��www....�—_ ...www ww—i wwwwwwwr��w��ww.■ww..u... �ruwww� 1�__un�wwwwsyi�rwwwwwwwwwwwwwwwwr rrlrr�wwwwwwl�www�wwwwwwwwww• _ �r�rrr ■>,r■wwwwwr■wwwssawwwwwwww�Lu 0PER • _ - • ' ' ' ���� .:C���� �� w� ��••---� 1 �Lil��rr��wwwwrawwww�w� 1\ �I��L�I�I=a ��■. � VIII � _ oot_�>rra�o,�w,� via L71R. 171 OG%D L71 �709. CG-2CURB-"'I CONNECT TO STORM SEWER 4"PERFORATED PIPE 709� —N, WITH INSERTA-TEE • FLUSH WITH SIDEWALK G —� G FINISHED GRADE - DETAIL PLAN VIEW G zE- M U a > Z Z A Q C) �z � wo G ---- \,J W G--Z Fly oil a � a O —� G FINISHED GRADE - DETAIL PLAN VIEW G 68 DRAINAGE TRENCH 2 WIDE DRAINAGE TRENCH 2 WIDE LIMITS DF DRAINAGE LAYER SLOPEDTOSTOI STRUCTURES \ SLOPED TO STORM STRUCTURES #57 AGGREGATE DRAINAGE TRENCH 10 I SLOPED TO STORM STRUCTURES F za DB �. 908 OB Q 4fl 4E : L a LIMM F DRAINAGElA - 69 69 69 69 69 69 _ _ 6$ _ 69 _ _ _ _ - - ¢RELATE _ _ _ _ _ _ — __ — _ _ — ._ —� — ® _ _ _ _ _ — _ DRAINAGE TRENCH 2'WIDE 68 �s, ;<.. _.. �. sy _ —.�'� 4@A _.,, .., t.,.nq _� — qys 20 i�P.o . , _ 4j _ ¢L _ _ r J `� 9ra� X ." X. X X694a X X69nT= 0 0 0 _ -. _. 4 I i SLOPED TO STORM STRUCTURES X69 6969 rva .{ 696 f ..� _—�-� _ — 69 69 6833 68 Toa -69 D� X �TiB sv 46A ...,j — 68 8� a D) 1.. 68 gN o _. o -o r�-_� moi. w� i0 / as flQ .. L ®� — — — — i 49 a I i P i ' ` 48 1 TI ,I L—� i ��. - o r 1�. 69 g_ -r"�r-� --77 _ - - �� w� �'`T i i 6 Y0 X r� �T-1 .I ' 'z0 'ss r _ 5 _ _ —. _ _ �. ' �g _ ®_ _ 6yao _ _ i ®_ _ _ _ _ 6.$�_ 6g3` _ _ _ _ _ 9 _ _ — ... _ _ _ _ 9- LIMITS OF#SZAGGR DRAINAGE LAYER I L__ YC� _ _ _ __ z�_ = _ -- a`-- _ - -- - - _ - L_ _— — _ LIMITS OF DRAINAGE LAYER LIMITS OF DRAINAGE LAYER LIMITS OF DRAINAGE LAYER #57 AGGREGATE #57AGGREGATE #57 AGGREGATE LP HP LP HP LP HP LP HP U HP LP - LIMITS OF DRAINAGE LAYER #57 AGGREGATE SUBGRADE - DETAIL PLAN VIEW a. a 43 J a a 442 Lic. No. 32809 r DATE: 05/26/2017 p SCALE: i" = 10' p DESIGNED BY: RLK \ ®. FILE N0. 3015E 10 0 10 20 SHEET C4.03A SCALE: 1" = 10' 17-14 zE- M U a > Z Z A Q C) �z � wo G ---- \,J W G--Z Fly a � a O 68 DRAINAGE TRENCH 2 WIDE DRAINAGE TRENCH 2 WIDE LIMITS DF DRAINAGE LAYER SLOPEDTOSTOI STRUCTURES \ SLOPED TO STORM STRUCTURES #57 AGGREGATE DRAINAGE TRENCH 10 I SLOPED TO STORM STRUCTURES F za DB �. 908 OB Q 4fl 4E : L a LIMM F DRAINAGElA - 69 69 69 69 69 69 _ _ 6$ _ 69 _ _ _ _ - - ¢RELATE _ _ _ _ _ _ — __ — _ _ — ._ —� — ® _ _ _ _ _ — _ DRAINAGE TRENCH 2'WIDE 68 �s, ;<.. _.. �. sy _ —.�'� 4@A _.,, .., t.,.nq _� — qys 20 i�P.o . , _ 4j _ ¢L _ _ r J `� 9ra� X ." X. X X694a X X69nT= 0 0 0 _ -. _. 4 I i SLOPED TO STORM STRUCTURES X69 6969 rva .{ 696 f ..� _—�-� _ — 69 69 6833 68 Toa -69 D� X �TiB sv 46A ...,j — 68 8� a D) 1.. 68 gN o _. o -o r�-_� moi. w� i0 / as flQ .. L ®� — — — — i 49 a I i P i ' ` 48 1 TI ,I L—� i ��. - o r 1�. 69 g_ -r"�r-� --77 _ - - �� w� �'`T i i 6 Y0 X r� �T-1 .I ' 'z0 'ss r _ 5 _ _ —. _ _ �. ' �g _ ®_ _ 6yao _ _ i ®_ _ _ _ _ 6.$�_ 6g3` _ _ _ _ _ 9 _ _ — ... _ _ _ _ 9- LIMITS OF#SZAGGR DRAINAGE LAYER I L__ YC� _ _ _ __ z�_ = _ -- a`-- _ - -- - - _ - L_ _— — _ LIMITS OF DRAINAGE LAYER LIMITS OF DRAINAGE LAYER LIMITS OF DRAINAGE LAYER #57 AGGREGATE #57AGGREGATE #57 AGGREGATE LP HP LP HP LP HP LP HP U HP LP - LIMITS OF DRAINAGE LAYER #57 AGGREGATE SUBGRADE - DETAIL PLAN VIEW a. a 43 J a a 442 Lic. No. 32809 r DATE: 05/26/2017 p SCALE: i" = 10' p DESIGNED BY: RLK \ ®. FILE N0. 3015E 10 0 10 20 SHEET C4.03A SCALE: 1" = 10' 17-14 NYLOPLAST 8" INLINE DRAIN: 2708AG _ _ X1,91 2 (1) DUCRLE IRON GATE (1) DUCTILE IRON GRATE 7.5E 5.25' (2) VARIOUS TYPES OF INLET& (2) VARIOUS TYPES OF INLETS OUTLET ADAPTERS AVAILABLE OURETADAPTERS AVAILABLE: FOR CORRUGATED HOPE (ADS FORCORRUGATEDHDPE(WS N-121HANCORDUAL WAIL, 14-121HANCORDUALWALL AOSIHANCOR SINGLE WALL), ADS)HANCORSINGEWAUJ, 4 -ADAPTER PVC SEWER (EX SDR 35), PVC PVC SEWER (EX 80135), PVC DWo(EX: SCH 40), PVC C906CB0& DWV(EX SDH 40), PVC C90NCM CORRUGATED& RIBBED PVC CORRUGATED& RIBBED PVC ADAPTER WATERTIGiTJ01M (1) DUCTILE IRON GRATE (CORRUGATED HOPE SHOWN) 72P (2) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: FOR CORRUGATED HOPEAOS NAZHANCOROUAI WALL• PVC SEWER (EX SDR 35), PVC DOR (fx: SCHTED & , PVC CBOBIC905, CORR86AlE0&PoBeED PVC 1-OM1E49000GOWRSHALL�0000LEIRIX1PBtA91MNDSOPME THI9 PRWTONCL0.9E88'JaJECTM4TiERW WHAT DRAWNBY FIA MAIERAL a1aaY AW TD8]a6, WITH IHEEXCEPII[NOFTFa:BRONZE GRATE Nri0F1A8TN0.9PROPRETMYPIOHib. 1NEPECEIm IWM.GAIM1a 2-CPAWMaECONNECR011BNB.DNf iXRiTNE6SSHALLCONFCPoRTO ORFOBSMMOFTHIa PRNTOCESNUICOKER, mm 0F2&M TAT �Q PNMumm2m A81MDS212F011 CORRICATEDTDPE PAB&HNitORDDM WNL)& T%NI3FERWIDCEN$EmEV3ECFTHEDFSIC M r4ylO last• Fm(m6aaa2410 9DRSSPJC. TECHNMV.INFORN "SHOWNHEREW PEW®&y CG pRIJEIT IK.,UyE d rw'nN°PNMul.mn S- cwA-uWm&FDRRYvE .CECN.Y. RENIOWCIIDN OF THIBPRMORNIYWFOPNATWN TREE 4-acTVAL DMFNWExaMArvurr. comAWm xFRFIN,ORx.NUFACICRECFPNY MTE o7-n1a eW WtmE"RAwaGIW1oE1Aea anR2E HmaROM, FDR TK DIW,xosuRE To mHEBs N FORNWEN,G(CEPTBYSPEGFlCWRRTEN OWOm A 9CME NR 81a£T 1Q1 OWON0. Tal}11aaN REV 0 PERMISSION FRAM Nri0RA4f. GRATEOPDON3 LOPD RATING PART% ORAWNG% STANDARD UGM DUTV (S 7001-11 1 SOLID C04ER LIGM DUTY Gd3]CGC ]001-11a1 ERDFPE NIA G3 -11 1 OCV,E NIA IT XDI-11ai ] 45• MAX WITH SO SACKFILL .. tanom fi. e -• . •►1 -PVC HUB (SIZED FOR LATERAL&••s•i�PIPE TYPE) -RUBBER $LEM PIPE ADAPTERWITH HOSE CLAMP4"FOR 12'-21V PIPEff'FOR 30'-W PIPE MIN. TRENCH WIDTH(SEE TABLE) FINAL 7 BACKFILL MIN.COVERTO MIN. COVERTO FLEXIBLE PAVEMENT, H RIGID PAVEMENT,H INITIAL BACKFILL SPRNGLINE HAUNCH BEDDING SUITABLE FOUNDATION NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPUrATONS'. LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES IMO BACKFILL MATERIAL, WHEN REQUIRED. 3. THE INSERTA TEED CONNECTION SHOULD NOT BE PLACED AT AN ANGLE EXCEEDING 45• FROM THE SPRINGUNE. GREATER ANGLES ARE SUBJECT TO DESIGN ENGINEER APPROVAL AND MAY REQUIRE PREMIUM BACKFILL 4. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERAL AS SPECIFIED BY THE ENGINEER AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 5. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1,11 OR III, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER UNLESS OTHERWISE NOTED BY THE ENGINEER MINIMUM BEDDING THICKNESS SHALL BE 4- (100mm) FOR 4'-24- (tODrtmE00mm); 8• (150mm) FOR 30--BO-(750mm150Omm). 8. INrl AL BACIMLL' SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 5' ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 7. MINIMUM COVER MINIMUM COVER H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12' FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12 -UP TO 48" DIAMETER PIPE AND 24' OF COVER FOR 54"-60' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. z NEv. DMw HWEM em,9/ne,WG pfV. DFdfAIF1HM1 ]N®4 TEE It8'1' (mm) RECOMMENDED MINIMUM TRENCH WIDTHS PIPE DAM. MIN..TRENCH WIDTH 4' 21' (1oomm) (533mm) C 23• (150mm) (584—) 8• 28• (2DOmm) (6BOmm) 10• 28' (26Dmm) (711mR) IT 30' (211 (762mm) 15• 34' (375mm 861m0) 18' 39' (450mm) (991mm) 24' 48' (600mm) (121Bmm) SO' S6• (750mm) (1422mm) 36" 84' (900mm) H62Mm) 42• 72' (1DUMM) (1829mm) 48' 8P (1200mm) P32r—) 54- B8' 1350mm) (22&5mm). BO' 95• (1500mm) (2438mm) IWDTRIIFNaN W.w 111111 HauARD,awoaam° RETAINING WALL "E" ROCK OR PLANTING SOIL V'LANDSCAPE OR PLANTING SOIL mOR PLANTING SOIL (SEE ARCH PLANS) CG 2 CURB(SEE ARCH PLANS)FF=671.00 (SEE ARCH PLANS)2% FINISHED GRADE '�E L050go6" LANDSCAPE ROCK 4" SOL D (GEOTEX 361 OR EQUIIII LENT) SUBGRADE 3(SEE ARCH PLANS) PIPE(MIN. *'SOLID -j GEOT TLE FABRIC1% SLOPE) DRAINAGE LAYER IGH POINT PIPE (MIN. (GEOTEX 351 ORGEOTEXTILE FABRIC 1 % SLOPE)::X 351 OR EQUIVALENT) 6" WASHED #57 QUVALENT)DRAINAGE LAYER 4"PERFORATED AGGREGATE DRAII AGE TRENCH 4 "PERFORATEDPIPE (DRAIN ToAGGREGATE STORM SEWER) ToLIGHT WELL TYPICAL SECTION DRAINAGE LAYERAT HIGH POINT AGGREGATENTS ASE COURS �=670 80K# PAVER WALKINAY - LOCATION MEANDERS ELEV.=670.95 1 DEPTH FOR DETAILS) . L,.1 . . LANDSCAPE ROCK -�I - - !•!� -:m. - •gyp �leC�` • WASHED RETAINING WALL "E" 0.48' DEPTH (SEE ARCH PLAN FOR DETAILS) ELEV.:6 .35 6'LANDSCAPE ROCK 6" LANDSCAPE ROCK OR PLANTING SOIL OR PLANTING SOIL (SEE ARCH PLANS) 2 CURB (SEE ARCH PLANS) 1willi .=670 50 FINISHED GRADE ELEV.=�70.00 jj� 2% GRATE Is X/�\\.\\/�/\\//\\\\//\\//\\ 6" LANDSCAPE ROCK (GEOTEX 357 OR EQUIVALENT) SUB(iRAb� 4" SOLID PIPE (MIN. I% SLOPE) PERFORATIONS 2 4" SOLID (SEE ARCH PLANS) GEOTEXTILE FABRIC GEOTEXTILE FABRIC Fl FV =669.30 DRAINAGE LAYER PER DETAIL PIPE (MIN. (GEOTEX 351 OR (GEOTEX 35101 EQUIVALENT) 4"PERFORATED 6" WASHED #57 WPOINT I% SLOPE) EQUIVALENT) PIPE (DRAIN TO AGGREGATE ELEV: 688.60 4" PERFORATED DRAINAGE LAVER STORM SEWER) PIPE (DRAIN TO 8" WASHED #57 SOLID DRAINAGE STORM SEWER) AGGREGATE PIPE TRENCH DRAINAGE LAYER LIGHT WELL TYPICAL SECTION 6" WASHED #57 AT LOW POINT ELEV: 889.08 AGGREGATE NTS 1. PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 2. HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 3. TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE WRAPPED IN AN ENGINEERED GED -TEXTILE FABRIC. (GEOTEX 351 OR EQUIVALENT) NYLOPLAST OVERFLOW GRATE (TYP.) (SEE PLAN AND PROFILE) PERFORATIONS (PRIMARY DRAIN) SOLID RISER OR DRAINAGE BASIN (DRILL PERFORATIONS 2" MIN PERFORATION SCHEDULE A° y C STRUCTURE ANGLE B NUMBER NUMBER SIZE BETWEEN ARC OF HOLES OF ROWS HOLES LENGTH PER ROW s 120° 0.5T s S 1T' 60° O.ST 8 9 iS a0° 0.85 s 3 CENTER TO CENTER AND STAGGERED) NYLOPLAST DRAIN STRUCTURE MODIFICATION NTS DIAMETER VARIES 00.50" MAX BETWEEN 6" -15" r2J2 e C FC SPg 27-17 z E- uj U E -I Z Ql Q y H J_ w Q W a � �U W L W �, Lz x Z � a )n v. No. Date 8 04/28/201 RAt�Y L PEER ,q Lic. No.,32809 DATE: 05/26 y z O U NUN W W Q NWN W /2017 SCALE: N/A DESIGNED BY RLK FILE N0. 3015E SHEET C4.03B 17-14 dN�CpE d �0 I MILL STING �77 1l•OVERIAY --���--------!!! -II � I I I�I II III I�I �I I I II OMATCH EXISTIN� Irl a� o ....... ......... �OoO � -�-- O ° O°o�0 lj'OVER I Z w xxxx �Xxxxx xxx�Xx -A Xxxxx FC SP// 27-17 . ory Uv. �... . i.... .MA EL ROOM . . . . . MNN LIOSEi SPPoNIIIER ' . CV) I~ VH^I a I DN UP 79 'I I 1 I I 1 I I 1 1 I -I -I -I -I -I -I -I —I E - E U w� M a u.. �! X�xx � W a w w LL z a 0Ila _ �i- •, � /Ll A 1 1 / 1V 1, / y 11YY\\� , % V. %4 PAVEMENT SCHEMATIC (NTS) r o°0000 -4. MILL & OVERLAY -ASPHALT AREA leei ��� ill 1��� ®- 3. MAIN SITE DRIVEWAYS -ASPHALT AREA �-2. EMPLOYEE PARKING MAIN DRIVE ISLE - 1. EMPLOYEE PARKING -SPACES �-LOADING DOCK PAVEMENT Rev, No. Date 5 09/17/2010 30 15 0 30 60 FD /� SCALE: 1° 30' n ✓ � / = U� RAND Y PLER Lic. No. 32509 �. A?¢1L-lli1 11 ALL PAVEMENT STRIPING TO BE TYPE A WHITE PAVEMENT MARKING PAINT. sr NAL IO TYPICAL PAVEMENT SECTION #1 TYPICAL PAVEMENT SECTION #2 TYPICAL PAVEMENT SECTION #3 TYPICAL CONCRETE PAVEMENT SECTION NOT TO SCALE EMPLOYEE PARKING LOT - PARKING SPACES NOT TO SCALE EMPLOYEE PARKING LOT - MAIN DRIVE ISLE NOT TO SCALE MAIN SITE DRIVEWAYS -ASPHALT AREA NOT TO SCALE LOADING DOCK PAVEMENT DATE: 05/25/2017 — 1.5" SM -9.5A SURFACE COURSE 2" BM -25 BASE COURSE 1.5" SM -9.5A SURFACE COURSE '- .::.:T:' 3.5" BM -25 BASE COURSE 1.5"SM-9.5A SURFACE COURSE 2.0" IM -19.0A INTERMEDIATE COURSE .,. ._'�' _.. "?."�� 3.5" BM -25 BASE COURSE SCALE: 1 = 30 S . .; ,:.,._•'.;�, .� :.+;,�-:.; .-.-''': 8" 4,000 PSI REINFORCED CONCRETE WITH ex6W2.912.9 W WM W SUBBASE VDOT STD. 218 6.0"S UBBASEVDOTSTD.21B 6.0" SUBBASE VOOT STD. 21 B 8.0"SUBBASE VDOT STD. 21B - —I — - —�—I —Tm —COMPACTED SUBGRADE IMF MI f� it n� a III— fr— —�—o— —I I I=II `—COMPACTED SUBGRADE rlTi_--1 i�Ti—ITI—IT�ITI� —i i — —� �I—T—f1—� — ---COMPACTED SUBGRADE uT-1Tl_Ti`�i—T�T�T�Ti= MFUMN I I COMPACTED — — (COMPACTED SUBGRADE TO 95% DENSITY DESIGNED BY: RLK — (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT — (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT (COMPACTED TO 96% DENSITY AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT VDOT VfM-1 METHOD) FILE NO. 3015L VDOTVTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. VDOTVTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. VDOTVTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST OF THE U SECTIMUST SUBMITTED FOR ACTUAL ON THICKNESS PRIOR O CONSTRUCTION.RMINATION OF REQUIRED SHEET C4.04 17-14 D. IanHM of 6t arm. (t) Atleaet than prhrmtawalh Mal Ivduetrud, mmroemW, pwu W smlpldic W wMadeletmotum With three W marcdwallimiI PW 4ht12ture Shall be wttbin am fast oft man, fin teat, w Pdvab in-. (a) summit e..ding 3o fest In bight dunnm Mut Wckmom than So bet fmmaenmt, R.I. or prime anet. (S)wMA anyw bbaomofinil beyrabe0a. bolim, Including Warotddted to 8roaodeam wub, Me antedate wally sFeto atpmntb.and etdomebc fin-axth ledhby sonemy is provided, end approved by the Pet Mu" Or hiather designated mpmr Ww a an smaptable aRemWvs, gubecda D(a) eba➢ est apply. WThe she Marl Or hB%lace dw[x=bdrepnaeantedvemail, Inmwadrehh the lowswiwber fire mmpaAll mute alane two roam of setas fidfire aPps=tue lust snmmmuld end hembrid stranumu. Than eves weya Mail mail the requirements afeubmdam fife). (a) I,adaoapilg or atter obabuedest then not lx ptamd amend akuomret or hydnnn In a manner m ev 1n impair ar impde am.muty for flro-iighdlng and rac=e aperafuu H. Water supply, Cl) Water Supply pwnma Step be designed an AI to be=peble DfaupPlylR3et dna y =, pallor= pm miab a w pounds par sgLnte Lich. Web[ suppllrle Mall be mads available Ltd opaatlonalbefore conbludbla Ste on rib during nodus don (a) In arwS dmlaped with doglahmiydalachol orduplwdweNagukb, IMAM dull a Me hydrant Within eloo fat Mall alb le amt developed with throe On I dwelling mita pr eNaure, 0ub than be ahytleat within Son feet Mall al In l=ean developed whh.b of man d"Ifing Ynlh par slNm ens, them Shall be at least two hydmbwftbin Soo feet MSB urdl In atm dweloped with nduatrW W com medal doodr,02atb), than 61128 be A hydrant With in Ba feet Mall PWU M allay sDuaram, When one hydrant to dedicetedw dm opomon ad Scandalpa MA . than aha8 be a' mast am other hydrard mewing the dha regebemenbant forth exam item hydrant medical to the Operation Mthe etecelpipe syaom Mae at Ix farther than Ste fat ham tha fe,apipa Demme maeannab random Mit SeaionehS➢ be Mang nmvifte roodaml, .Da aaleageWbcee mmdng the rarpdremenn M a Ant line (designated ore un iddipal where appmop tae, but in an eamasAn each by&= dull bedhwdyfrom a roadwayamt/W Brehaa (W AN bydrauN SMB be mwked in Accordance with the Froder nk CDnmyBeamtlon Authady policy. (4) the hydrate n loomed In perking eros dmf tx pateabd by brrlare them wID pnwnt phy.M danvge frumwhiclm (W Fire hydrant, Mae be ImMl within Sema feet Mthe verb HAS clfa lam, Itrata W private ehreab wan latah dag.art, emteu ways. (6) Fla hyArma shall be WhBed Ina ..Mom wlththe atendaNe mthe FW%ic cCounySanitation Authority. t7) Til Do fire hydrem Outlets Shelf orsfomn to Fradmick Count' got AndonAMoulty Polil (8) Fire hydram 4hall beauppliedby mor into then aelxdneb diametWmaPo. N P q - a �s a . - as ■ =--_�����e�tc�ririrlilri.mac=l�ll�����1 low-®rC .-am�sGna� T re POE BUILDINI Sol ancel Al GNWPE e ■ �� W II _rr , 1' Ir1�J � ♦ ��1 rI I .� i ... � � � ♦ � i ia1� fir:: III''V �� % ',> � F F ► �� III / '���f'► , �i � / `\ / 411 � � � 1111 \ �� �.� �• e l P ♦ I �l'' ��'�/► /��' ` 111111 ` � •.��) t-' r 1 1 \� I �IIF\� III IIS III UI Illll�lr VIII pull\ �1.��1 er ` tI,11�1" 111111 dli .II �I THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY 50 25 o SU luU SCALE: 1" = 50' Guldallnam raf r ced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 01943 Mnlm:enm Whom ore fin apparatus arms, rade an nqulred, they Mall be plead a c litann span Navel to nm bb Man one he of Mo I adMe MINIMUM mronll dlspml dlmmplon of the lot a area b be so sad, m ssumed In a Knight line betWaen ems , NCr]ON x1031 AERIAL FIRE APPMA7L'l =En MMS 0106.1 Wham mail wrl wnkal tlwana between the grade plea andtM I lehnt rodwMp etas. Saint (9144 mm), BPpawd .mai Are apparatuses, =do Mall be provided. for gurptas Mdhiluctil 04 hghen roodwrhasholl N tlM,MASA W mutunm.mftth. ss. M. patchW root the Imruabn MSM ref forth nMrlor wash ntM tap of pneP$t Mlly whlcM ilmmm, DINS'i dth A.HaIAn appueu,am.a roadtthml hew • minlmum unmonahad Wah MI6 Athl (7915 mm), as .shbr a .Muiders, Inthe hnmad ft NdnityMtha buntlineapordaethsaM. b1NApmintlyftwldag M lautwaarth. mquir embnuM moadng An condition Mall be W= dwithinominlmum 035Ant(454 mm) and • ma.lmum MBDf M (gi"mm)fromth. b.114UN , antl atoll be mltimW parallel foam aminerid. hath. buTding.Thaslde vfth. bu9mngvnwhkhAN ndel @f appMw emu, Media psMvnW shall b appm d Who Anode Mhcl H. DLMAGh 41100 OveMatl Wally SIN power IlneedWl nal be IO=led Aar Me /eMl Rn appMue ameas roN abetween Me seriatim ant All Mad and Me huIWI Other obaNabmithe R M paynhod too b placed wrin the appmwl of Satre ode official. ACTION 01M MULTIPLEFAMILMNJOWTIAL OMLOPMMM blN.i Prolrb haang mon Run iadwallngunho Multlplehmlly mldntlel ll hal mon than 100 Awdling units shall be squtpptl throuthoutwith two upM.andappm dfln.ppratWwenn Matla psplm: Prcljsb hwlni upM 1x0 dw.Nlng unibmy hew. alnp..PPraW Mn appMus.mn road wan all bulMlngyIncllNing nvnmMntlal acupaMa msulpptlthmehatvete appmed.utanalcspdnk system, IMaIIW in%nammc. vets 4llon 9x9.9.1.3 vr999.9.3.3. Guidelines rotprmwtl from the 2012 Frederick County Fire Prevention Code APPENDIX 0 FIRE APPARATUS ACCESS ROADS c , ➢weAPnelsbhwlng mvnth.n 3m daNnngunlh Mulveiafemlly may 1.1 projects Mori mon than 200 dwelling unix than M pal&tl with two nftrati d spproved Ane appraW..aeu ro.&M.dlw nwhaum they an eplpp.d with an aprsatl.womaala lrt ,Imm. lECMON 0101 ONE-ORNJO-fAMILY FNeIOENTIALOEWLOPMENi3 0107.1 GAS, at wm Iy dwallN re Idel development, Dhebpmema Mono- a twedamly, dwellAge whom tse number of dwelli rp Anne t==ail M Mall be ploWdad with two Aspirin and approved Aro opprin is ita11 mal and Shall meet the requlremertb of Section 01134.3. Eknelaa: 1. WMn there ere mora Men 30 dWNling unfdln a elngb pbIIE of pavan flreaparatueemsS map antl ell tlWNlml units are equlppd Mmal Win an Manuel eunmstic sprinkler System In.mar&nn who Semon 903.3.3.1. 903.1.1.1 a 903.3.13 Mime InternM,b sl fire (aft, ams, from two dlralton, shall not be nqueed. 2. The numuraf Swung ur to 10,06 An aFparmuueass Mad Mall not M melte=d unless flne.Fpsae satin Ma& WII normal lith mutilate davolopmny as dederm real by the An ado olmnol. ASTM F=-DSSbndeN9pc1R=ii br Aummebtl Whlalrt Gib Gonrovctivn 111035 ICC IK-131nhmatloMl FlraftetlS 0103.5, Guidelines rehronced from the 2012 Frederick County Fire Prevention Code" 0109.1 UL 324-02 Dmn property, SSW, lauwr, and Wind" Operators and SyNm%, with Nowltan4 til l 131 Fetxwry2ppg m Frederick County, VA Lacalordinanmmfemnmdflmnhttb:{/.cod g6o.e=VS7oSOA➢ 190.4 Gea lenl eequb memte Thu tollaM.S,*q t dredeppyneBcaanvdon Wlalddmbpth.Dtthavklas lna MtM Oneyto whidltNecdclespplles: A. Meths ofd for tore DBpart apparni (L)Thima afro br lNn DePanma[eppsahuand prnnml Mod codet MFA.lam , pawn atrtaa SweA puling lot utas W ammbine(a Merest (a) Pu Negro ay mem clause shall ant be pumltbd within t6 feat cls M hydnny ry ioldler ar abrNptpmnmad= W namyother manarwhich will obmudar nMfere With the AM Deputmne4 m Mthe hydnmoroamW= (3)Zic pridneMs. Am &h. dMpata lndlcadngAll paldaS Wpmhibi[edehelibepraviAml9all ==I and mnrpnvl fias4pdnb b Mom, ad-Iddu Mfast ofemb8n hydrant, tprinklaeW maeadplpe oftftiba. H. Fbmlautha. (1) Thu FWMSrehal orhbihwdsgmwnpr tmim lnaaosn Wth 601=1 Valatmdn aaopany. buy doeignaeboth publicandprNab&alamn ngatledtW thsaehbaaMeffaetive we offive aat�wLa`wna�'nr, �te�nva e�irlld�ela�aawlb�A:ah.haum�l�e�e.��➢se�vahWa and Th481c, MthoPSadeia Catny Coda. (a)Plmla t'MllbaabwwbetinwlM,withthamdedpclonstmtho4b male 106utfmm the etnlomxe,Mmapvebdafaherd alwvssthu arhwadaquabydeeynthlbwplwmany elm appnma Idmtymlu opvnemdb metsdne hem orbs Dfmburfeoeeaemutlon dedgvvdm.upprttho anmbe&MHMeboveaar[aae AWxe ooreredatM mmonthatLLslndtuafeW mood,mbody anideitbndli MeuMclent 19aethft eMtvtWtab timing by railfin sppuatve 1➢aymbe apLpftdmluhemht9reuna (S) Fief nnumaectlng te pub0c etran, toedwawmPdvete atrab duB bepwadedwith mebeuh mdaodW atuse twotatbayondeAchadpMtheflre lea (4)Chelw orotbmbarderamq be podded athe antras b 8nlmawp2ivebatteeb,praddsdtha McYare better ecroAhtgftlho rthrylmmmdeclMeAutludyFtadngUmhdlmimi. C. Parwmtotlanm. Pru•Htglmunp exellMw a rddanaMrgfeeaberwNth belwsn tate Mpabdwhkdwfm vakdeler amax ad movement 0103.SAam.M IrlWlni Ragan, Will or pvrticns of WIltl(rythetal mmtnabdah.11 W., aible On gra dapnmamappnta by way of in a,proud fln, Appen tas acorn Matl with in uphelt, anmrab ar other approved drlNng uAlan =pee of auppningtM Imp%M and &fin ipporatw "idllng At Inst 75,00) pound. 134OW 41. 6EC11ON Ow3 MINIMUM EPUINrATI NaS Whom aAfire U Ocwftatlit• hydrant a. Its apparrtu, amu teed the Mnlmum Matl wNth aF..11 M 36 hr. (1915 mm), Wall 0 Shouldert(en Filum DiD3.1). -T err n R rrP. Il *m m s"3' ova e PnpWtaWAE1pA pFaOY'Y' MINIMftm.ARRE CUAE.aRC .w. PRNaoM4N7Pe i ra of a3 P 1HI100Tw,WERNFpa. RCCFPfpaE NRRrN1NE TOIMFaa NMIMERll P FIOUNEDI aE NDFIREAPPMATWACCEN RDMTURIWR➢UND OLOUSIOe Fln.9aral vmase roe& shall not ec.W 10 percent to mm. Faetal Smaasamps ern w pant AS pprand by the An shall Guldellnel referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS biaM3 .immi.. The minlmum Wmlng All %Nell ho daaalna by Me M and. a icl.l. e1D3A Dstl thee. Deaden fln epantuefrY11 Made In a oof SSD feat(45 720 mm)aMil be provided with width and turnerauotl proaaes, In amomen=with Table D1NA. e....A ore eweun. etasn seed LENerX WaTX Guidelines rehronced from the 2012 Frederick County Fire Prevention Code" 0•=b APPENDIX 0 FIRE APPARATUS ACCESS ROADS e5". S=DNaw1GMERAI m 13w33S=ae Nt•16x Fln uproW,.maseroe&Mall be Inacannamawith thisappendw ntldlothu Al muimmnbofe, IImMiloMl Fln Lade. awrrao 0103.SAam.M IrlWlni Ragan, Will or pvrticns of WIltl(rythetal mmtnabdah.11 W., aible On gra dapnmamappnta by way of in a,proud fln, Appen tas acorn Matl with in uphelt, anmrab ar other approved drlNng uAlan =pee of auppningtM Imp%M and &fin ipporatw "idllng At Inst 75,00) pound. 134OW 41. 6EC11ON Ow3 MINIMUM EPUINrATI NaS Whom aAfire U Ocwftatlit• hydrant a. Its apparrtu, amu teed the Mnlmum Matl wNth aF..11 M 36 hr. (1915 mm), Wall 0 Shouldert(en Filum DiD3.1). -T err n R rrP. Il *m m s"3' ova e PnpWtaWAE1pA pFaOY'Y' MINIMftm.ARRE CUAE.aRC .w. PRNaoM4N7Pe i ra of a3 P 1HI100Tw,WERNFpa. RCCFPfpaE NRRrN1NE TOIMFaa NMIMERll P FIOUNEDI aE NDFIREAPPMATWACCEN RDMTURIWR➢UND OLOUSIOe Fln.9aral vmase roe& shall not ec.W 10 percent to mm. Faetal Smaasamps ern w pant AS pprand by the An shall Guldellnel referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS biaM3 .immi.. The minlmum Wmlng All %Nell ho daaalna by Me M and. a icl.l. e1D3A Dstl thee. Deaden fln epantuefrY11 Made In a oof SSD feat(45 720 mm)aMil be provided with width and turnerauotl proaaes, In amomen=with Table D1NA. e....A ore eweun. etasn seed LENerX WaTX NA mw Iles 0•=b n Manuel m.aoo m abfmt&mnnnthA WfwtY yr aakmdlrmwrvula. wacnrnrlawa RLun WW.i Nt•16x the t74dml XmmarAatl, eDfp1.1` th e6imtwlrinwnldeAspee4mmaroteaNMFgmaiCe.1 awrrao I.IPmA Gam Gam NnappMw ammirntl pis s4uHng the An apaMue.ouu roe& %MII comply with all Mthafollowlnp crMda: 1. Th. minlmum pro Width dull be 201st IEN6 mm), 1. Gas.Mll be Mtha awlnging anlalmg typ. S. CvnaNcden Mptu shill be M mearla%theallow manual mean. byan. prod. A. Gee anmpvnenb Mal be realmalned in in notation mndltlon Nall rima and mplewd or Mailed when tlefatla. 6. Eleal le am, shall be, equipped! With Maas, of opening the Sift by fire dapanmem pnanel for waopney amen. imam" opening doom shall ho seprand by the Rn rode offlebl. S. Mandl aanlnl ten, eMll ns be lockedwith t padlock at then and Maine u6im thin an capable of MAN Mom by maim offorget, entry tea or when a try cos contalning the III b the lack b Al 4WOpit (Mlon. 7. beHng dhow oe IMMoM Shall AS automated for approval Who Aro code of0bil. S. Eleatic pro oper m, where prhlded, Shall to Il In =Mace wain UL W. 9. Same Intended for euftmnc opthain the n be designed, mnwu and Instalbd ft wall with the rpulremem% d NATO F 2200. Guidelines rehrenead from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS b3Ne pp, When mend by Me Arc Once aTelal,fln swome aemu roe&all be morMd with unreal NO PMNNG-FINE LANE cgs, anmhning wish all 0103.6. Ups Mall have. minlmum Aim ... AM of 121nchu (90S mm) add. by 15 Imhs(4S7 mm) hlpl antl team rel taken on a whim M.hoeenund. Signs Mea be posted a cr. Or WM.Im of IMAM appMu, rad s nqulred by Stolon 0101A.1 M 0103.6.2. SIGN TYPE 'A' SIGNWPE"C„ SIGN 7YPE'D' SIGN ME MODIFIED 'V NO PAMI FIRE LANE fPA E iWE IANNE T Ft Mae So I-'-dr--i i' --'=•-i i' -12'-i I' -t2'`. -a AMSC O,aA tear I.Na NEMS DS .1 Rash w ft to lee In Wdth Fln Is. din. n tpslRn l In Saalvn Dw9.6Md1 W posed on both dtls of An apparatuses.. Mads that an 20 to 26 he wide 16096 0 7925 mal, D303A3 Raft men thanID ba In Width Pine Ione signs s Mall ed In Sal Ol M,II be imam en ane etle %fen Space ratty 4=811 Ma& men then 25 foot am 11925 mm) and len than 32 feet wltlth 197M mal. IECnON 0104 COMMEMAL AND INDUVI IAl ME10 MEWS 0100.1 Buildings saatling nine ebdas or 90 deet In hellht lalldinp or faclll Seaetling N feat (9144 mm) or Mm stoMe in hal Shall have at least two MAIM Mfiet appMwems,hrtechaNM.. 6104.2 au MAge. .ft UAM.gan fat A ns 9ulMlrlp Am fvdlMn hhing f Ems WIWI, am M mon then 63,900awn hat (3160 m3).mII M innocent with two Separate. Ad aplrowtl fln apprau..ran roe&. forestial Projects hall inn Wildlnpm, M up m 120.000 Square In[ (22 520 mi) that haw a angle approwtl fire aMeAlto dress mad when all buildings onsuippd throughout Wth appowd wannotio spdntler gloms. O an O G N v V U N C an W C e an WON T 13i N ^OO C C 0 to 3 WI., oe L c Cl N LL iF FC SP# 27-17 No. Lic. No. 32809 3-r�'2r>ti DATE: 05/28/2017 SCALE: N/A DESIGNED BY: RIK FILE NO. 3015L SHEET C4.05 17-14 (y) E - U z ryrl Z `� >� Q > H z J �o E- W E --I U M : r� UQ W W LL z z �� x No. Lic. No. 32809 3-r�'2r>ti DATE: 05/28/2017 SCALE: N/A DESIGNED BY: RIK FILE NO. 3015L SHEET C4.05 17-14 } v� V A VA BIORETENTION BASIN °A° \ \ \ MANUFACTURED— \ � \ OPEN SPACE] Elm \ \ ~ CONSERVATION AREA \ EX. FARM POND \ EX. MANUFACTURED DEVICE'C° (UNDER CONSTRUCTION),\ \ OPEN SPACE] CONSERVATION AREA w C.- - BUILDING 3 t 1 EX. UNDERGROUND STORAGE (UNDER CONSTRUCTION) EX BIORETENTION BASIN oyr✓�,_ //[ \ (UNDER CONSTRUCTION) a C i EX PARKING GARAGE (UNDER CONSTRUCTION) / �/ `an I I I 11 —�� j�ll II 1111 1 i 11\ fj 1, 1ililil\111 �� I ' Ill I EX I ILII I111111�I I,� , / i'i' iiiil I' i 1 1111 � \ � I1 SWM POND B OPEN SPACEI /CONSERVATION _T / ' I AREA 1111 \ 1 \ \ FUTURE TRAIL A V A v \ \Y\\\ \ \\\\\t�\\ \ \ \ \\ \\ \ \ v�\vvv v 7_ Avv � v v v v v \ \ \ \ EX UNDERGROUND • \\ \ \\ \\\ \ \ STORAGE \ \ (UNDER CONSTRUCTION) \ \\ \ III { vCHANNEL \Ls- FUTURE —/ DER CONS TION) \�\ \\ lz lJ/��11 0 \\ V EX. BIORETENTION BASIN -�--- - - — (UNDER CONSTRUCTION) // `�/ \ ✓ / I �� �./ POTENTIAL - Z \ FUTURE — ROUTE 37 OPEN SPACE] �c�—/=`7Z CONSERVATION \\CONSATION AREA BMP LEGEND SITE BOUNDARY VRRM AREA LIMITS A] B, C] D, E DRAINAGE AREA LABELS ,t DRAINAGE DIVIDES DRAINAGE AREAS TREATED BY BMP DEVICES i DRAINAGE AREAS TREATED BY BIORETENTION DRAINAGE AREAS TREATED o W BY MANUFACTURED DEVICES JDRAINA W GE AREAS TREATED BY GRASS CHANNELS / 60 30 0 60 120 FOREST/OPEN SPACE- / SCALE: 1" = 60' � PROTECTED CONSERVATION AREA vironaR°ae"N°mmtldnevMmH.,i >-.xmAP eM.Hmmsredn,mm]ad nussaarma sb mmmw sx Y as m� ' PW6 1YYY�. d t� F YNnn rpII YJiabl wer/cp h al a m Ran W ny m wa Pmimm IMmI 2a EmtlRmNBmRepIMIN/]a t29x EX BIORETENTION BASIN oyr✓�,_ //[ \ (UNDER CONSTRUCTION) a C i EX PARKING GARAGE (UNDER CONSTRUCTION) / �/ `an I I I 11 —�� j�ll II 1111 1 i 11\ fj 1, 1ililil\111 �� I ' Ill I EX I ILII I111111�I I,� , / i'i' iiiil I' i 1 1111 � \ � I1 SWM POND B OPEN SPACEI /CONSERVATION _T / ' I AREA 1111 \ 1 \ \ FUTURE TRAIL A V A v \ \Y\\\ \ \\\\\t�\\ \ \ \ \\ \\ \ \ v�\vvv v 7_ Avv � v v v v v \ \ \ \ EX UNDERGROUND • \\ \ \\ \\\ \ \ STORAGE \ \ (UNDER CONSTRUCTION) \ \\ \ III { vCHANNEL \Ls- FUTURE —/ DER CONS TION) \�\ \\ lz lJ/��11 0 \\ V EX. BIORETENTION BASIN -�--- - - — (UNDER CONSTRUCTION) // `�/ \ ✓ / I �� �./ POTENTIAL - Z \ FUTURE — ROUTE 37 OPEN SPACE] �c�—/=`7Z CONSERVATION \\CONSATION AREA BMP LEGEND SITE BOUNDARY VRRM AREA LIMITS A] B, C] D, E DRAINAGE AREA LABELS ,t DRAINAGE DIVIDES DRAINAGE AREAS TREATED BY BMP DEVICES i DRAINAGE AREAS TREATED BY BIORETENTION DRAINAGE AREAS TREATED o W BY MANUFACTURED DEVICES JDRAINA W GE AREAS TREATED BY GRASS CHANNELS / 60 30 0 60 120 FOREST/OPEN SPACE- / SCALE: 1" = 60' � PROTECTED CONSERVATION AREA vironaR°ae"N°mmtldnevMmH.,i >-.xmAP eM.Hmmsredn,mm]ad nussaarma sb mmmw sx Y as m� ' PW6 BStlk CEdk YNnn rpII YJiabl wer/cp h al a m Ran W ny m wa Pmimm IMmI 2a EmtlRmNBmRepIMIN/]a t29x SIMRmPOMINLmmry qm qr w am om r m eRv,cwv,aN am Ls �r [mylwea am 9 UW je]SH] iT sura OH] im LbTv tlL.. tlCvw N'ttXaRLWP ]L]a b ma YNnn rpII arym, r a m Ran W ny m wa Pmimm IMmI 2a EmtlRmNBmRepIMIN/]a t29x SIMRmPOMINLmmry Ob/]a i mrvwirveeomN,M'1 ]L]a ]mlrr M.eRm�mmembma B.ml ma r°MltnweR.amn.mk.rloraa am ;.mMM,.",.mtl9manrvbo. r a m Ran W ny m wa Pmimm IMmI 2a e I,m am reronp"n�"Mnmm..Pna ��.d roan Irvm]"w°mo-�xam°ewwn.°� o i nammw 1 wmamrvx mP�bdW.M pAY A 0.AO AE IOaI WPo qm m m am 0 am 1 Ob/]a ae w am om ;a n. mnmm xm rN �r [mylwea am a UW je]SH] iT sura OH] Yd MN PbF9 roan Irvm]"w°mo-�xam°ewwn.°� o i nammw 1 .�mnY H°mx BaNYm a.bm ry°m..x wmamrvx mP�bdW.M aM.T,_ msmaprl rmme T.Eme Nmmm �OWnI m.mmxn aNnmmm .mmm wrm d,Nm vw�m T'1 "°gym nmmle•1 ream rl 1 Ob/]a TI n• o -m pae pvea 13 rndivle, rN [mylwea AB IY.mpunntlWSM�.p31 a UW je]SH] iT sura OH] Yd MN PbF9 6d tivbnlbnMm a °r3 .aoa mo Ar tsm,�dmnpmm or M9 aY jN951 2]6 able 0:]3 •° >b fa YB MnukWeN l�nN"dpm a]n�Mum Pmm n. n.0 „ B� it 1pAY AS 2% aM rabl nems. LM g YrvN. mrm NdN •.._. .. ."d -1 TmNrvdan rrnYep"ml a amu T[tllmmaRmrmmvAMm n° .�mnY H°mx BaNYm a.bm ry°m..x .Ironk 0°mE0°a�re,M.w°ew.nN.l YdH.NaNCBwlmw �IMEmrvn ImP�k.�rN rlm4nm] RtmeNmn m�a.bl r.lNe kmbmcele.l Remnm m04M1 ,ww i qm .Mmm OR L1 °pimp ream rl 1 vim Pm o -m oas 13 w.Nl,mml rN mNmdmmm�zmN""Mnremnm .Ironk 0°mE0°a�re,M.w°ew.nN.l YdH.NaNCBwlmw �IMEmrvn ImP�k.�rN rlm4nm] RtmeNmn m�a.bl r.lNe kmbmcele.l Remnm m04M1 it Rmul2n qm .Mmm a.m. L1 °pimp mmyrrmrt•vml o -m w.Nl,mml rN mNmdmmm�zmN""Mnremnm UW W f� LL sura Z °r3 .aoa mo Ar tsm,�dmnpmm or a able r .Ironk 0°mE0°a�re,M.w°ew.nN.l YdH.NaNCBwlmw la,fwm Mmltlrymml �IMEmrvn ImP�k.�rN CEdmb 1 °EdbLt, M mn�nEma Y✓TWI rmaygmp"ml qm .Mmm a.m. L1 °pimp mmyrrmrt•vml o -m w.Nl,mml rN NadmYmMm MIveYVNeMm la,fwm Mmltlrymml �IMEmrvn ImP�k.�rN °r..Hnrt Avwn.n+l '®auO1" M mn�nEma R.MYm rvnn•.n RrMuan 1°nnml p�mmm .Mmm a.m. L1 °pimp mlep n �' rN NadmYmMm MIveYVNeMm UW W f� LL sura Z °r3 20Nn tsm,�dmnpmm .. a a la,fwm Mmltlrymml q51 IE.T. ra.l nxP.. r�.ra�.el an rt Reno. ip� R m im 4.19 L1 Ywm B°mll B.mmm Y.M.ev„Yx.d NOTES: 1. WATER QUALITY AND LAND DISTURBANCE WERE DEVELOPED WITH THE PROJECT "NFCU 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 FACILITIES 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 143-165 (D). FC SP# 27-17 M E- u / z im 4.19 L1 rN w O UW W f� LL sura Z x tsm,�dmnpmm .. a a able r •° >b fa a]n�Mum Pmm n. n.0 „ N aM YrvN. mrm NdN •.._. .. amu NOTES: 1. WATER QUALITY AND LAND DISTURBANCE WERE DEVELOPED WITH THE PROJECT "NFCU 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 FACILITIES 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 143-165 (D). FC SP# 27-17 NCA RANDY L.'KEPLER Lic. No. 32809 DATE: 05/26/2017 SCALE: V' = 60' DESIGNED BY: RLK FILE NO. 3015L SHEET C5.01 ' 17-14 M E- u / z 7� Z L1 rN w O UW W f� LL zz Z x NCA RANDY L.'KEPLER Lic. No. 32809 DATE: 05/26/2017 SCALE: V' = 60' DESIGNED BY: RLK FILE NO. 3015L SHEET C5.01 ' 17-14 �• 1 .'�'" `r , 1, 1 TC FLOW y [ PATH TYP° , '• \ � i � •"�'!:,",, ! 1 -, � •`,. � � `, 4 � 11 � moi.. J 1 !' ✓ l a. Ex. POND TC FLOW", wINGHESTER � PATH (TYP•) P f 4 i—���t f 11 'l',� PRINTERS POND" I EX. POND _ "'rI"RICKETTS POND" I l 'Tir +t 1=X. IN DR VE 1 f EX. SECURITY} 4 .DRIVE -15 . . ...... . . EX. POND�'1 ,AIRPORT POND" r r e � 00 TC FLOW PATH (TYP.) ° EX. BIORETEN I1UN " Atl 141'; 0 ' y O0 C) \ � Ex. POND " "FARM POND" 4 � y `3 13 - 1 , X.14 s t f r ! r , f .r" 1 f . / 1 TG FLOW -.. �� :� ,�!�' ._fir �' -®w �. E F ; PATH (TYP.) T�OTENTIAL FUTLI Ej. ... - f -r � I` /',-,--,.� r ' ' -- -,. _. � . ``�, •� ,tea` � _,�'"„`� Nl 000, ti } PRE -DEVELOPMENT SWM DRAINAGE DIVIDE MAP 200 0 200 400 SCALE: 1 " = 200' STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARY THE WATER QUALITY REQUIREMENTS WILL BE MET BY PURCHASING WATER QUALITY CREDITS AND REMOVING AT LEAST 75%o PHOSPHORUS ONSITE WITH THE EXISTING BIORETENTION BASIN, PROPOSED BIORETENTION BASINS, MANUFACTURED BIORETENTION BASINS AND GRASS CHANNEL. PREVIOUSLY 2.24 POUNDS OF CREDIT WERE PURCHASED WITH THE "NFCU PARKING LARGE PLAN. NO ADDITIONAL CREDITS WILL BE NEEDED FOR PURCHASE WITH THIS PLAN "NFCU BUILDING 3°` THE STORM WATER REQUIREMENTS (CHANNEL AND FLOOD PROTECTION) WERE MET BY PROPOSED SWM FACILITIES ( PROPOSED DETENTION POND 'WWITH UNDERGROUND STORAGE & BIORETENTION BASIN "Er' WITH UNDERGROUND STORAGE). f TG FLOW IN .. TC FLOW + F. PATH (TYP.) I,�•� i 1 r� EX: POND` k' . --' `RICKETTS POND" L 1q, EX, INOEPEND CE - DRIVE EX. SECURITY i DRIVE i 15 fill EX, PON � . f , "AIRPORT POND { I 4A'\' EDU, i1 5 ► TC FLOW;` ~,4 PATH (TYP.) "� �.�--�.! _'� , �\P- .,.. EX. BIORETENTION "A° \\\ BIORETENTION B 1+ �4 �r BIC) E7L. POND ,"'FARM POND BIORETENTION 17 C 114J r I I° �` /TC FLOW MI. POND ��A-- "WINCHESTER PRINTERS POND - Y1f f PP ,� F P r J I r J EX; PONE? 1113 11� r �- 1 � 1\x POND "A" WITH UNDERGROUND STORAGEy `Ij, r • r i {{ J PATH JYP.)�-�,% ts� �. .• - I _'JI \ DOTE AL FUTUR ---RT-.--37 ' BIORETENTION E '� ,�`• `�`,; \ WITH UNDERGROUiVQ t1 !��► ti 1f f STORAGE ' , j . _,. -_ - `� \­,� 1___1 tqDY __01,NT #1 y .,L POST -DEVELOPMENT SWM DRAINAGE DIVIDE MAP 200 0 -200 400 SCALE: 1 " = 200' SWM LEGEND SITE BOUNDARY 1-5 DRAINAGE AREA LIBELS DRAINAGE DMDES SITE AREA "ONSITE" (AREA 'WITH I.F. FOR ENERGY BALANCE COMPUTATIONS i� s Irk PRE -DEVELOPMENT OFFSITE DRAINAGE DIVIDE MAP ,.1000 0 1000 2000 4.4 SCALE' 1" = 1000""' 1 AlVp IL ® r Ir �`�" � �1 +� t � .� •. , 1; � � � �� � �� 1 } �� �t;�:� � �� �` �' ' `3 `� 141` tZ °4` - , i, � �� '` � 1 nSt .fir••^ �] -., � �S`.-- .,� �'�?.,,. � I > 1✓ '. 10 J� IL 716 14 t 12 ,�STUDY POINT #'I s J '� pk z U W FC SP,# 27-17 Rev. No. Date 5 O9/17/2018 H RA DY L EPLER LiC. No 32809 0 ftAL � DATE: 05/26/2017 SCALE: AS NOTED DESIGNED BY. RLK FILE NO. 3015L SKEET C5.02 17-14 U z » C) ::4z E -1U 0 LJL z Z �4 Rev. No. Date 5 O9/17/2018 H RA DY L EPLER LiC. No 32809 0 ftAL � DATE: 05/26/2017 SCALE: AS NOTED DESIGNED BY. RLK FILE NO. 3015L SKEET C5.02 17-14 Ll+ I11 V Lu u BIORETENTION BASINS "A" AND "B"- PLAN VIEW SCALE: 1 '° = 20' HORZ. SCALE: 1' - 20' 14M L-101 655 650 645 640 WINE - FOCALPOINT LENGTH 01111; a ROUND U STORMRAX FOCALPOINT WIDTH MOE[] � TOP RISER # UNDERDRAIN NUDE %LEV = 664.00 � WATER 0UAUTY VOLUME .` OVERFLOW a I? . ... .. - BYPASS 4' FRONT . r WEIR= 663.25 TRASH ; RACK NOT . • SHOWN . 4' DIAMETER my, Q41 4 ��� ■ CLARITY) a CL o� WINE - FOCALPOINT LENGTH 01111; 8 ROUND U STORMRAX FOCALPOINT WIDTH MOE[] � TOP RISER # UNDERDRAIN NUDE %LEV = 664.00 � WATER 0UAUTY VOLUME .` OVERFLOW a I? . ... .. - BYPASS 4' FRONT . r WEIR= 663.25 TRASH ; RACK NOT . • SHOWN . 4' DIAMETER (FOR . a CLARITY) a CL o� FRONT VIEW - OVERFLOW BYPASS DETAIL STM 36) NTs i Z J Cw LLOL ' � R! a ar 4 i U7 z ice,,.. CU 0 Q C L7 u 675 670 665 655 650 645 640 0+00 0+50 1+00 1+50 2+00 BIORETENTION B - SE+ TION >:E -E" HCS. SCALE= T - 5(]' VERT. SCALE T -S iIJtvIPAIRM=17YI %ar—VI=AIILC 3" AGED DOUBLE SHREDDED HARDWOOD MULCH WITH —,— FINES REMOVED 18" HIGH FLOW MEDIA 100'/ HR (MIN.) (SEE SPECIFICATIONS) 6" BRIDGING STONE (SEE SPECIFICATIONS) R -TANK 0.5 (9.45") STRUCTURAL UNDERDRAIN 3" LEVET, BASE (MIN.) Z 0 PLASTIC FOCALPOINT LENGTH SOLUTIONS INC 8 ROUND U STORMRAX FOCALPOINT WIDTH MOE[] � TOP RISER # UNDERDRAIN NUDE %LEV = 664.00 � WATER 0UAUTY VOLUME .` OVERFLOW a I? . ... .. - BYPASS 4' FRONT . r WEIR= 663.25 TRASH ; RACK NOT . • SHOWN . 4' DIAMETER (FOR . a CLARITY) a CL o� FRONT VIEW - OVERFLOW BYPASS DETAIL STM 36) NTs iIJtvIPAIRM=17YI %ar—VI=AIILC 3" AGED DOUBLE SHREDDED HARDWOOD MULCH WITH —,— FINES REMOVED 18" HIGH FLOW MEDIA 100'/ HR (MIN.) (SEE SPECIFICATIONS) 6" BRIDGING STONE (SEE SPECIFICATIONS) R -TANK 0.5 (9.45") STRUCTURAL UNDERDRAIN 3" LEVET, BASE (MIN.) Z 0 GABION V MIN. BASKET 1' MIN, PROPOSED I 1 GRADE _ 1 0.51 BABIN ASKET V FRONT VIEW MIN. (2'x 2') EXPOSED HEIGHT PROPOSED WIDTH VARIES GRADE VARIES (SEE PLAN) til....tll. (SEE PLAN) MIN. BURIED DEPTH 0.5' FILTER FABRIC GRAVEL DIAPHRAGM CLEAN WASHED GRAVEL (#57 STONE) SIDE VIEW GABION WALL CHECK DAM NOT TO SCALE FOCALPOINT HP PERFORMANCE SPECIFICATION HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 100' PER HOUR INFILTRATION RATE. FIELD HYDRAULIC CONDUCTIVITY TESTING MUST BE CONDUCTED WITHIN 30 DAYS OF INSTALLATION. FIELD TEST MUST HE CONDUCTED WITH PROSCRIBED INFELTROMETER AND SOP (SEE SPECIFICATION). 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 REQUIREMENTS. MUST BE MODULAR IN NATURE= AND ASSEMBLED ON SITE, MUST HAVE MINIMUM 90% INTERIOR VOID SPACE, PLAN VIEW R -TANK INLET CONNECTION OUTLET FLOWUNE ELEV. (G) X --_ -OVERFLOW BYPASS WEIR WITH ROUNDIDOME TRASH RACK INLET STRUCTURE TYPE AND SIZE TO BE DETERMINED BY ENGINEER TANK INLET CONNECTION PRETREATMENT CELL FOCALPOINT HP CONSTRUCMN GUIDE A FOCALPOINT LENGTH 0 8 #UNDERDRAIN LONG U C FOCALPOINT WIDTH uj 0 # UNDERDRAIN NUDE 6 E WATER 0UAUTY VOLUME 0 a I? OVERFLOW ELEVATION Q z OUTLET FLOWLINE o� H TOP OF MULCH Q V 2 q ul � � a CL o� z 0 W Z J Cw LLOL ' V Q 4 i U7 z ice,,.. CU 0 Q C L7 u V) I• z {mpp O M LL a7 REVISED MARCH 2015 GABION V MIN. BASKET 1' MIN, PROPOSED I 1 GRADE _ 1 0.51 BABIN ASKET V FRONT VIEW MIN. (2'x 2') EXPOSED HEIGHT PROPOSED WIDTH VARIES GRADE VARIES (SEE PLAN) til....tll. (SEE PLAN) MIN. BURIED DEPTH 0.5' FILTER FABRIC GRAVEL DIAPHRAGM CLEAN WASHED GRAVEL (#57 STONE) SIDE VIEW GABION WALL CHECK DAM NOT TO SCALE FOCALPOINT HP PERFORMANCE SPECIFICATION HIGH PERFORMANCE MEDIA HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 100' PER HOUR INFILTRATION RATE. FIELD HYDRAULIC CONDUCTIVITY TESTING MUST BE CONDUCTED WITHIN 30 DAYS OF INSTALLATION. FIELD TEST MUST HE CONDUCTED WITH PROSCRIBED INFELTROMETER AND SOP (SEE SPECIFICATION). 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 REQUIREMENTS. MUST BE MODULAR IN NATURE= AND ASSEMBLED ON SITE, MUST HAVE MINIMUM 90% INTERIOR VOID SPACE, PLAN VIEW R -TANK INLET CONNECTION OUTLET FLOWUNE ELEV. (G) X --_ -OVERFLOW BYPASS WEIR WITH ROUNDIDOME TRASH RACK INLET STRUCTURE TYPE AND SIZE TO BE DETERMINED BY ENGINEER TANK INLET CONNECTION PRETREATMENT CELL FOCALPOINT HP CONSTRUCMN GUIDE A FOCALPOINT LENGTH 30 FT. 8 #UNDERDRAIN LONG 12 C FOCALPOINT WIDTH 10 FT. 0 # UNDERDRAIN NUDE 6 E WATER 0UAUTY VOLUME 4,898 CU. FT. F OVERFLOW ELEVATION TOP�664.00 WEIR NOTCH OFE3.26 G OUTLET FLOWLINE 659.4 H TOP OF MULCH 65250 I TOP OF GABON (OPTIONAL) 667.50 J UNO! RDRAIN HEkGHT 9.45 IN. 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(F) 31 SLOPE (max,) SPECIFIED AS MINIMUM 4"F 31 SLOPE (max.) SECTION X -X '—STRUCTURAL UNDERDRAIN (HEIGHT "J") OBSERVATION/ MAINTENANCE PORT PORT USED FOR INSPECTION PURPOSES AND FOR SYSTEM MAINTENANCE AS REQUIRED. WATER SHALL BE PUMPED INTO THE SYSTEM AND RESUSPEND ACCUMULATED SEDIMENT. MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION FOR THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER FLUSH AS NEEDED. PIPE NOTCH PATTERN DETAIL 4`4' CUT IN SHADED AREAS STRUCTURAL UNDERDRAIN REVISED SECTION Y -Y (HEIGHT "J") MARCH 2015 OBSERVATION! MAINTENANCE PORT WITH FOCALPOINT INSPECTION PORT CAP T11 T11 I F1 ITI 14 . .. STAINLESS STEEL ; • CLAMP : ... '�''",• �// NOTCH PATTERN AT BOTTOM OF PIPE {SEE NOTCH PATTERN DETAIL) E 0 M u W s a W z Z z 0 8i z g w LLJ F_ _z LU 603 0 0 C.. LL 0 OF REVISED MARCH 2015 04M Go w r E C M N U .J •r- W � •moi +�R�3 1"V �' IM CL au �7 W FC SP# 27-17 L F z o a 0 ad 0 0 ujz 114 E-1 z Q0 E4 w uj 5 n u � a z Q a z (0} W Z a J V Q STRUCTURAL UNDERDRAIN REVISED SECTION Y -Y (HEIGHT "J") MARCH 2015 OBSERVATION! MAINTENANCE PORT WITH FOCALPOINT INSPECTION PORT CAP T11 T11 I F1 ITI 14 . .. STAINLESS STEEL ; • CLAMP : ... '�''",• �// NOTCH PATTERN AT BOTTOM OF PIPE {SEE NOTCH PATTERN DETAIL) E 0 M u W s a W z Z z 0 8i z g w LLJ F_ _z LU 603 0 0 C.. LL 0 OF REVISED MARCH 2015 04M Go w r E C M N U .J •r- W � •moi +�R�3 1"V �' IM CL au �7 W FC SP# 27-17 L F TE..��ry F- V1 > ad 0 0 ujz 114 E-1 z Q0 E4 w 5 n u � a 0 Q a z IERVATION! MAINTENANCE PORT 0 Z a Q 4 i 113 C L7 V) I• z {mpp O M 0 ° $ �� Q co TOP OF MULCH ELEV. (H) � U- i � w LLQ 00. Z u O LL SPECIFIED 0 4"AIIN : 4" 4" MINIMUM U. U STRUCTURAL UNDERDRAIN REVISED SECTION Y -Y (HEIGHT "J") MARCH 2015 OBSERVATION! MAINTENANCE PORT WITH FOCALPOINT INSPECTION PORT CAP T11 T11 I F1 ITI 14 . .. STAINLESS STEEL ; • CLAMP : ... '�''",• �// NOTCH PATTERN AT BOTTOM OF PIPE {SEE NOTCH PATTERN DETAIL) E 0 M u W s a W z Z z 0 8i z g w LLJ F_ _z LU 603 0 0 C.. LL 0 OF REVISED MARCH 2015 04M Go w r E C M N U .J •r- W � •moi +�R�3 1"V �' IM CL au �7 W FC SP# 27-17 Rev. NO. Date 5 09/17/201$ H op U RA Y L RLE' Lie. No. 32809 I01TAL -�� DATE: 05%26/2017 1 SCALE: AS NOTED DESIGNED BY RLK FILE NO. 3015L SHEET gC5�.03 TE..��ry F- V1 > �II 0 114 E-1 z wa E4 w I� 0 Q LLW z Rev. NO. Date 5 09/17/201$ H op U RA Y L RLE' Lie. No. 32809 I01TAL -�� DATE: 05%26/2017 1 SCALE: AS NOTED DESIGNED BY RLK FILE NO. 3015L SHEET gC5�.03 F--23.87" [606mmj - -1 I I-1'" [25mm] GRATE TOP VIEW Plan Notes Series Number: TS24-24.603D.FB-F20E 1. Grates: .Cast Gray Iron per ASTM A48 Class 35-B (Uncoated) e0pen Area: 0.9 FT2 per Lineal Foot [0.27 M2 per Lineal Meter] *Load Rating: 494 PSI (AASHT0 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. - Grate i�26"' [660mm]� 1.44" [37mm] I Part #24.603D.FB 1.75" X 1.75" X 0.19" � ♦ GRATE ENI] VIEW [44.5mm X 44.5mm X 4.8mm] W Black Epoxy Coated > Steel Angle with Anchor Studs iz �-.26.25" [667mm] Part #F20E a z z Concrete Slab 0 E LU I� W � 0LL wa z P4 44 Z ' Expansion Joint Botts - �FRENCh •ill ` \' °9 24.25" [616mm] ' Sides (Recommended) Depth A Varies ° °� f Rail Clamp 111111=222W1111 EPS Former \ 85' OF tFX-24S �\\ Part #TS24 y DR' Monolithic Pour 6" [152mm] \ .` •a , ��\ No -Float Minimum All Sides d - ° /\ #4 Rebar U -Leg 3"76mm Minimum ~ 1\ /\/\ , // \ Anchor Slab 1" [25mm] END CROSS SECTION VIEW Minimum Copyright 0 2010 ABT, Inc. AI DVOOHKI�,)Q TFX24 - 24" [609mm] (D Trench Farmer@ System with Standard Slotted Grate P.O. BOX 837,259 MURDOCK ROAD TROUTMAN.NC 28165 SERIES: TS24-24.603D,FB-F20E REV: 41 (704) 528.08M Proprietary rights of ABT, Inc. are Included in the Information disclosed herein. The rectplent, by accepting this document, agrees that neither this document nor the 3nformatlon disclosed herein nor arty part thereof shall be copied,.. reproduced or transferrer{ to others for manufacturing or for any other purpose except as specifically authorized In writing by ABT, Inc. DISCLAIMER: The customer and the customer's archltects, engineers, consultantsand other professionals are completely responsible for the selection, installation, and maintenance of any product purchased from ABT, end EXCEPT AS EXPRESSLY PROVIDED IN ABT"S STANDARD WARRANTIES, ABT MAKES NO WARRANTY, EXPRESS OR IMPLIED, AS TO THE SUITABILITY, DESIGN. MERCHANTABILITY, OR FITNESS OF THE PRODUCT FOR CUSTOMER'S APPLICATION. Caples of ABT's standard warranties are available upon request. 14�, 0 INC. TF'X 24 24" (609mm) ID Trench Farming System with Standard Slotted Grate Standard Specifications System IDII: T524-24.603D.FB-F20E Manufactured by ABT, Inc., 259 Murdock Road, Troutman, NC - (800) 438-6457. 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 -scoped 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 for 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/Lm) open area. Grates shall meet a minimum 494 psi proof load per AASHTO M-306 test method. Grates must " ", flush ash with to of rails. Gratin shall p g be made in U.S.A., and shall conform to the FHINA 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" (44.4Smm 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(6) 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 walls and invert. IPOL,V TREMI H DRAIN FOR ER FIRST FLUSH Advanced Building Technologies 259 Murdock Rd. Troutman, NC 28166 PH: 800-438-6057 FX: 704-528-5478 ACF ENVIRONMENTAL -RAIN GUARDIAN TURRET DETAIL -SEE SHEET C5.03 FOR LOCATiON (STR.#52A) tw��ztT I'Mr�T++vi�tl� cfa srTl� ntTtaa 1#S:URfntj4:#'t',*Alk ckps $RAAzl `- 11�iAplT9f11i1;' clil+0 MiV:E Poll:4 TUFR£T t[tlp'tE fr+ssinatt4vcot PWIr ft41UL,LIA VV"4-h^rT 1,0 PPJVtMV Y4WTL" ALUJ ,5 kT117t WA OF &1.4114 SIDE SLOPE TO 4Wgt) L-3tr. 11MrtTUXE YM14 F4LTeP Ira�rta+� - d- ftAN rAW[PrAEi TU XV (LV67liTE 649 lWLnI:tB,i - PAutAwtomN niRptir kEr1 TOP H TAL aPATF, WtAW-rrA4TV 6MMYN) Kok V%C?.SMtit, SAWOV3TTo19ti ff 14W .. - =���=[lad-�l�}�J���__-_I PAAN YIr Hlrxfi=s 1. INLErwin Tfi AND D'JBTANCE BETWEEN SAGK t51^.mr4e AND RAI N.MOMIAN TiJHMT idAY VARY WITH SITE CONDITIOINS. L CONCRETE BASE EXTENDS BEYOND THE FILTERWALL OF iiE RAIN GUARDIAN TURRET TD sERv'E As AsKAsH Dlii$t- FATOR. INSTnL TION MEW hif iE�$ 1. THE TOE" CIFTHE CTAS 5 BASE (COMPACTEID TO 95% STANDARD PROCTCiR) IS PRECISELY i' 4- BEL.OW Til GUT- TERLINE ELEVATIOM • +IIIr ilxr�l ■ �'� �'i IMi�.��� � w�ilsiwiwell.w�is�ss��lgYwi■rws �"�#�:, /' ���� �� ! t■rwar■rs■�■ww w s „� .�. `� wwwwssart■ewr s■errti�si �i w= wra.11•�.rliuter�ww��r aA, ■p�� f►r�r r�. �� �� '� �'�- ■3i., w�wswrraiw rrs wrrr■■e��si� �� �����w,\ ! _ � �n, �y�• �s�br.'�w��i.�e�irirsasir�T�iwe�i■.�ee�'ii■�r■r>.r yJ. �+r"� s�■■tvri`iiwe'Lr■rrwww ,.r�..._.:._� 0; Arm �r■■rwr■sw rewa� r�atiir• . # ' r + � - ��, � � ye s.�.�#e■■e■■rsw.rtss�s.■wrre■■�i .,wssr � � ,w f 4 = s � s `w■s�■■,�wtf�■�s■sr�s�'�'~� ir�ws�� ��' rrlii■wsw w�..�, a.rfrwwwge■serr7rwGrii rrs r' •a ■■ttw�s� ,rwss ■r�■t�s■tr tT 1 +.swPll�sw s� �w'"e ��si.■ w �% "��,� I � IM�i■a-ww��lPrE � ��191�` ��i#Y�re w i��r '�; •1# ■lh 's��rsssss errssrvrrswsss#■rrisrlf sa - rll� Ti# t sa#r■sre_..._._ wwewtt#tsswnre■rc.s�s ��^. '� - i��t1��.. �+ ■��esir�siu■�■ta�a.. sirra.�®r �sirr�sasi`�'�a1,�ire�f.J � �,+��,»,,.���7i,4 �44f► t4 •Jr 1►�i# � �srrir�#ssr ,/ Baa » dap r'�r '�#�,�, �',`��._ • .. � .A � , .. � -- ■ ! R,, - _ ..�.._ �:,,`` +rte ��r , � '• `#, � �"� _.-�� ar , r s � r + , r t�a��an r��,. *;• '.! . ' �►�i'"��il/,t�grtEltlFlfl�lisltligN.1111C1f1n{Inilli31i111{I4lftlll11i117i1111N im ff .tflftl Y +rs# ► !„� � t l :i .I - s :a 20 10 0 20 40 SCALE: 1" = 20' 1. ,MTJFL REINFORCED, COLD J0FdT$ECVREI7 MO*OUTM CON CRETE STRUMIJRE I1,= Ug84 0ONCRETE SHALL HAYS A MINIMUM DOINIFIREWIVE STRENGTH Or 4,OW PSI AT 20 DAY& CONCRETE AIR ENT'RA1NED(4%TO8%11YVOlf MEI. I4tmumcTUFREDAND DESIGNED TO ASTM CM .L T1 REE-MNT PM U91M RECESSEDUFNNO PCO" YIifTH A STANDARD HOOK I TWOLPIEM LIGHT DUTY GALVANIZED GRATE {3#.5 LBWIECE) FOR 541 LB CONCENTRATED LCM Oft am L sw FT L r4FORM Low, :4. 7W0irPIECE HEAVY-WfY GALVANRM GRATE (77.1$ LBSIPE-M FOR 2,415A LB C ONCI TTRATE] LOAD OR 1,41 L131SCI FT UIdIFCIM LOAD. IN§1&U.&M NOTES 1. INVALL. TFE CI.l4N b BASE {Ci7WACTEiI TO . STANDAFd) PROCTOR). THE DISTANCE FROM THE BACK OF Tta'E C UFfE MAY VARY I$ASI:D ON 9ITE CONDITIONS, BUT [:ONSI1ERATIONS AHOULD IN- CLUDE SLOPE OF THE INLErAND t4MN SIDE &WEI PDJAC€NT TO THE RAIN GUARDIAN TURRET. Posnxw RAtJN GUARDIAN TURRET 80 PMMARY OU `l-lE-T AUGM in M TOE OF WIN SIDE SLOPE TO AVOID SOIL INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE 1' 111YNGLO 1I THE GUTTERLINE ELEIJAnCN (I.E. THE BIf 'TT;,NT1ON OVERFLOW ELEVATION) TO ACOMMOCIATIE THE V PONDiNG DEPTFI, -r MASS S AGMEiGATE„ AND 4' RAIN GUARDIAN TURRET BASE, (II+iCLLIDED3 THEREFM. THE TOP OF THE Cx M 4 Ot' MPAC'TED RASE IS PRM-04ELY 1' 41 BELOW THE 43UMRLINE ELEVAn€iN. THE TOP OF THE RAIN GUARDIAN TURRET METAL GRATE WILL. BE m1lir A DDE THE TOP OF THE CONCRETE BASE AND 1.W BE -OW THE Gi1MIUNE ELEYATE0N TOACCUMMWATEA8LOPED INLET FROM THE GUTTER TO THE RPJN 13VARDIAN TUF*MT I THE RAIN GUARDIAN TURRET SHOULD BESET ON THE PREPARED CLAW Ia BABE, 3, INSTALL FPAMM FOR INLET BETWEEN RAlSt Ci4:4e RDIA N TLRRET .AND BAM OF CURS, TOP ELEVATIONS 0177HE FRAMING 8FDJW i►tATCH THETOP OF THE CLJFtfi ON TME STREETSIt3E AND THE TOP OF THE RATIN GLWMN TURRET r1µ] THE BIORETENTtON 4DF- A USE E)PANLNICN.JOINT MATT RiAL BETWEEN RAIN 43UARDLAi,I TUR- RET AND BIC,IETENTION I[IET, S. AIDE C UR59 OF THE POURED INLET ENU$T HAVE AN INSUIR OUNT- ,AB LE PROFILE 70 PREVsNr wATE R mow FRC1m 4m&RTDFPtmo THE DmNsTREAM aiDE oF. THIE INLET. -& RMCYV+ABLEE=IL*MRWALLSFIOEJLD BEINSTAL.LF33WTH FILTER, FAamG FAC'INe THE RAIN t',K.IA RoIAN T6"RET EiEr, MANUFACTURED Ii` - �6cetex RAIN GUARDIAN TURRET IEEY11gCE#iH16T0Rr JA€1f I7ikTE pi1lCJli1 iIA PRETREATMENT CHAMBERA MON ': �• [teamBI RETENTION PONDING DEPTH: 11 AmVA Oonwraftn IDWM 1319 Mdtmy Dr. NE, Suite 300 Rain Gardens • Swaks • Filtration bitsins - Jnfiltra3irahs 1300sz, SE. WAAKA HAM Lahr, MN SSW www.RalnGuardlan.biz TYPICAL DETAIL $, . IiSw FATiM k=Xd 680 675 670 665 655 650 TRENCH DRAIN- PLAN VIEW HORZ. SCALE: 1" - 20' 675 1 r 665 1 660 1 655 1 650 1 0+00 0+50 1+00 1+50 2+00 2+50 TRENCH DRAIN HOM SCALE -'r - 5a' VERT. SCALE T-6 TRENCH DRAIN NOTES 1. TRENCH DRAIN #1 SLOPE IS 3" OVER 85 FEET EQUALS 0.294°/4 SLOPE. THE TRENCH DRAIN FOLLOWS THE PROPOSED GRADE OF 0.54% SLOPE PROVIDING A COMBINED SLOPE OF 0.834%. 2. TRENCH DRAIN #2 SLOPE iS 1" OVER 63 FEET EQUALS 0.132% SLOPE. THE TRENCH DRAIN FOLLOWS THE PROPOSED GRADE OF 2.27% SLOPE PROVIDING A COMBINED SLOPE OF 2.402% WITH ROUNDED INVERTS TO THE HUNDREDTH EQUALS 2.413%. PROPOSED -- GRADE TFX-24S- INVERT = 562.90 ASPHALT 01111�� 62 63 TRENCH DRAIN -TOP OF GRATE STOP OF CURB 6" CURB -air JJ CONCRETE APRON TRENCH DRAIN AT STRUCTURE 62 NOT TO SCALE 'GUTTER PAN OF CURB o00 E '0 C4r C cm N C; . N A �•�. fq C s Ct 6 r.�m166 FC SP# 27-17 U r. M ( .l F- 1-^I -I ♦ W 0 > iz p a z z 0 E LU I� W � 0LL wa z P4 44 Z - �FRENCh •ill ` 111111=222W1111 85' OF tFX-24S y DR' X. M -E �1102 1011 Oil � s • Ilk s ■ f e■ • , 675 1 r 665 1 660 1 655 1 650 1 0+00 0+50 1+00 1+50 2+00 2+50 TRENCH DRAIN HOM SCALE -'r - 5a' VERT. SCALE T-6 TRENCH DRAIN NOTES 1. TRENCH DRAIN #1 SLOPE IS 3" OVER 85 FEET EQUALS 0.294°/4 SLOPE. THE TRENCH DRAIN FOLLOWS THE PROPOSED GRADE OF 0.54% SLOPE PROVIDING A COMBINED SLOPE OF 0.834%. 2. TRENCH DRAIN #2 SLOPE iS 1" OVER 63 FEET EQUALS 0.132% SLOPE. THE TRENCH DRAIN FOLLOWS THE PROPOSED GRADE OF 2.27% SLOPE PROVIDING A COMBINED SLOPE OF 2.402% WITH ROUNDED INVERTS TO THE HUNDREDTH EQUALS 2.413%. PROPOSED -- GRADE TFX-24S- INVERT = 562.90 ASPHALT 01111�� 62 63 TRENCH DRAIN -TOP OF GRATE STOP OF CURB 6" CURB -air JJ CONCRETE APRON TRENCH DRAIN AT STRUCTURE 62 NOT TO SCALE 'GUTTER PAN OF CURB o00 E '0 C4r C cm N C; . N A �•�. fq C s Ct 6 r.�m166 FC SP# 27-17 U r. M ( .l F- 1-^I -I ♦ W 0 > iz p a z z 0 E LU I� W � 0LL wa z P4 44 Z Rev. No. Date 6 09/17/2018 H op l v RA Y L EPLER Lic. No. 32809 a 30-APGZIL-Zb1i -tonra� DATE: 05/26/2017 SCALE: AS NOTED DESIGNED BY. RLK FILE NO. 3015L SHEET 05.04 1'7-14 { 1 685 1 675 1 1 670 1 1 655 1650 09+50 10+00 10+5 STANDARD V select ackftll All backfill to be Compacted to 95%. of ASTM D98 maximum density, location CONCRETE ENCASEMENT TRENCH & BEDDING CONCRETE ARCH 41 select ackfill xar+r 4' select sakflll 2 O,D, FEB 09 in addition to restraining each Joint of the fatting, any Jo'rnt,#1at fells v t in the specified length of each branch of the fitting shall be restrained, L = restrained length of pipe (PVC or DIPJ D = pipe diameter TEE, CROSS, WYE L a L = restrained length of pipe (PVC or DIP) D = pipe diameter ❑ S. 8' 12" 16' 18' 24"P111 45°, 22112', 11 1141 L (ft) 24 24 24 20 24 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- D S" 8' 12" 1G 18" 24' 24' L ptJ 60 ti0 144 120 120 1401 160 concrete pad i8' dia. x 6' deep finished grade 6'stone 12' screw type adjustable valve box 18' 20" 48° min, valve box location marker ea ::)adaptor Jo6nt 4=rastrained stone restrai 120 FEB 09 k+-18" to 24" ►••_, 8'x 8"x 16'solid block for 12' valve 61,Wand 12' concrete pad 18' Concrete pad 18' dla x 8' deep finished grade rile x 8' deep 1SV L 6'stone--•- screw type adjustable Nate: valve shelf 8' stone 24" mEn, ,,�v,.e box be bevel gear Screw e 48' min. type vafve restrained to main adjustable typo valve box Note: valve shall :........ be epur gear valve box valve box adaptor 1Ype adaptor W min. aver -excavation valve restralned ....... , ... .. . to ma n stone a,xax18' wild block 8'x 891 16` solid block Water Forced Sealer ........... 1,lialw �c+re tsaccasedJcXtf l)H�k ................. 161, 16 20' and 24° FIRE HYDRANT ASSEMBLY GATE VALVE -�- APR 09 -rJ- APR 09 D1 � L ❑2 Both joints of the fitting shall be restrained. In addition, NI Joints wtthln the specified length an the large side of the reducer shall be restrained, L = restrained length of pipe (PVC or DIP) a a pipe diameter REDUCER �L D In addition to restrain'mg the oonnecilon, any joint that falls within the specified length shall be rasftalnad. L = restrained length of pipe (PVC or DIP) D pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END .3 - D 8' 8' 12' 16° 18' 20" 24'' Lift) ea 64 144 ,24 120 144 ISO FEB 09 finished grade down bond Ld n down bend restralned longh of pipe (PVC or DIPJ depth 4 ft. min. W = up bend restrainad lengthaf pipe (PVC ar DIPJ W D = pipe dtameter up bend Co da D Each side of any verfical offset hand shell be restrained. In Lu ---t•{ addition, any joint that falls within lV the specified length on each side of the fitting shall be restrained. 45' D 6° 8` & 12" W,18'&20- 24' Ld (ft) 20 40 64 88 W (it) 24 20 24 24 22112° 22 0 6" 8` & 12" W,18'&20- 24- 4' Ld (It) 24 24 40 40 L" (ft) 24 24 20 24 11 1/4' D 6" W&12- t 6', 18' & 20' 24" Ld (ft) 24 20 24 20 Lu (ft) 20 24 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET .4 - FEB 09 1 1_rUlU t l'T.7u 14Tuv IGTiJu I j I -vu r.i Vu ,z • uv IT.vu �v vv ,... .... • • -- WATER LINE 1 1131 1 ALARM CHECK P VALVE 3W EWH-1 spigot by gaskated bell 45° bend �.�,�{ 1 4' ST. -DN, V mWrnum wry ►{ goaketed Alpe and fittings 8' x 4" gasketed bell wye solvent weld cap arOoerty All pipe and fittings shall be SDR 351213 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- CertalnTeed Rexus 24' V concrete wedge manhole cover no. CDfiU60EH anchor holt - 4 ea. 2' adjustment ring with finished grade of - butyl joint sealant on top pavement or earth and bottom as necessary brace for sewer brace for water `\ \ standard Y cone \� newer P .. secUon for 4' \ valve diameter manhole SCH 80 PVC nipple 4, flP X FIP lover ha13 valve water SCH 80 PVC nipple �� :. valve 4ulck disconnect 2' MIP x rip corp stop Coupling saddle ... ..,.. \ ,.�.. \ 81X SIX 1Ir solid block per pipe sixe} irecIdred N.� �� a.. . •� v \ stone i.��...... — — NOTES: 1. All piping shall be 2' cilametar 2. For forced sewer 4' or less In diameter install tee In main (no saddle) 3. Quick disconnect (cam and groove) scrupling a. coupling to be polypropylene b. FI.P X male adapter mates with. a female coupler X MIP 4. Valve shall be H -Tech, Inc. a. water - Modal 867 w12' NPT connection b. sewer -'Model 986 steel body w12' NPT connection S. Brace shall be 1.112° X 1.112" X 3116' aluminum angle w1u•bolt around elbow of valve COMBINATION AIR RELEASE AND VACUUM -VALVE VAULT 685 685 680 680 a WL 675 675) 670 670 665 665 660 660 655 655 650 650 8' COMBINED INCOMING WATER Ei6 SERVICE. SEE CIVIL DRAWINGS FOR CONTINUATION. a 8' FGRE BFP I 36' CLEARANCE ! r I � I I I` ------_---__-'----------------I ° LOCAL AUTHORITY APPROVED 4' I I DOMESTIC WATER METER WITH I REMOTE READER ------- I 1 03 ! ° Cl!)�2w 1 0 o ' OSD cu 1 T.P. M ° 3 i t N.T.S. SPRINKLER ROOM DETAIL FEB 09 N . T. S. � COMPRESST LL u) I J7 PREACTION TO SERVE UPS ROOM AND kOADING DOCK ADDENDUMINTERIM RE.EF.R TO NFCNOTS U BUILDING 3 MEP PLAN FOR REVISION REMOTE FDC FIRE SIAMESEAUTO—BALI.. MAY 11 DRAIN DETAILS. 685 685 II w 11�r� i ON iNINE mull► III r r, 1 a w M I ■1�1� MW ,,,.wp MINE WIN EMIR • omp, EN NOE • • •r ■■. • mum NNEE r WEEm WE :■: E�C3Cr lv` • AOOA� WIN LAX MINN I BUILDING ��■■�■■ �'�=■■�� ��� "11 f�li1� �=:�■moi ME � v � EE1MINE - ■�IIIr ■ ��Ci�■s4°1 011l11 t 5.2 INVAs��i own WE Will — 5* � ■ala ��IG .�I''�■.i w �IIIIIIIIIMIJ MEN .��� - - ,- r. ... I■,IIIIIIIIIII�_� 0 NONNI r ��� r l■ r. _• ■■■ AA 1 1_rUlU t l'T.7u 14Tuv IGTiJu I j I -vu r.i Vu ,z • uv IT.vu �v vv ,... .... • • -- WATER LINE 1 1131 1 ALARM CHECK P VALVE 3W EWH-1 spigot by gaskated bell 45° bend �.�,�{ 1 4' ST. -DN, V mWrnum wry ►{ goaketed Alpe and fittings 8' x 4" gasketed bell wye solvent weld cap arOoerty All pipe and fittings shall be SDR 351213 . GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- CertalnTeed Rexus 24' V concrete wedge manhole cover no. CDfiU60EH anchor holt - 4 ea. 2' adjustment ring with finished grade of - butyl joint sealant on top pavement or earth and bottom as necessary brace for sewer brace for water `\ \ standard Y cone \� newer P .. secUon for 4' \ valve diameter manhole SCH 80 PVC nipple 4, flP X FIP lover ha13 valve water SCH 80 PVC nipple �� :. valve 4ulck disconnect 2' MIP x rip corp stop Coupling saddle ... ..,.. \ ,.�.. \ 81X SIX 1Ir solid block per pipe sixe} irecIdred N.� �� a.. . •� v \ stone i.��...... — — NOTES: 1. All piping shall be 2' cilametar 2. For forced sewer 4' or less In diameter install tee In main (no saddle) 3. Quick disconnect (cam and groove) scrupling a. coupling to be polypropylene b. FI.P X male adapter mates with. a female coupler X MIP 4. Valve shall be H -Tech, Inc. a. water - Modal 867 w12' NPT connection b. sewer -'Model 986 steel body w12' NPT connection S. Brace shall be 1.112° X 1.112" X 3116' aluminum angle w1u•bolt around elbow of valve COMBINATION AIR RELEASE AND VACUUM -VALVE VAULT 685 685 680 680 a WL 675 675) 670 670 665 665 660 660 655 655 650 650 8' COMBINED INCOMING WATER Ei6 SERVICE. SEE CIVIL DRAWINGS FOR CONTINUATION. a 8' FGRE BFP I 36' CLEARANCE ! r I � I I I` ------_---__-'----------------I ° LOCAL AUTHORITY APPROVED 4' I I DOMESTIC WATER METER WITH I REMOTE READER ------- I 1 03 ! ° Cl!)�2w 1 0 o ' OSD cu 1 T.P. M ° 3 i t N.T.S. SPRINKLER ROOM DETAIL FEB 09 N . T. S. � COMPRESST LL u) I J7 PREACTION TO SERVE UPS ROOM AND kOADING DOCK ADDENDUMINTERIM RE.EF.R TO NFCNOTS U BUILDING 3 MEP PLAN FOR REVISION REMOTE FDC FIRE SIAMESEAUTO—BALI.. MAY 11 DRAIN DETAILS. 685 685 580 680 675 675 670 670 666 665 660 660 655 655 650 656 nji - 1 1 11—----irirrj 685 680 660 r 655 II W y S ° I 650 • flk4Y fjf • • •r +scorn ' • HOW ' MAK SeaktWkA E�C3Cr lv` • AOOA� LAX MINN BUILDING #3 r � v 011l11 t 5.2 INVAs��i ■ala ��IG .�I''�■.i i . EN�1_�Il ■■■ AA INN C-.� L... .. I.■ .. • "r ��� Vii■ �_ _ 580 680 675 675 670 670 666 665 660 660 655 655 650 656 nji - 1 1 11—----irirrj 685 680 660 r 655 II W y S , I 650 50 10+00 10+50 11+00 11+50 12+00 2+50 9+50 10+00 10+50 11+00 1i1 U1lATER LANE "A" REMOTE FDC �1lATERLINE scALE; � 4f=Sar NQTU 1. SPRINKLER ROOM DETAIL FOR REFERENCE PURPOSES ONLY. REFER TO MEP PLAN FOR CONSTRUCTION PURPOSES. ;jj, . SPRINKLER ROOM DETAIL FROM MEP PLAN o a -- ADDENDUM "G" N1aCU BUILDING 3 BY MGMA/GHT. r IN I"0 O cN'gMu. AUTOMATIC' TRAP PRIMING N Am AM I MANIFOLD to MIXING VALVE A *' i MV -1) � O. '' Lia EXPANSION TANK (EP -1) DOMESTIC WATER HEAT 2). EXTEND FLUES TO ATMOSPHERE.SEE t MECHANICAL DRAWING >! SHEET M-4Qt 177 7V 9 1St � _ I� At z W i "rI __ %10,, - � PROP;�ki` 2^ EAS,� T �II j 0 l3'DIP wL 170 17+z3..�- w REWOVE EX 4 4 'BENDS CND TIE TD 6' WL $" GV WTEE �,F EDUC:V FC SP# 27-17 l EX. FH ASBY AIRNA UUC A VAULT + {SEF DETAI j J III TT { —tea o so I PR P. 211" F I E1. Q CY) Ziii LDG ;z-1 I—�1 r QC] .. IJ. .. AG I r � � H U U. Fr - I z F+-1 k. k S , I • flk4Y fjf • • •r +scorn ' • ' MAK SeaktWkA E�C3Cr lv` • AOOA� LAX BUILDING #3 � v 685 680 i -- LL i - -- 675 PROP. � GRADE 670 39'-18"ADS _ 660 N-12@3.64% - -- - 660co 11 W If w 11 - v .. � 11 � 11 11 � —•-•-- � .— oz0 ch?O Q a r?? �.z — 665 _ 9+50 _-- 10+00 10+50 11+00 40 41 42 43 ` EX7 oo r C V! V7166 o 10 Oy II 11 II a 675 675 -- a ..... - .... f3- W _- — _ w —_ PROP. EXISTING RADE- - - �_ - GRADE - 670 670 r HGL - - C CONCRETE -15" ADS 66af 665.CRADLE l rt 12.83% 12' - 24" ADS ty.42 1.87 �? N42-@ U 0.09% 660 a 5 .24" ADS 18` -18" ADS tu N-i�_� -- - IV 20-0,50%0 - .Z EIC . "_ - 660 >� 0.809° 0n eh •• - C7 Z -- e,glt❑ _ 7C w 'r W Z Q >> 6Cv5 — - — — —r655 co r w - , i rr os d' _ � 650 ©. - v -- -- N +6'50 ..- .__. = erfa �. to W w c SO it to 04 CD o WZO rzo t Q In no -- 680 675 670 665 660 645 __ Z Z Z ? r �-• - 645 655. r1-- 9+50 10+0a 0+60 11+00 11+50 12+00 9+50 10+00 10+50 STR MH -8 - STR EX -7 STR EX -29 - - Z p — r© - _fix _ _ _ �.a f ° ° _..._ PROPS - GRAD - XISTI NG GRADE - F1_ -- -- — _ — 231-18" y N___ $ 69 x , 70 -j - - - -- © _ __ r Go a �...� - O _ _ `-- ROP;-- GRADE -- -. ADS 2 @3.91% -. -tX. 66,14811 AAS N-12 @0.63% - --I - _. — -- - _ 0 + o� I - ! - _ 655 655 ! Z Z, z .. _ _ [�; _z _. € 655 11+00 11+50 9+50 10+00 10+50 11+00 STR 11+50 12+00 12+50 13+00 STR 43 - STR EX -5 c"1y c"i i cC cn IIS - NZa�ZO Z 13+50 14+00 685 690 680 685 676 670 666 660 --1 655 14+50 Goo 675 670 V 665 660 9+60 10+00 10+60 11+00 STR 50 680 676 670 665 675 1 1970 665 - _.. _ FJCISTIIVG GRADE ip PROP. GRADE HGL 10 PVC V-: 01.48%0 6- 11 - 0; If -- _ 0 -. ho -- _ 0 + o� I - ! - _ 655 655 ! Z Z, z .. _ 660 0 ..=l 675 670 665 660 11 �. z 11 5 6- 11 If fl 11 If p- Z? 0; If -- _ 0 -. ho -- p co 0 + o� J 655 655 ! Z Z, z .. _ _ [�; _z _. € 655 11+00 11+50 9+50 10+00 10+50 11+00 STR 85 STR / EX -9 - STR 85 cnr toll 11+51) 1 L+uu - STR 51A 4175 670 i 665 I^ I I 660 w 655 i (f) I zir Zu I JTuv 690 685 680 675 670 665 1 660 13+50 _ �. _ _—.__��r- _. 650 f - __-__ _ _ _ ... _ _ T! 50 25 0 50 100 9+50 10+00 10+60 11+40 11+50 SCALE: 1" — 50' STR 53 - STR 5 ..... ___71HO - 44 45 46 47 - 48 49 �_.c7 cs _ .,--- a to 11 w � w ep to - 680 f1� _. A......... 11 a . ,.� - 1�1 ,0 17.11 680 _ -a o p - -a o - EXISTING --:_ GRADE 676 i 676 - PROP' PRC1P. 1}0.00' -84 3.82' - 8" - PIC SCH 40 - SUB -GRA DE PV+ .SCH 40 a c 0.9H 0.98; _- 670 - GRAD - - 670 -- -- - - - - i- 22.85' 8" - PVCISCH 40 HGL 0.98% 2919' - 8"" ;=1 Z Z PVD SCH 40 665 665 ru _..._@ 0.92 to, - !16.98' -1x" D; PVC SCH 40 �' ❑ 7.18 -15" 50.00; -12' 0 @ 0: 98% Z - - A_DS N-12 ;ADS N-12 ADS N-12 0= ❑ Il 27.14 - 8' +et a! --- . _ 4.62% : @ 0.73%° @ O:M% d PVC SCH 40 to Z — [] O - 660 660 - LI � g Imo- LL N Z N In r c+i N O p N Ma w -- I r C' r 't op w r G� cd q r ch C? tR i- "o0 656 656 c, .- N- •. _ 1_ N s+c. - +. �-_.u, .. 10 �,, o - - ' > a>_ ...- a©. �- y m ip & p m {� iC7 � T7 r Z 1` � � Gi O7 P tD cri cwop?" cn c ui Iwo � � c Z coto , cD w Z v 4V to � +e! �€ w Z cD z K)to cC 2W It Z w e0 ❑ lI 11 co III cp II 11 1 c� II 11 to W II 11. p 11 [I tp 11 tp 11 CD c � c t ? 11 = II j c 11 C II = if 7 m' 11 a II a!Z oZo caZZC]p p ?C7 cc°y zC? a-0 z00—o =Q +ZTZ ZZ 'Z ??T-- �� ZZI ZiZrZZ 193 660 650 J..__._ - -- -- - - 9150 10+OD 10+50 11+00 11+50 12+00 12+50 STR 41 - STR 49 *COVER DOME GRATE WITH GEO-TEXTILE FABRIC AT STRUCTURE 47 5 R5 3 54 55 56 6 I 57 - M to - 0) I S?Im 675 ._ .. --. o - 0 o.. _1 ...._ _ z 675 ❑ o F• H I-- 0 EXISTING _ GRADE 670 PROFf- 670 GRAD - - _ 18" MIN PVC SCM 40 CLEAR HGL @ 1.05% - 00 /2V665 Ards N-12 41'- 8""665 �Y°- _ _.-1 V6 SORA E 0.499° 17"' 8,. MIN. 54' - 8" @ 1.40% - PVC SCH fib' r 12" ADS 40 @ CLEAR VC SCH _-_-- N-12 Q 2.00% @ 1.00% - - 1.71%$so U3 --- I-• --. _ ..� � i --- -- - - ®: 0= 660 a zm - - -Lu w aYc° W oz uj 02 — t- t- C) Z o u) COO - .QW . N 5: U Z _ 655 4en_n o ch °p C7 H epi es+ Z �, Z V w Z L6 Z ro w Z Chi w Z co IL 0II II ep Il 11 W 1# 11 W If fl cf7 II II m It Il (a II [I II 00 00 C14 0 0)y> + >>+a> + � > +>> r +;.> +> +> - 650 1 mz0 IL Zzzz;?? =?.Z ? 650 9+50 10+00 10+50 11+00 11+50 12+00 12+50 STR 52 - STR 57 _ 61 - 56 58it 675 680i ..., 680 a 1970 675 - _ 675 EXISTFRG GRADE _. 1 PROP. GRADE - C 1965 670 - 670 -- �- _ __. _ D gCN W _ _.... HGL 4` - - -- -- 660 665 -- 665 �� - >- - -PVC ... 2.0 "1° -- --- © w a 'T 003 r ----- w/ 1y/ - w _ €rill ,a 655 19190 r a 660 e� - - W co p W - -ZOil to - - _._ - - - --❑ I-• I" cit z I- If : _ o Z r4 Z_ C7 - er �- p O O - +>? - Q -- a_� - Z Z U z 650 655 Z Z o Z z _ �-- 655 _.. 12+00 12+50 13+00 9+50 10+00 10+50 11+00 1 STR 58 - STR 58 > t 0 n z w WZ 6■i� z FC SPS 27-17 Co 51 - - co 0 E�T/'� 0 0-1 C) o� J W C D W cl) / �i EXISTING GRADE ! PROP.-- -1 GRADE1-- I ----- n .A�� �.1�• �• 15 -- f... -- _� - - - ! :- - 1 i - m to o Z r o -� It --- Z - O _ W - � _ COD + o -:_ -- N -- -- - ri r - - - - --�J AG 0350 LINING - - - - r 1- Z -. _ - Lu cit o 0;❑F: -- z _. cnr toll 11+51) 1 L+uu - STR 51A 4175 670 i 665 I^ I I 660 w 655 i (f) I zir Zu I JTuv 690 685 680 675 670 665 1 660 13+50 _ �. _ _—.__��r- _. 650 f - __-__ _ _ _ ... _ _ T! 50 25 0 50 100 9+50 10+00 10+60 11+40 11+50 SCALE: 1" — 50' STR 53 - STR 5 ..... ___71HO - 44 45 46 47 - 48 49 �_.c7 cs _ .,--- a to 11 w � w ep to - 680 f1� _. A......... 11 a . ,.� - 1�1 ,0 17.11 680 _ -a o p - -a o - EXISTING --:_ GRADE 676 i 676 - PROP' PRC1P. 1}0.00' -84 3.82' - 8" - PIC SCH 40 - SUB -GRA DE PV+ .SCH 40 a c 0.9H 0.98; _- 670 - GRAD - - 670 -- -- - - - - i- 22.85' 8" - PVCISCH 40 HGL 0.98% 2919' - 8"" ;=1 Z Z PVD SCH 40 665 665 ru _..._@ 0.92 to, - !16.98' -1x" D; PVC SCH 40 �' ❑ 7.18 -15" 50.00; -12' 0 @ 0: 98% Z - - A_DS N-12 ;ADS N-12 ADS N-12 0= ❑ Il 27.14 - 8' +et a! --- . _ 4.62% : @ 0.73%° @ O:M% d PVC SCH 40 to Z — [] O - 660 660 - LI � g Imo- LL N Z N In r c+i N O p N Ma w -- I r C' r 't op w r G� cd q r ch C? tR i- "o0 656 656 c, .- N- •. _ 1_ N s+c. - +. �-_.u, .. 10 �,, o - - ' > a>_ ...- a©. �- y m ip & p m {� iC7 � T7 r Z 1` � � Gi O7 P tD cri cwop?" cn c ui Iwo � � c Z coto , cD w Z v 4V to � +e! �€ w Z cD z K)to cC 2W It Z w e0 ❑ lI 11 co III cp II 11 1 c� II 11 to W II 11. p 11 [I tp 11 tp 11 CD c � c t ? 11 = II j c 11 C II = if 7 m' 11 a II a!Z oZo caZZC]p p ?C7 cc°y zC? a-0 z00—o =Q +ZTZ ZZ 'Z ??T-- �� ZZI ZiZrZZ 193 660 650 J..__._ - -- -- - - 9150 10+OD 10+50 11+00 11+50 12+00 12+50 STR 41 - STR 49 *COVER DOME GRATE WITH GEO-TEXTILE FABRIC AT STRUCTURE 47 5 R5 3 54 55 56 6 I 57 - M to - 0) I S?Im 675 ._ .. --. o - 0 o.. _1 ...._ _ z 675 ❑ o F• H I-- 0 EXISTING _ GRADE 670 PROFf- 670 GRAD - - _ 18" MIN PVC SCM 40 CLEAR HGL @ 1.05% - 00 /2V665 Ards N-12 41'- 8""665 �Y°- _ _.-1 V6 SORA E 0.499° 17"' 8,. MIN. 54' - 8" @ 1.40% - PVC SCH fib' r 12" ADS 40 @ CLEAR VC SCH _-_-- N-12 Q 2.00% @ 1.00% - - 1.71%$so U3 --- I-• --. _ ..� � i --- -- - - ®: 0= 660 a zm - - -Lu w aYc° W oz uj 02 — t- t- C) Z o u) COO - .QW . N 5: U Z _ 655 4en_n o ch °p C7 H epi es+ Z �, Z V w Z L6 Z ro w Z Chi w Z co IL 0II II ep Il 11 W 1# 11 W If fl cf7 II II m It Il (a II [I II 00 00 C14 0 0)y> + >>+a> + � > +>> r +;.> +> +> - 650 1 mz0 IL Zzzz;?? =?.Z ? 650 9+50 10+00 10+50 11+00 11+50 12+00 12+50 STR 52 - STR 57 _ 61 - 56 58it 675 680i ..., 680 a 1970 675 - _ 675 EXISTFRG GRADE _. 1 PROP. GRADE - C 1965 670 - 670 -- �- _ __. _ D gCN W _ _.... HGL 4` - - -- -- 660 665 -- 665 �� - >- - -PVC ... 2.0 "1° -- --- © w a 'T 003 r ----- w/ 1y/ - w _ €rill ,a 655 19190 r a 660 e� - - W co p W - -ZOil to - - _._ - - - --❑ I-• I" cit z I- If : _ o Z r4 Z_ C7 - er �- p O O - +>? - Q -- a_� - Z Z U z 650 655 Z Z o Z z _ �-- 655 _.. 12+00 12+50 13+00 9+50 10+00 10+50 11+00 1 STR 58 - STR 58 > t 0 n z w WZ 6■i� z FC SPS 27-17 Rev. No. Date 6 04/26/2019 1rH Op RAY L EPLER Lic. No. 32809 'AM L-20 i 1 ti �Zto L DATE: 05/26/2017 SCALE: H: 1" = 50' V. 1'° = 5' DESIGNED BY: RLL FILE NO. 3015L SHEET C6.02 17-14 Co -e,Fi 0 E�T/'� 0 0-1 C) o� J W C D W cl) / �i Z co Rev. No. Date 6 04/26/2019 1rH Op RAY L EPLER Lic. No. 32809 'AM L-20 i 1 ti �Zto L DATE: 05/26/2017 SCALE: H: 1" = 50' V. 1'° = 5' DESIGNED BY: RLL FILE NO. 3015L SHEET C6.02 17-14 STORM INLET CALCULATIONS LateralDownstream # Structure Upstream Lateral Structure Station Lateral Length Lateral (Feet) Slope Lateral Size Downstream (Inches) Lateral Invert Upstream Lateral Invert @ Building Inlet DA (AC) C CA I (in/hr) Q (cfs) Qb (cfs) Structure 65 0+55.06 16.22 6.35% Inlet ID Length (ft) 668.00 EP2 Ex. 29 65 0+68.00 16.22 5,49% 4 667,11 Name RD3 Ex. 29 65 1+05.07 16.22 3.08% 6 667.50 668.00 RD4 49 NYP-12P 1.00 0.02 0.75 0.02 6.50 0.10 0.00 48 NYP-12P 1.00 0.02 0.75 0.02 6.50 0.10 0.00 47 NY"P-12P 1.00 0.02 0.90 0.02 6.50 0.12 0.00 46 N-YP-12P 1.00 0.02 0.90 0.02 6.50 0.12 0.00 45 NYP-12P 1.00 0.04 0.75 0.03 6.50 0.20 0.00 44 DI -213 - 6' 6.00 0.24 0.90 0.22 6.50 1.40 0.00 EX7 Lai -3B - 4' 4.00 0.00 0.50 0.00 6.50 0.00 0.00 EX -5 DI -3C - 6' 6.00 0.00 0.50 0.00 6.50 0.00 0.00 70 DI -3C - 8' 8.00 0.00 0.50 0.00 6.50 0.00 0.00 69 DI -3C - 8' 8.00 0.20 0.78 0.16 6.50 1.01 0.00 68 D1-313 - 4' 4.00 0.29 0.75 0.22 6.50 1.4I 0.00 43 DI -3B - 4' 4.00 0.00 0.50 0.00 6.50 0.00 0.37 41 D1-213 - 6' _ 6.00 0.00 0.50 0.00 6.50 0.00 0.00 40 DI -2B - 6' 6.00 0.33 0.60 0.20 6.50 1.29 0.00 MH8 DI -2B - 6' 6.00 0.00 0.50 0.00 6.50 0.00 0.00 51A 131-313 - 4' 4.00 0.28 0.90 0.25 6.50 1.64 0.00 51 131-213 - 4' 4.00 0.36 0.65 0.23 6.50 1.52 0.51 57 NYP-12 1.00 0.09 0.90 0.08 6.50 0.53 0.00 56A NYP-12 1.00 0.03 0.90 0.03 6.50 0.18 0.00 58 NYP-12 1.00 0.02 0.90 0.02 6.50 0.12 0.00 56 NYP-12 1.00 0.00 0.00 0.00 6.50 0.00 0.00 55 NYP-12 1 1.00 0.02 0.90 0.02 6.50 0.12 0.00 54 NYP-12 1 1.00 0.02 0.60 0.01 1 6.50 0.08 1 0.00 ROOF DRAIN LATERALS LateralDownstream # Structure Upstream Lateral Structure Station Lateral Length Lateral (Feet) Slope Lateral Size Downstream (Inches) Lateral Invert Upstream Lateral Invert @ Building RD1 Ex. 29 66 0+41.00 16.97 5.89% 6 667.00 668.00 RD2 Ex. 29 65 0+55.06 16.22 6.35% 6 666.97 668.00 EP2 Ex. 29 65 0+68.00 16.22 5,49% 4 667,11 668.00 RD3 Ex. 29 65 1+05.07 16.22 3.08% 6 667.50 668.00 RD4 60 61 0+84.16 16.73 11.18% 6 666.13 668.00 EP1 60 61 0+71.49 16.73 12.25% 6 665.95 668.00 RD5 60 61 0+27.07 16.73 16.02% 6 665.32 668.00 RD6 59 60 0+65.73 11.72 27,13% 6 664.82 668.00 RD7 59 60 0+16.25 11.28 32.80% 6 664,30 668.00 RD8 56A 57 0+40.96 46.05 4.76% 6 666.80 668.99 RD9 51 51A 1+07.57 11.65 8.84% 6 679.37 T 680.40 FtD10 51 -- -- 51R 1+55,07 11.65 9.53% 6 681.79 682.90 RD11 51 51A 1+79.06 12.53 1.04% 6 682.87 683.00 R012 47 48 0+50.00 1 16.26 9.90% 6 666.39 668.00 RD13 46 47 0+50.00 16.27 12,91% 6 665.90 668.00 RD14 45 46 0+50.00 16.23 15.96% 6 665,41 - 668.00 -668.00 RD15 44 45 0+18.37 16.49 19.04% 6 664,86 43 667.73 RD16 41 44 0+07.18 16.88 20.62% 6 1 664,52 668,00 RD17 MH 6 MH 7 0+82,28 51.55 2230% 6 656.40 1 668.00 Qt cfs S (ft/ft) Q ( ) ( ) Sx (ft/ft) T ft ( } () W (ft) WiT SW (ft/ft) ( } SW/SX Eo 10.00 S'w = a/(12W) Se=SX+S'w(E o) (ft/fl) Lt () L, Spec Length i fl t a E (/a} Qi (cfs) Qb,, Co {cfs} Sag Inlets Only 0.00 48 666.79 Curb Ponding Opening d/h T a@ Sag 0.02 0.01 47 666.19 8.00 1.39 50.00 1.12 0.56 46 665.85 12.00 2.89 50.00 0.48 0.24 45 665,58 12.00 Depth (ft) Height (ft) 26.98 0.58 0.10 44 665.40 15.00 4.28 1 7.18 0.33 0.02 41 664.50 24.00 1 19.52 1 58.42 1 0.66 0.39 1.00 0.10 0.00 0.06 - - 2.95 58 666.67 8.00 0.12 13.99 0.01. 0.00 61 665.77 8.00 1.05 38.43 0.64 0.25 60 665.31 1.00 0.10 0.00 0.06 - - 2.95 0.10 2.60 112.90 0.53 0.60 EX -5 675.59 18.00 9.10 65.77 - 0.44 70 674.69 18.00 9.10 22.49 0.67 0.15 69 668.86 18.00 10.10 303.28 0.82 2.49 68 667.99 _ 11.05 38.89 0.94 0.36 43 667.73 24.00 15.43 1.00 0.12 0.00 0.06 - F 3.26 0.12 1.58 0.28 EX7 1 667.99 15.00 4.02 10.68 0.33 0.04 1,40 0.29 0.37 - 0.19 7.76 0.23 1.13 7.85 8.90 0.96 0.34 82.77 0.12 1.23 1.60 0.80 4.01 0.08 50.00 0.98 12.00 4.12 5.37 0.08 0.10 1.00 0.12 0.00 0.06 - - 3.26 0.20 051 0.13 0.27 0.35 0.18 3.96 0.06 0.69 3.81 2.65 0.23 0.08 51.22 0.51 0.11 0.25 l .00 2 0. 0 0.00 0.07 - - 4.39 1.40 0.01 0.02 5.94 2.00 0.34 0.08 4.17 1.00 3.52 0.15 0.17 7.62 6.00 0.79 1.00 1.40 0.00 0.25 - - - 0.00 0.01 0.02 0.00 2.00 0.00 0.08 4.17 0.00 3.52 0.15 0.02 0.00 4.00 1.00 0.00 0.00 0.00 0.00 - - - 0.00 0.61 0.02 0.00 2.00 0.00 0.08 4.17 0.00 3.52 0.15 0.02 0.00 6.00 1.00 0.00 0.00 0.00 0.00 0.458 0.000 0.00 0.00 0.01 0.02 0.00 2.00 0.00 0.08 4.17 0.00 3.52 0.15 0.02 0.00 8.00 1.00 0.00 0.00 0.00 0.00 0.458 0.000 0.00 1.01 0.01 0.02 2.00 8.99 0.08 34.32 0.38 0.07 0.17 8.00 0.09 8.00 8.00 1.00 1.00 1.01 0.00 0.22. 0.458 0.486 1.11 1.41 0.01 0.02 5.97 2.00 0.34 0.08 4.17 0.82 3.52 0.15 a.14 7.66 4.00 0.52 1.00 1.41 0.37 0.25 - - - 0.37 0.01 0.02 0.00 2.00 0.00 0.08 4.17 0.00 3.52 0.15 0.02 0.00 4.00 1.00 0.00 0.00 0.00 0.00 - - - 0.00 0.01 0.02 0.00 2.00 0.00 0.08 4.17 0.00 3.52 0.15 0.02 0.00 6.00 1.00 0.00 0.00 0.00 0.00 - - - 1.29 0.01 0.02 5.63 2.00 0.36 0.08 4.17 1.00 3.52 0.15 0.17 7.25 6.00 0.83 1.00 1.29 0.00 0.24 - - - 0.00 0.01 0.02 0.00 2.00 0.00 0.08 4.17 0.00 3.52 0.15 0.02 0.00 6.00 1.00 0.00 0.00 0.00 0.00 - - - 1.64 0.01 0.02 6.50 2.00 0.31 0.08 4.17 0.79 3.52 0.15 0.14 8.34 4.00 0.48 1.00 1.64 0.51 0.26 - - - 2.03 0.01 0.02 6.23 2.00 0.32 0.08 4.17 0.85 3.52 0.15 0.14 7.99 4.00 0.50 1.00 1.52 0.14 0.25 - - - 0.53 5.00 6.50 0.12 666.42 666.14 13.99 2.00 8.00 2.00 - 0.08 0.08 1.00 0.53 0.00 0.10 - - 8.04 0.16 5,00 6.50 1.05 666.13 664.94 38.43 3.10 8.00 2.48 3.02 0.10 0.21 1.00 0.18 0.00 0.07 - - 4.12 0.18 5.00 6.42 2.66 664.94 664.17 77.42 0.99 12.00 4.15 3.38 0.24 0.38 ADS N-12 59 53 0.00 0.50 0.00 0.41 5.00 6.28 2.60 664.17 663.62 112.90 0.49 12.00 2.68 3.31 0,56 0.56 1.00 0.12 0.00 0.06 - - 3.26 0.12 5.00 6.50 9.10 675.00 674.39 65.77 0.93 18.00 11.82 6.95 0.16 0.16 ADS N-12 70 69 0.00 0.50 0.00 0.00 - 6.44 9.10 674.39 673.49 22.49 4.00 18.00 24.56 12.19 0.03 0.03 0.00 0.00 0.00 0.00 - - 0.00 0.00 5.00 6.43 10.10 673.39 667.66 303.28 1.89 18.00 16.87 9.43 0,54 - ADS N-12 68 43 0.29 0.75 0.22 0.37 5.00 6.23 11.05 667.56 666.14 38.89 3.65 18.00 23.43 6.25 0.05 0.10 1.00 0.12 0.00 0.06 - - 3.26 0.12 5.00 6.19 15.43 666.14 666.13 11.77 0.09 24.00 7.82 4.91 0.04 0.04 ADS f-12 42 41 - 0.50 0.00 0.37 5.00 6.18 15.43 664.13 663.99 1756 0.80 18.00 10.95 8.73 0.03 0.03 1.00 0.08 0.00 0.05 - - 2.61 0.08 5.00 6.50 4.02 667.51 666.14 10.68 12.83 15.00 27.03 3.28 0.01 0.05 ADS N--12 HYDRAULIC GRADE LINE CALCULATIONS Inlet No. Outlet W.S.E. Do (in) o Lo (ft) Sfo (%) Hf (ft) (ft) 24.00 (c s) 55.47 0.74 0.41 29 666.67 10.00 2.46 43.68 1.31 0S7 49 666.92 8,00 0.10 50.00 0.01 0.00 48 666.79 8.00 0.19 50.00 0.02 0.01 47 666.19 8.00 1.39 50.00 1.12 0.56 46 665.85 12.00 2.89 50.00 0.48 0.24 45 665,58 12.00 3.06 26.98 0.58 0.16 44 665.40 15.00 4.28 1 7.18 0.33 0.02 41 664.50 24.00 1 19.52 1 58.42 1 0.66 0.39 40 662.60 24.00 20.63 55.47 0.74 0.41 MH8 659.70 48.00 107.05 12154 0.58 0.70 51A 67453 8.00 1.13 178.36 0.78 1.39 51 670.33 15.00 2.95 147.31 0.19 0.27 57 666.87 8.00 0.53 40.96 0.14 0.06 56A 666.67 8.00 0.69 8.54 0.29 0.03 56 666.13 8.00 0.81 53.56 0.40 0.21 55 665.40 8.00 0.91 36.61 0.51 0.18 54 664.62 12.00 0.98 66.29 0.06 0.04 53 664.30 12.00 3.46 23.57 0.84 0.20 58 666.67 8.00 0.12 13.99 0.01. 0.00 61 665.77 8.00 1.05 38.43 0.64 0.25 60 665.31 12.00 2.66 77.42 0.47 0.36 59 664.62 12.00 2.60 112.90 0.53 0.60 EX -5 675.59 18.00 9.10 65.77 0.67 0.44 70 674.69 18.00 9.10 22.49 0.67 0.15 69 668.86 18.00 10.10 303.28 0.82 2.49 68 667.99 18.00 11.05 38.89 0.94 0.36 43 667.73 24.00 15.43 11.77 0.41 0.05 42 1 665.40 18.00 15.43 17.56 1.58 0.28 EX7 1 667.99 15.00 4.02 10.68 0.33 0.04 JUNCTION LOSS Vo (fps) Ho (ft) Qi (cfs) Vi (fps) QiVi Vi"2/2g Hi (ft) Angle (deg) K Hb (ft) Ht (ft) 1.3Ht (ft) 0.5Ht (ft) 4.51 0.09 0.02 666.94 - 670.16 0.03 666.81 0.09 0.12 0.06 2.19 0.02 666.19 670.16 0.27 665.85 670.16 0.02 0.03 0.01 0.55 0.00 0.1.0 2.19 0.21 0.07 0.03 0.00 0.00 0.00 0.03 0.04 0,02 3.98 0.06 0.19 0.55 0.10 0.00 0.00 0.00 0.00 0.00 0.06 0.55 0.03 5.37 0.11 1.39 3.98 5,53 0.25 0.09 0.00 0.00 0.00 0.20 668.80 0.10 3.94 0.06 2.89 5.37 15.52 0.45 0.16 2.42 0.03 0.01 0.23 671.19 0.12 3.59 0.05 3.06 3.94 12.06 0.24 0.08 38.56 0.42 0.10 0.24 0.31 0.15 11.11 0.48 15.43 8.73 134.73 1.19 0.41 8.98 0.11 0.13 1.03 1.40 0.51 0.38 4.28 3.59 15.38 0.20 56.99 0.54 0.11 0.02 0.03 5.00 6.57 0.17 19.52 11.11 216.86 1.92 0.67 16.70 0.21 0.40 1.24 0.55 0.62 20.65 1.66 20.63 6.67 137.68 0.69 0.24 49.64 0.50 0.34 2.24 5.00 1.12 7.85 0.29 665.41 50.00 0.98 8.00 1,40 0.29 0.37 - 0.19 7.76 0.23 1.13 7.85 8.90 0.96 0.34 82.77 0.69 0.66 1.23 1.60 0.80 4.01 0.08 50.00 0.98 12.00 4.12 5.37 0.08 0.10 0.05 3.81 0.06 0.53 4.01 2.11 0.25 0.09 51.22 051 0.13 0.27 0.35 0.18 3.96 0.06 0.69 3.81 2.65 0.23 0.08 51.22 0.51 0.11 0.25 ADS N-12 0.13 41 0.12 2.97 035 0.14 79.07 0.68 0.09 4.28 664.52 664,19 5.29 0.11 0.81 3.96 3.20 0.24 0.09 21.39 0.26 0.06 0.26 41 0.13 4,98 0.10 0.91 5.29 4.83 0.44 0.15 2,15 0.03 0.01 0.26 662,90 C.13 4.41 1 0.08 0.98 4.98 4.89 0.39 0.06 16.14 0.20 0.08 0.25 MI -18 0.13 0.60 2.60 3.31 8.59 0.17 79.41 0.68 0.12 661,00 55.47 0.50 2.97 0.04 6.57 0.14 0.14 ADS N-12 MI -18 0.04 0.05 0.03 3.02 0.04 5.00 5.62 107.05 661.00 656.50 0.04 0.06 0.03 3.38 0.04 1.05 3.02 3.18 0.14 0.05 39.75 0.43 0.06 0.15 0.20 0.10 3.31 0.04 2.66 3.38 8.99 0.18 0.06 34.32 0.38 0.07 0.17 8.00 0.09 6.95 0.23 0.38 PVC 51 - 50 0.36 0.23 0.23 0.11 12.19 0.58 9.10 6.95 63.25 0.75 0.26 90.00 0.72 0.54 1.38 12.19 0.69 9.43 0.35 9.10 12.19 110.91 2.31 0,81 1.65 0.02 0.05 1.20 0,08 0.60 6.25 0.15 10.10 9.43 95.27 1.38 0.48 14.73 0.19 0.26 0.89 4.01 0,45 4.91 0.09 11.05 6.25 69.12 0.61 0.21 12.95 0.16 0,10 0.42 5.00 0.21 0.69 4.02 3.28 13.17 0.17 81.62 0.69 0.11 3.81 0.04 0.04 8.73 0.30 15.43 4.91. 75.84 0.38 0.13 10.14 0.13 0,05 0.48 0,62 0.31 3.28 0.05 53.56 1.00 8.00 1,41 3.96 0.05 1 0.03 Final H Inlet W.S.E. 669.24 1.82 661.52 Rim Elev (ft) (ft) (ft) 685.87 0.63 667.30 670.40 0.02 666.94 - 670.16 0.03 666.81 670.16 0.59 666.79 670.16 0.34 666.19 670.16 0.27 665.85 670.16 0.18 665.58 670.70 0.90 665.40 Velocity (fps} 670.90 1.03 663.63 669.24 1.82 661.52 668.16 1.58 676.11 685.87 1.07 671.40 678.24 0.11 666.98 669.60 0.20 666.87 669.96 0.34 666.47 Runoff Coef. CA (lncrem.) CA (Accum.) 670,19 0.31 665.72 669.91 0.17 664.79 669.60 0.32 664.62 Velocity (fps} Increm Flaw Flow Time 666.77 0.03 666.70 670.03 0.28 666.05 669.15 0.47 665.77 670.80 0.68 665.31 670.35 0.55 676.14 680.67 0.84 675,53 677,39 3.09 671.95 679.32 0.81 668.80 671.47 0.26 667.99 6.50 2.46 666.40 670,91 0.59 665.99 671.19 0.06 668.05 671,87 STORM SEWER PIPE COMPUTATIONS E-- co E °D t Zi--� ■ E4 z d To DA (Acres) Runoff Coef. CA (lncrem.) CA (Accum.) Tc (min) Rainfall Runoff Q, Invert Up invert Down Length (ft) Slope (%) Diameter (in) Capacity Velocity (fps} Increm Flaw Flow Time Pipe From LL C z (in/hr) (cfs) (ft) (ft) (cfs) Time (min) (min) Material 29 28 0.42 0.90 0.38 0,38 5.00 6.50 2.46 666.40 666.00 43.68 0.92 10.00 2.26 4.51 0.16 0.16 RCP IV 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 0.38 0.38 PVC 48 47 0.02 0.75 0.02 0.03 5.00 6,35 0,19 666.39 665.90 50.00 0.98 8.00 1.40 0.55 0.31 1.53 PVC 47 46 0.02 0.90 0.02 0.05 5.00 5.83 1.39 665.90 665.41 50.00 0.98 8.00 1,40 3.98 0.21 0.21 PVC 46 45 0.02 0.90 0.02 0.07 5.00 5.77 2.89 665.41 664.92 50.00 0.98 12.00 4.12 5.37 0.16 0,16 ADS N-12 45 44 0.04 0.75 0.03 0.10 5.00 5.72 3.06 664.92 664,72 26.98 0.73 12.00 3.57 3.94 0.09 0.11 ADS N-12 44 41 0.24 0.90 0.22 0.31 5.00 5.69 4.28 664.52 664,19 7.18 4.62 15.00 16.23 3.59 0.01 0.03 ADS N-12 41 40 0.00 0.50 0.00 0.69 5.00 5.68 19.52 663.99 662,90 58.42 1.86 24.00 36.04 11.11 0.09 0.09 ADS N-12 40 MI -18 0.33 0.60 0.20 0.88 5.00 5.65 20.63 661.28 661,00 55.47 0.50 24.00 18.78 6.57 0.14 0.14 ADS N-12 MI -18 MH7 0.00 0.50 0.00 0.88 5.00 5.62 107.05 661.00 656.50 121.54 3.70 48.00 298.12 20.65 0.10 0.10 RCP III 51A 51 0.28 0.90 0.25 0.25 5.00 6.50 1.13 682.87 674.00 178.36 4.98 8.00 3.15 7.85 0.38 0.38 PVC 51 - 50 0.36 0.65 0.23 0.49 5.00 6.35 2.95 673.17 669.33 147.31 2,61. 15.00 12.19 7.76 0.32 0.32 ADS N-12 57 56A 0.09 0.90 0.08 0,08 5.00 6.50 0.53 666,80 666.23 40.96 1.39 8.00 1.67 4.01 0.17 0.17 PVC 56A 56 0.03 0.90 0.03 0.11 5.00 6.43 0.69 666.23 666.14 8.54 1.00 8.00 1.41 3.81 0.04 0.04 PVC 56 55 0.00 0.00 0.00 0,13 5.00 6.42 0.81 666.14 665.60 53.56 1.00 8.00 1,41 3.96 0.23 0.23 PVC 55 54 0.02 0.90 0.02 0.14 5.00 6.33 0.91 665.60 664.87 36.61 2.00 8.00 2.00 5.29 0.12 0.12 PVC 54 53 0.02 0.60 0.01 0.16 5.00 6.29 0.98 664.87 663.74 66.29 1.70 12.00 5.44 4.98 0.22 0.22 ADS N-12 53 52 0.00 0.50 0.00 0.57 5.00 6.08 3.46 663.62 663.50 23.57 0.49 12.00 2.91 4.41 0.09 0.09 ADS N-12 58 56 0.02 0.90 0.02 0.02 5.00 6.50 0.12 666.42 666.14 13.99 2.00 8.00 2.00 2.97 0.08 0.08 PVC 61 60 0.18 0.90 0.16 0.16 5,00 6.50 1.05 666.13 664.94 38.43 3.10 8.00 2.48 3.02 0.10 0.21 PVC 60 59 0.28 0.90 0.25 0.41 5.00 6.42 2.66 664.94 664.17 77.42 0.99 12.00 4.15 3.38 0.24 0.38 ADS N-12 59 53 0.00 0.50 0.00 0.41 5.00 6.28 2.60 664.17 663.62 112.90 0.49 12.00 2.68 3.31 0,56 0.56 RCP IV EX -5 70 0.00 0.50 0.00 0.00 5.00 6.50 9.10 675.00 674.39 65.77 0.93 18.00 11.82 6.95 0.16 0.16 ADS N-12 70 69 0.00 0.50 0.00 0.00 5.00 6.44 9.10 674.39 673.49 22.49 4.00 18.00 24.56 12.19 0.03 0.03 ADS N-1.2 69 68 0.20 0.78 0.16 0.16 5.00 6.43 10.10 673.39 667.66 303.28 1.89 18.00 16.87 9.43 0,54 0.54 ADS N-12 68 43 0.29 0.75 0.22 0.37 5.00 6.23 11.05 667.56 666.14 38.89 3.65 18.00 23.43 6.25 0.05 0.10 ADS N-12 43 42 0,00 0.50 0.00 0.37 5.00 6.19 15.43 666.14 666.13 11.77 0.09 24.00 7.82 4.91 0.04 0.04 ADS f-12 42 41 0,00 0.50 0.00 0.37 5.00 6.18 15.43 664.13 663.99 1756 0.80 18.00 10.95 8.73 0.03 0.03 ADS N-12 EX7 43 0.00 1 0.50 O.00 0.00 1 5.00 6.50 4.02 667.51 666.14 10.68 12.83 15.00 27.03 3.28 0.01 0.05 ADS N--12 N LO c C W c%- c N C4 C4 COL) � ec (LnD -_ ="AN C4 es r n o qn LOU mLL c_ - FC SP# 27-17 C/1 E-- co E °D t Zi--� ■ E4 z d r- 540 E-- U W C:,,/" E- LL z Rev. No. Date 5 09/17/2018 H 4 RA Y L. EPLER Lic. Na, 32809 DATE; 05/26/2017 SCALE: 1" = 50' DESIGNED BY. RLK FILE N0. 3015L SHEET 06.03 17-14 680 675 670 665 660 RETAINING WALL "A" 680 680 675 675 670 670 665 666 660 660 655 9+50 10+00 10+50 11+00 11+50 RETAINING WALL "A" NOTES - 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS, (UNDER SEPARATE BUILDING PERMIT) 650 RETAINING WALL "B" - PF OPOSED BUILDIN -EXISTING-G BOTTOM F - TOP 'PROPOSED ,HANDRAIL RETAINING WALL "Ble —ORE -RE UIRE 4 }z5 Q , - -- - - - COORDINATE -WITH ARE . kISTIN &GRADE -a@— (PER VDOT DETAIL HR -1 OR - -- BOTTOM..FACE-OF. DRAIL OR EQ. APPBQ�ED EQ T W L - -----PROPOSED -DETAIL�1 (UNDER SEPARATE BUILDING PERMIT) - - ---GRADE @TOP OR POSE --BACK-OF-WALL - TOP BACK DF WALL - - B�lILDING __---------- f _ II _ - --- l PROPOSED PROPOSED - RADE @ TOP CIC OF WALL SIDE ACK OF WALL--- L ------- -----PR f PROP ____I?RO j71 " O.SED_FIIqISHED BOTTOM FACE z _ GRADE BOTTOM FACE 4 -- - - �N OF WALL qq11 �.` l $$$.� 0 Lu � ! 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(UNDER SEPARATE BUILDING PERMM IPJ47V_ED_ITQ,LI LENT) .. _ .._-_ EXISTING GI tADE (UNDER SEPARATE BUILDING PERMIT) WALL - _ .: __---------- f _ II _ - --- l PROPOSED PROPOSED - RADE @ TOP CIC OF WALL -. L ------- -----PR PROPOSED GIS OF ------ OSED FINISHED DE -BOTTOM FAG ALL�BUJLDING- _ SILT — -- ---m 0 — -- _ LLS W_ zi IL � LLI� o _a. m I£ I CJ7 4 ^_ (7 690 685 680 675 670 665 660 655 9+50 10+00 10+50 11+00 11+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 9+50 10+00 10+50 11+pp 11+5© 12+pp 1Z+5u RETAINING WALL "Ble RETAINING WALL "C" RETAINING WALL "D11 RETAINING WALL "E" NOTES- NOTES- NOTES: NOTES: 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. 1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BUILDING PERMM (UNDER SEPARATE BUILDING PERMIT) (UNDER 'SEPARATE BUILDING PERMIT) (UNDER SEPARATE BUILDING PERMIT) PROFILE 50 25 0 50 100 SCALE: 1" 50' 0 N W) r_ 00 cv a� r Ola N fV U M*Mto �'to _ C _ '_0004 fC 7,�l_c C "O N Q Z:p 10X ,64 7 � Ch ,H z Fri LLI Z r�T^� W FC SP# 27-17 U) I co a I) > � coa LL 0� Rev. No. Date 89/17/2018 H 0p a RANDY L. PLER' Lc. No 32809 -.a9Q -10i loNAi, DATE: 05/26/2017 SCALE: AS SHOWN DESIGNED BY: RLK FILE NO. 3015L SHEET 06.04 17-�4 4' MGN ON 12" V MIN ON 30' ASPHALT INSTALLATION DRAIN BASIN ROAD & HIGHWAY I GUIDELINE INLINE DRAIN ASPHALT ABOVE TETE SLAB STRUCTURESIZE DRAWN BY EW H-20 GRATE OPTIONS 313DVERMAVE BUFORD, CA 30518 12" NIA STANDARD SOLID 2X2 R&H NIA 15' NIA STANDARD SOLID 2X2 R&H NIA 18' NIA STANDARD SOLID 2X2 R&H 2X3 R&H 24'NIA (3) VARIABLE I 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 E1, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321, 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, T1115 PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EW MATERIAL 313DVERMAVE BUFORD, CA 30518 OR POSSESSION Of THIS PW DOES NOT CONFER, TRANSFER, OR LICENSE THE USE Of THE DESIGN OR DATE 4-4-06r� BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE + PHN (770) 932.2443 FAX (770) 932.2490 TECHNICAL INFDRMATICNSHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS i�ll• rrwwm)loplestKls.adlll REVISIEDRY NNH DATE 93.14.16 PROJEC'TNO.114W TITLE DRAIN BASIN, INLINE DRAIN, & ROAD & HKGHWAY (H-20 TRAFFIC LOAD) ASPHALT NSTALLATKON DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. nasi I(rLov W DWG STLE A SCALE 1-.M SHEET 1 DF 1 DIWO NO. 7001-110-186 REV E NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. - -- -- i MINIMUM PIPE BURIAL DEPT}( PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVA1LABLE(ACCORDING TO RECOMMENDATION PLANSPTAKEOFF) (B'MIN.ON12'-24`, 10' MIN. ON 37) � I -1 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' - 30' FOR CORRUGATED HDPE (ADS N-12111ANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40)" PVC 090010905, CORRUGATED &RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) i - IT - 30' PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A5A GRADE 70.6&05, 2 . 12'- Tr FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7060-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCDRDING TO PLAN DETAILS, RISERS ARE NEEDED FOR SASNS OVER 84" DUETO SHIPPING RESTRICTIONS. SEE DRAWING ND, 7001.110-085. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SRiA LCONFOW TO A5711E 0$212 FORCpRRLRGATEO F#)PE (MS N•12A1ANCOR COAL YVAJ L1, N-12 HP, & PVC SEWER (4"-241. 5- ADAPTERS CAN BE MOUNTED 0' TO W. TD DETERMINE MINIMUM ANGLE BETWEEN ADAPTER$ SEE DRAWING 140.7001-111"12. 6 - 12' - 24' PEDESTRIAN GRATES SHALL MEET H- 10 LCM RATING. 30" PEDESTRIAN GRATE S HALL MEET FM LOAD RATING (SEE DRAWING NO 70DI.110-1144 FOR H-20TRAFFIC LOAD GUIDEUNESj (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D, fes- 1Y MIN WIDTH GUIDELINE 6' MIN THICKNESS GUIDELINE C�} ADAPTER (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS AM FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ARIA?) G-360° TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, ACC PLANS TD PIANS SEE DRAWING NO, 7001-11@-111 FOR Noy TRAFFIC INSTALLATION. P (3) VARIABLE SUMP DEPTH i ACCORDING TO PLANS I (8' MfN. ON 12" • 24',10" MIN. ON 30' 4' MIN ON 12' - 24' BASED ON MANUFACTURING RED.) B" MIN ON Sir THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REUxJIREMEINTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM DMI. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 12` -3(r PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EDC MATERIAL 3130 VERON A AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT� OR POSSESSION OF THIS MW DOES NOT CONFER, DATE 4-P0 O7 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE SWORD, GA30518 PHN (770) 932403 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR { s 1299CGS �� { FAx (m) 932-2499 a TECHNICAL INFORrIA11M SHOMN HEREIN REPRO DUCTON OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTUREOFA,'N Y ARTICLE HEREFRON, FOR THE DISCLOSURE TO OTHERS �a WWW *aPlut-UL= RENSE� BY NRNH DATE 03-11.16 PROJECT NDJNAN[E TITLE DRAIN BASIN WITH PEDESTRIAN GRATE QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXC EFT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST, paps rincrl.►sr DING SDE A SCALE 1:40 SHEET1 O=10" 1 DWO NO. 7001-110.283 REY 0 NYLOPLAST 12F1 DRAIN BASIN: 281 2AG X 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENS10414SARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAINING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS WATERTIGHT JOINT (6- MIN. BASED ON (CORRUGATED HOPE SHOVVN) MANUFACTURING REO.) 4" MIN (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 12" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL. ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (PJC' SCH d@) PVC (9001(905 CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER LOAD RATINGPART GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, DRAWING # CLASS U, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321, - MEETS H•10 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 7001-110-202 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. { s 1299CGS 7001-110-203 SOI. DCOVER MINIMUM PIPE BURIAL $. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. 7001-110-204 PEDESTRIAN BRONTE DEPTH PER PIPE t29@CGPB 7001.110.205 DOME MANUFACTURER 1299GGD (3) VARIABLE I NVERT HEIG HTS RECOMMENDATION 1201EN AVAILABLE (ACCORDING TO (MIN. MANUFACTURING TECHNICAL INFORMATION SHOWNHEREIN PLANSITAI(E OFF) REQ. SAME AS MIN. SUMP) (5) ADAPTER 4 - DRAINAGE CONNECTi(N't STUB JOINTTIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION E" ANGLES BO PIPE ASTM D32$2 FOR CORRUGATED HDPE (ADS N-12+MANCOR DUAL WWI), VARIABLE O' -3611, THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. TILE ACCORDING TO N-12 HP, & PVC SEWER ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0.1146 PLANS 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENS10414SARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAINING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS WATERTIGHT JOINT (6- MIN. BASED ON (CORRUGATED HOPE SHOVVN) MANUFACTURING REO.) 4" MIN (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 12" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL. ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (PJC' SCH d@) PVC (9001(905 CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER LOAD RATINGPART GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, DRAWING # CLASS U, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321, - MEETS H•10 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 7001-110-202 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. MEETS H•20 GRATE OPTIONS LOAD RATINGPART # DRAWING # PEDESTRIAN - MEETS H•10 1299CGP 7001-110-202 _ STANDARD MEETS H•20 1299CGS 7001-110-203 SOI. DCOVER MEM H-20 $. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. 7001-110-204 PEDESTRIAN BRONTE NIA t29@CGPB 7001.110.205 DOME NIA 1299GGD 1 7001.110.206 DROP IN GRATE LIGHT DUTY 1201EN I 7001-i 10•(121 I - GRAT EVSOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050.05, co ICLUREIH1$ SHODAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS. �s o s ACTH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSE$ SU&ECT MATTER IN WHICH DRAWN BY EBG MATERIAL 3130 VERONA AVE 2 - FRAMES SHALL BE DUCTILE IRON PERASTM A536 GRADE 7058.05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT PAVEMENT $. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. SECTION BUFORD, GA 30516 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.29-H 30 FEET, ulRAL PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHRPFING RESTRICTICNN& SEE DRAWING NO. 7001-110-085 TRANSFER, OR LICENSE THE USE OF THE, DESIGN ORFAX RAILS :2" MIN -NPS (2.375" O,D.) SCHEDU EXPANSION JOINT y 10fla+#' (770) W-2440 R"MIDTEEL SMOO TECHNICAL INFORMATION SHOWNHEREIN REVISED BY NMH PROJECT NOINAAIE www.nyipplast-ou.com 4 - DRAINAGE CONNECTi(N't STUB JOINTTIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION E" ACCORDANCE WITH NOTE 1. BO PIPE ASTM D32$2 FOR CORRUGATED HDPE (ADS N-12+MANCOR DUAL WWI), CONTAINED HEREIN, OR MANUFACTURE OF ANY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. TILE N-12 HP, & PVC SEWER ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0.1146 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 368'. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN \ \ /COMPACTED �. SUBGRADE /\%.\`f�4'/�ti/'' /\�`��\/\\�'���\ `� ��`\�` //\'• COMPACTED TO 95% DENSITY AT OPTIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-118-012. PERMISSION FROM NYLOPLAST. caa+) nraoP Asr DING 511E A SCALE 1:26 SHEET 10 1 DYVG N0. 7001.110.189 REV E GATE MANUFACT DUMPSTER SLAB EXP. JOINT Tl PRESSURE TREATED BOARD ON BOARD Wn()n r;ATF OP APPPnVrr1 Fnl IAI 7" THICK POURED CONCRETE PAD W1 GX6-10110 W.W.M. ON COMPACTED 6" AGGREGATES BASE BELOW SLAB AND FOOTING TRASH ENCLOSURE DETAIL WITH BOARD ON BOARD CONSTRUCTION NTS 114" STEEL TUBE FILLED ;RETE& EMBEDDED )NCRETE FOOTING WAY PAVEMENT TYPICAL CONCRETE PAVEMENT SECTIONNOT TO SCALE DRIVEABLE SIDEWALK 'Iii'WIDE PAVEMENT 8" 4,000 PSI REINFORCED CONCRETE WITH 6x6W2.912.9 WWM 8" SUBBASE VDOT STD. 21 B f Ipf11!IEfIICOMPACTED SUBGRADE (COMPACTED TO 95 "+•a DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. MAD( 8'•0'->~-r,l"IA7(.6••0"--�{ GRIF+PdNG RAIL r��I O.C. �i' NPS PIPEPICKET WDLL C.ia Pkrwrr SNSHR-1 [t-MAX.6'-0" MAX.6'•0" &NCI ROD ro(TYP.E�MpOTH1" STANDARD PIPE. I fe 1 1 IiJ GROUNDINGELECTRODE ANCHOR BOLTS (TYP,)ULE 60 PIPELE 40 PIPE MIN RULE 40 PIPE3„ MA%, TH HOUND RODHR-T TYPE EPEDESTRIAN RAILING ANCHOR BULTS (FOR USE /LONG SIDEWALKS A D RAVPS) SEE ROADWAY PLANS OR TYPICAL SECTIONS 2" min. FOR DISTANCE TO 1%' NPS SCHEDULE 40 PIF CONCRETE STEPS GRIPPING RAJL POSTS % %" MIN. NPS (1.90" D.D.) SCHEDULE BD PIPE SIDEWALK flR SHARED RAILS : IY2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH, GROUNDING 2/4,nt'.n ELECTRODE HR -1 TYPE I HANDRAIL ON](FOR USE ALONG STEPS) �/;SOLID STEEL NOTES SMOOTH ROUND RO L THE CONTRATOR SHALL SUSMIT DRAWINGS DETAILeNG ALL ASPECTS OF FABRICATION AJ➢ INSTALLATION OF RAILINGCONCRETE FOOTING TOINCLUDING CONCRETE FOUNDATIONS FGR APPROVALBYi`HE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, HOLDING A VALID LICENSE 70 PRACTICE ENGINEERING IN GRIPPING RAL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIATHE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN TO OR GREAT R HEARTH FOUNDATION DETAIL E TAN 5 PERCENT. GRlPPtlVG ACGOROANCE W17H DHE CURRENT ROAD AND 6RiDG£ SPEC�ICATIDNS. 1 I. sT T. TRAL W LL BE NC D€N A_ O I"E F TCOS 0 0 ACHEEVE A UNIFORM COATING NAIL V€NTINC AND (FOR USE W17H TYPE A& AIRALINGSI THE RAILING. DRAINAGE HOLES FOR GAJ-VANI2FJG SHALL B. INNCLUDYD IN THE SHOP DRAINING$. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 5"-0" MAD(" 8'-0", ASTM A563. AND ASTM F844, ALL ANCHOR BOLTS SHALL BE IN SEE ROA] PLANS ACCORDANCE WITH AASHTO M314,GRADE 36, 4%2" O,C.;' NPS PIPE PSCKET '( FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VOOT"S APPROVED MATERIA. 4"fa'• D.C. �" SOLID PICKET 4" WALL DETAILS, LIST MAY BE USED RN LIEU OF CAST IN PLACE ANCHORS AND SHALL co ICLUREIH1$ SHODAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS. �s o s AND STEPS. 3' SCHEDULE 40 STEEL 6. HANDRAILS SHALL MATCH GRACE OF RAMPS SIDEWALKS AND STEPS. • ' ry 7. ALL POSTS ARID PICKETS SHALL BE SET PLUMB. .•'.A• PAVEMENT $. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. SECTION RAIL EXPANSION JOINTS AT GROUNDING MATERIALS INSTALLATION TO IE IN ACCORDANCE NOT EXCEEDING �NNTERVAL5 3" MAX. 30 FEET, ulRAL EXPANSION JO!NTS AT POSTS :2" MIN. NPS (2.375" O.O.) SCHED RETAJMNG HALL RAILS :2" MIN -NPS (2.375" O,D.) SCHEDU EXPANSION JOINT PICKETS "MIN. N5". SCHE 18' DIA. CONCRETE R"MIDTEEL SMOO SNSHR-1 [t-MAX.6'-0" MAX.6'•0" &NCI ROD ro(TYP.E�MpOTH1" STANDARD PIPE. I fe 1 1 IiJ GROUNDINGELECTRODE ANCHOR BOLTS (TYP,)ULE 60 PIPELE 40 PIPE MIN RULE 40 PIPE3„ MA%, TH HOUND RODHR-T TYPE EPEDESTRIAN RAILING ANCHOR BULTS (FOR USE /LONG SIDEWALKS A D RAVPS) SEE ROADWAY PLANS OR TYPICAL SECTIONS 2" min. FOR DISTANCE TO 1%' NPS SCHEDULE 40 PIF CONCRETE STEPS GRIPPING RAJL POSTS % %" MIN. NPS (1.90" D.D.) SCHEDULE BD PIPE SIDEWALK flR SHARED RAILS : IY2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH, GROUNDING 2/4,nt'.n ELECTRODE HR -1 TYPE I HANDRAIL ON](FOR USE ALONG STEPS) �/;SOLID STEEL NOTES SMOOTH ROUND RO L THE CONTRATOR SHALL SUSMIT DRAWINGS DETAILeNG ALL ASPECTS OF FABRICATION AJ➢ INSTALLATION OF RAILINGCONCRETE FOOTING TOINCLUDING CONCRETE FOUNDATIONS FGR APPROVALBYi`HE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, HOLDING A VALID LICENSE 70 PRACTICE ENGINEERING IN GRIPPING RAL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIATHE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN TO OR GREAT R HEARTH FOUNDATION DETAIL E TAN 5 PERCENT. GRlPPtlVG ACGOROANCE W17H DHE CURRENT ROAD AND 6RiDG£ SPEC�ICATIDNS. 1 I. sT T. TRAL W LL BE NC D€N A_ O I"E F TCOS 0 0 ACHEEVE A UNIFORM COATING NAIL V€NTINC AND (FOR USE W17H TYPE A& AIRALINGSI THE RAILING. DRAINAGE HOLES FOR GAJ-VANI2FJG SHALL B. INNCLUDYD IN THE SHOP DRAINING$. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 5"-0" MAD(" 8'-0", ASTM A563. AND ASTM F844, ALL ANCHOR BOLTS SHALL BE IN SEE ROA] PLANS ACCORDANCE WITH AASHTO M314,GRADE 36, 4%2" O,C.;' NPS PIPE PSCKET '( FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VOOT"S APPROVED MATERIA. 4"fa'• D.C. �" SOLID PICKET 4" WALL DETAILS, LIST MAY BE USED RN LIEU OF CAST IN PLACE ANCHORS AND SHALL OULE OTH co ICLUREIH1$ SHODAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS. �s o s AND STEPS. 3' SCHEDULE 40 STEEL 6. HANDRAILS SHALL MATCH GRACE OF RAMPS SIDEWALKS AND STEPS. • ' ry 7. ALL POSTS ARID PICKETS SHALL BE SET PLUMB. .•'.A• PAVEMENT $. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. SECTION CURB (SEE STD. GROUNDING MATERIALS INSTALLATION TO IE IN ACCORDANCE DETAILS) WITH ST'D.FE-6,COMMERCIALLY ulRAL EXPANSION JO!NTS AT 1INTERVALS NOT EXCEEDING 3" MAX, 30 FEET.POSTS •y4 18' DIA. CONCRETE :2" MIN.NPS (2.375" 0.0-) SCHERETAINING WALL RAILS :2" MIN. NPS (2.375" O -D-) SCHED EXPANSION JOIN PECKET5 : 3'a" MGN. NPS OL.05" O.D,) SCI - W OR "MIN. SOR,ID SYEEI. SMO) OULE OTH co ICLUREIH1$ SHODAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS. �s o s AND STEPS. 3' SCHEDULE 40 STEEL 6. HANDRAILS SHALL MATCH GRACE OF RAMPS SIDEWALKS AND STEPS. • ' ry 7. ALL POSTS ARID PICKETS SHALL BE SET PLUMB. .•'.A• PAVEMENT $. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. SECTION CURB (SEE STD. GROUNDING MATERIALS INSTALLATION TO IE IN ACCORDANCE DETAILS) WITH ST'D.FE-6,COMMERCIALLY T, rry AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU y4 OF DESRSNING AND FABRICATING THE RAILING. DOCUMENTATION FROM •y4 18' DIA. CONCRETE ANCHOR THE MANUIFACTURER VERIFYING THAT PROJECT REOUIREMENTS ARE 4 4' ENCASEMENT BOLTSMET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE W INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN E" ACCORDANCE WITH NOTE 1. BO PIPE 10. HANDRAL TO BE' IN ACCORDANECE WITH THE LATEST EDITION OF ULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. DULE 40 PIPE 11. THIS HANORAL IS TO BE USED ONLY AS A PROTECTION FOR ROUND ROD GROUNDING PED€STRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR -1 TYPE III BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT.FOR VEHICULAR PROTECTION STANDARD GUARDRAL SHOULD(FOR USE ALONG SHARED USE PATHS) BE O ED, SREFERATI NA COPY OF THE ORIGINAL SSE�A(LLEDA AANND SBS FD /D�R�A�WLNNG IIS,�OIN FILE IN THE CENTRAL OFFICE. NtVIOT STAI VDflitD HA VDR1"'UL ROAM] AN] BRIDGE STANDARDS 238 METHOD OF LOCATING AND ERECTING REVl510N DATE SHEET I OF 1 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 60105 NOTES: 1. THIS ITEMf NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 2'R 3. COMBINATION CURB &c GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTERBE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. TsI> The bottom of the curb and guttermay be constructed paralle9 to the slope of subboss courses provided d minlmum depth of 7' is maintained. COMBINATION 6REVERSE CURB GUTTED FIBERGLASS PULTRUDED GRATE EX. CG STDSIDEWA CG -6 I SIDEV ANCHOR GUTTER PAN CROSS SECTION NTS NOTES: 1. UNLESS OTHERWISE NOTED, CONCRETE SHALL BE CLASS A3 2. EXPANSION JOINT FILLER SHALL BE 112" BITUMINOUSTYPE PREFORMED EXPANSION JOINT FILLER, ASTM D-175'1 S.S. FLEX. BOLT AND LOCK WASHE'R� FIBERGLASS PULTRUDED GRATE - GUTTER GRATE ISOMETRIC DETAILS M -CLIP (S.S,) M CLIP " WIANCHOR---".- PULTROUDED GRATE 8'x3.08' SIDEWALK GRATE Sj�� •?>1 q ° S.S. THREADED ROD 42" •4° e 1 CONCRETE '4" 51DEWALK,, - 4'" MIN. $ O�"A' °CON(. ANCHOR -GUTTERADHESIVE PAN DRILL HOLEIN CONCRET 44CENTERED ON LIP (11'" FROM EDGE) ANCHOR DETAIL NTS SUPPORT DETAIL NOTES: NTS 1. GRATING SHALL BE 2" 50% OPEN, TBAR, 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 1' FROM END OF GRATE SHALL BE INSTALLED. SEE DETAIL. 3. ALL M -CLIPS, BOLTS, ETC. SHALL BE 316 STAINLESS STEEL (S.S.). TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE PRECAST CONCRETE BUMPER " DIAM. HOLE (TYP.) 2 -- #4 BARS CONTINUOUS FULL LENGTH OF CONCRETE REINFORCING BARS EMBEDDED 18" INTO SUBGRADE WHEEL STOP 11/05/14 N.T.S. VER 1 FL 0 r LIMITS OF PAYMENT PER EACH U) W 0O F_ o ~ PAVEMENT SLOPE_ PAVEMENT SLOPE z '� Lu 111!'-0 ' L w UI LU up - 4,-0„ 2%0„ 4'-D'. a a F A a < RADIUS 4'-10„ o w "' 0 0 LIMITS OF PAYMENT �/ 1 FOR CURB NOSE DOWN CURB TO GUTTER z Lu a n. a O B co z LD UJ O F- arwn LIMIT OF PAYMENT FOR CURB 2'R. DOWELED JOINT- dy / 1 A DOWELED JOINT B GUTTER PAN LIMITS OF PAYMENT FOR CURB SECTION A -A (NTS) VARIABLE Psi-Ope yr co �s o s 3' SCHEDULE 40 STEEL • ' ry .•'.A• PAVEMENT TYPE W, 'W, OR 'C' SECTION CURB (SEE STD. PAINTED YELLOW DETAILS) GUTTER PLUME DETAIL (SUMP NOT TO SCALE GRADE LIMITS OF PAYMENT PER EACH W z Lu LU - 4'-0" [D 1,IDL A 4 ul a. LIMIT OF PAYMENT 0 FOR CURB 4S A oho NOSE DOWN CURB TO GUTTER O$ 3'-D" MIN, SOD SHOULDER 2'_0" 6" t ON GRADE II� -,) 3"_j SECTION B -B GUTTER FLUME DETAIL ION GRADE NOT TO SCALE GUTTER PAN SHOULDER MOUND TOP OF CONCRETE FILL, co Ca" DIA. -ANSI 3' SCHEDULE 40 STEEL PIPE FILLED WITH 611 l! 10H CONCRETE AND W PAINTED YELLOW T, rry y4 % •y4 18' DIA. CONCRETE 4 4' ENCASEMENT W E" t• h Fa -•'I BOLLARD DETAIL 10/28/14 NJ.& VER 1 WIDTH VARIES SEE SITE PLAN °' \ \ /COMPACTED �. SUBGRADE /\%.\`f�4'/�ti/'' /\�`��\/\\�'���\ `� ��`\�` //\'• COMPACTED TO 95% DENSITY AT OPTIMUM rr 4 SUBBASE 21-A STONE) ) MOISTURE CONTENT 4" 3000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) CONCRETE SIDEWALK 11105114 N.T.S. VER 1 SIGN (SEE DETAIL) SIGN SHALL BE LOCATED FC SUCH THAT IT WILL NOT EP BE OBSCURED BY WHEEL STOP VEHICLE PARKED IN SPACE.. WITH EP {2' INTERNATIONAL SYMBOL OFACCESSIBILITY STRIPED AREA Ix 00 Gl%l HANDICAPPED SYMBOLS 8' MIN- DISPLAY CONDITIONS I LIGHT COLORED 8' VAN ACCESSIBLE SPACE REFLECTIVE RESERVED S' FOR REGULAR SPACE BACKGROUND PARKING MAT'L I 24„ NOTE: DARK COLORED B" 6" RAMP FOR HANDICAPPED MUST 2" LETTERS & BE LOCATED AT SAME POINT 318" BORDER ADJACENT TO THE STRIPED AISLE. 9" UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF $50.00 TO $900.00 4.0' MIN. 7.0' MAX.. LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL 4" STEEL PIPE FILLED NTH CONCRETE HANDICAPPED PARKING 04115 _ N,T.& VER 1 C4 to to oma E C CNU C4 U .� I QUI) 00 .� C CV Imo- t4 7� > r} Z3 C ` t C OD 4)� Lill rL LL = z 0W FC SP# 27-17 Rear. No. Date 5 09/17/2018 H op R DY L. EPLER LiC. Na. 32809 ZOO 11* O1VAL BATE: 05/25/2017 SCALE: - N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07.01 f -14 co l! 10H W „ J rry m H'L 91 W U. Fa -•'I Rear. No. Date 5 09/17/2018 H op R DY L. EPLER LiC. Na. 32809 ZOO 11* O1VAL BATE: 05/25/2017 SCALE: - N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07.01 f -14 Do RAM _ TMP. LIN o GUTTER ,r 12:1 MAX �I .I. L1 GUTTE TRANSITION 20:1 N Cts 1 H1 � H L3 GUTTER TyP• TRANSITION GUTTER 12:1 MAX RAMP, a (K } L TVP. GUTTER 12:1 MAX E1 E M� H1 3 ^� J_yy J D I L1 B L2 L=r' L3 GUTTE TMP. TRANSITION 20:1 MA GUTTER GUTTER TRANSITION 12:1 MAX TVP. - GUTTER 12:1 MAX RAM'��✓JJ RAM r� Y Cp GUTTE I RAM .) C TRANSITION GUTTER [;o Ijry TRANSITIONGUTTERgyp' o E1 .. r / as°00 (� ] H1. , 12 MAXI E MAIC r� Qvo$ (G L"J L1 20:1 N L3 TMP GUTTER 12:1 MAX I I L1 GUTTE TRANSITION 20:11 CG -12 TYPE A CG -12 TYPE B CG -12 TYPE B CG -12 TYPE B RAMP #: 1-2,6 (PARALLEL) (PERPENDICULAR) (MODIFIED) RAMP #: 5 & 7 RAMP #: 3 RAMP #: 4 4 a CC 12 NOTE:CCMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA 1N SQUARE YARDS) �j p� r r CUR9 WHEN REQUIRED CCG -2 OR CG -3 IN LINEAR FEET) GENERAL NOTES DETECTABLE WARNNG SURFACE (AREA IN SQUARE YARDS) 1, THE DETECTABLE WARNING SHALL BE PROVIDED EY TRUNCATED DOMES. EACH OF THE ABOVE ITEVS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL B. FROM THE MATERIALS APPROVED M LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES, PRODUCTS NOT LISTED SHALL MEET - 5'DEWALK RAMP 12'1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 46'1 MAX WARNING SURFACE AND SHALL SE SUBMITTED TO THE STANDARDS AND SPECIAa DESIGN SECTION FOR APPROVAL. - 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONCLITHNCALLY WITH RAMP �• - FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HCLES MUST BE PROVIDED FOR DOWEL BARS SC LS THAT ADJOIN;NC FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF �. 10:1 MAX PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5, REQUIRED BARS ARE TO BE NO.5 X 8'• PLACED 11 CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAM? FLOOR, Ml,-CEPTH OF RAMP FLOOR, MINIMLR.N CONCRETE COVER I%'. r T NS ADJACENT TO CURB RAMPS / CLIiH AN GUTTER StOP.. 7RMNS1 O- 6. CURB D • MIN ARE INCLUDED IN PAYMENT FAR CURB I CURB AND GUTTER. 5 M 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r i2 - BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIDNS WwEREVER 12Js MAS AN ACCESSIBLE ROUTE WITHIN THE RIG HT OF WAY OF A HIGHWAY FAC,LITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED SEH.ND VEHICLE STOP LIMES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP '.NLETS, ETC, ACCESS18LE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 170 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12 1 MAX THAT INE SLOPE AT THE CONNECTION OF THE CURB OPENING I5 ��� p PERPENDICULAR TO THE CURB, 5-11N!N XX ?C 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK a. µLN TRAFFIC, REFER TO S"ANDARD CO -13. COMMERCIAL ENTRANCE (HEAVY - - AT X . 2" HIGHER THAN TRUCK TRAFFICI FOR CONCRETE DEPTH. EDGE OF PAVEMENT AT `,K xC A TOP F CURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARES USE PATH, " 5 ME AS 0 THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11• WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME u1 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL_ SECTION OF .6"-2.4'" C -C 'O CURB AT ENTRANCES CR STREET CONNECTIONS THE DETECTABLE a WARNING SURFACE 'SHALL HAVE A FACTORY RADIUS OR BE FIELD 1 � D O 0 O 0 O -A -M4131FiED AS RECOMMENDED BY THE MANUFACTURER TO MATCH !- _� THE BACK OF CURB. �1 D 6 D 0 0 O C 0 0 0 0 0 U 0 0 0 0 0 ❑ 0 0 0 0 0 0 A,Nf71HG RAA`P 6 0 O 0 0 0 0 0 O O P❑❑❑ 0 0 T d, 0 0 0 0 0 0 0 0 0 O 0 0 0 0 O fy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.- I F IA:U= T R O R O O 0 0 0 0 0 0 0 0 O 0 N ,. DETECTABLE WARNING a_ AT BACK OF CURB "-34 VARIABLE FU�L WIDTH OF RAMP FLOOR SEE NOTE 72. BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL Avon r CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET OF 5 REVISICN CATE (GENERAL NOTES) 105 071:5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS A PERMISSIBLE CONSTRUCTION #5 DOWEL, B" LONG c 12" C -C JOIN'[ I.a.,a /• ` I d' 1 MAu�.yAX i 8 Fti TRUNCATE DOME TYPICAL DESIGN A SEE SLEET 1 OF 5 FOR DETAILS 81-0" Min, 4'-D" Min, BACK OF CURB 124MAX, +8%1 MAX. 207 1 G- 2'"'""--� SECTION A -A -PERMISSIBLE CONSTRUCTION JOINT - SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.SEE SHEET IOF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION. TYPE A WITH BUFFER STRIP TDP OF FILL TOP OF FILL -1 TOP OF FILL V A 4' SQUARE LANDING A 4' 5CUAR'E LANDING CRO(AW] LANE = CROUHO LINE x /rr�rrrf r� r r�r NFCU BLDG #3 - CG -12 DETAIL TABLE .rrrrrr rrrr rrr rrr lI AREA OUTSIDE OF AREA OUTSIDE OF EARTH= _I rJ� ROOK OR r rr' .: EARTH �4 RAMP NUMBERI TYPE A EP ELEVATIONS (FT) B C D FLOWLINE ELEVATIONS (FT) E F G H I SIIDEWA LK ELEVATIONS (FT) J K L TOP OF CURB ELEV. (FT) M E1 H1 L1 L2 DIMENSIONS (FT) L3 L4 L5 L6 1 CG -12A 670.04 670.1.2 670.20 670.38 670,14 670.22 670,30 670.48 670.36 670,44 670.41 670,49 --- 670.64 670.98 6 5 8 2 8.5 5 2 CG -12A 669.68 669.68 669.75 669.84 669.85 669.78 669.85 669.94 670.46 670.53 670.56 670.63 --- 670.35 670.44 6 5 6 2 8.5 5 3 CG -12B 670.26 669.61 669.31 668.93 670,09 669.51 669.41 669.03 669.62 669.52 670.82 670.72 --- 670.59 669.53 10 5 3 2 5.5 15 4 CG -12B 671.96 672.2.9 672.29 672.20 671.83 672.19 672.19 672.11 672.43 67104 672.09 670.82 670.92 672.33 672.61 5 5 5 2 5.5 15 5 CG -12B 669.57 669.52 669,36 669.04 669.74 669.62 669.46 669.21 670.34 669.72 669.56 669,81 --- 670.24 669,71 8 8 6 2 5.5 --- 7 -1 CG -12B 67. 670.03 667 3 669.97 6 10 1 669.83 5P,6-81-- -669.78 67. 670.20 67 3 670, 07 1 66 14 669.93 6 70 669.95 7.8 670.80 67.0 670.17 667 99 670.03 66 .90 670.55 -- 668.8 --- 670.70 6 7,2 670.45 9 8 5 20 5 8 2 8.5 .5 5 --- 4 a CC 12 NOTE:CCMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA 1N SQUARE YARDS) �j p� r r CUR9 WHEN REQUIRED CCG -2 OR CG -3 IN LINEAR FEET) GENERAL NOTES DETECTABLE WARNNG SURFACE (AREA IN SQUARE YARDS) 1, THE DETECTABLE WARNING SHALL BE PROVIDED EY TRUNCATED DOMES. EACH OF THE ABOVE ITEVS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL B. FROM THE MATERIALS APPROVED M LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES, PRODUCTS NOT LISTED SHALL MEET - 5'DEWALK RAMP 12'1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 46'1 MAX WARNING SURFACE AND SHALL SE SUBMITTED TO THE STANDARDS AND SPECIAa DESIGN SECTION FOR APPROVAL. - 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONCLITHNCALLY WITH RAMP �• - FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HCLES MUST BE PROVIDED FOR DOWEL BARS SC LS THAT ADJOIN;NC FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF �. 10:1 MAX PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5, REQUIRED BARS ARE TO BE NO.5 X 8'• PLACED 11 CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAM? FLOOR, Ml,-CEPTH OF RAMP FLOOR, MINIMLR.N CONCRETE COVER I%'. r T NS ADJACENT TO CURB RAMPS / CLIiH AN GUTTER StOP.. 7RMNS1 O- 6. CURB D • MIN ARE INCLUDED IN PAYMENT FAR CURB I CURB AND GUTTER. 5 M 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r i2 - BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIDNS WwEREVER 12Js MAS AN ACCESSIBLE ROUTE WITHIN THE RIG HT OF WAY OF A HIGHWAY FAC,LITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED SEH.ND VEHICLE STOP LIMES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP '.NLETS, ETC, ACCESS18LE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 170 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12 1 MAX THAT INE SLOPE AT THE CONNECTION OF THE CURB OPENING I5 ��� p PERPENDICULAR TO THE CURB, 5-11N!N XX ?C 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK a. µLN TRAFFIC, REFER TO S"ANDARD CO -13. COMMERCIAL ENTRANCE (HEAVY - - AT X . 2" HIGHER THAN TRUCK TRAFFICI FOR CONCRETE DEPTH. EDGE OF PAVEMENT AT `,K xC A TOP F CURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARES USE PATH, " 5 ME AS 0 THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11• WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME u1 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL_ SECTION OF .6"-2.4'" C -C 'O CURB AT ENTRANCES CR STREET CONNECTIONS THE DETECTABLE a WARNING SURFACE 'SHALL HAVE A FACTORY RADIUS OR BE FIELD 1 � D O 0 O 0 O -A -M4131FiED AS RECOMMENDED BY THE MANUFACTURER TO MATCH !- _� THE BACK OF CURB. �1 D 6 D 0 0 O C 0 0 0 0 0 U 0 0 0 0 0 ❑ 0 0 0 0 0 0 A,Nf71HG RAA`P 6 0 O 0 0 0 0 0 O O P❑❑❑ 0 0 T d, 0 0 0 0 0 0 0 0 0 O 0 0 0 0 O fy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.- I F IA:U= T R O R O O 0 0 0 0 0 0 0 0 O 0 N ,. DETECTABLE WARNING a_ AT BACK OF CURB "-34 VARIABLE FU�L WIDTH OF RAMP FLOOR SEE NOTE 72. BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL Avon r CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET OF 5 REVISICN CATE (GENERAL NOTES) 105 071:5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS A PERMISSIBLE CONSTRUCTION #5 DOWEL, B" LONG c 12" C -C JOIN'[ I.a.,a /• ` I d' 1 MAu�.yAX i 8 Fti TRUNCATE DOME TYPICAL DESIGN A SEE SLEET 1 OF 5 FOR DETAILS 81-0" Min, 4'-D" Min, BACK OF CURB 124MAX, +8%1 MAX. 207 1 G- 2'"'""--� SECTION A -A -PERMISSIBLE CONSTRUCTION JOINT - SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.SEE SHEET IOF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION. TYPE A WITH BUFFER STRIP PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TDP OF FILL TOP OF FILL -1 TOP OF FILL V A 4' SQUARE LANDING A 4' 5CUAR'E LANDING CRO(AW] LANE = CROUHO LINE x /rr�rrrf r� r r�r ]f .rrrrrr rrrr rrr rrr lI AREA OUTSIDE OF AREA OUTSIDE OF EARTH= _I rJ� ROOK OR r rr' .: EARTH �4 UVYIEl.01NG p TRAVELWAY SHALL BE PROVIDED WITHIN c N SOIL TRAVELWAY SHALL BE PROVIDED WITHIN IN FR' J � A VSOALARE LMOR, AKA Ot)TSIDE 07-RAVELN'h� SEE SHEET 1 O 5 � 31 St iRpC 11E PROVCEO FOR RIRaQ:CNCLIL AR CROSSW&K CRcssr� cNIREk THE MARKED TYPICAL PLACEMENT THE MARKED MIw. u14 D MH.N. 1/10 O X O G SV) 2•MIN. SECTION A -A MATERIAL BUFFER. STRIP IS LIMITED 70 15 FEET, REGARDLESS OF THE CROSSWALK AREA: PPE DL61ETER A B C D E CROSSWALK AREA '& MAX. FOUNDATION SOFT. YIELDING. OR D ROCK FOUNDATION 607 �o PIPE PROJECTION ABOVE GROUND LINE Y ht 't 1.5 x D 'MIN. N.5 x. O Y 70P OF FILL b U 3 THIS STANDARD IS INTENDED FOR USE N CURB z tom/ _ rrrrrrrrrrrrrr rrrre�rrrrrrrrr - -'- �r rrrrr r,✓r'r/rte rrrJ - rr. rrrrrr. rrrrrrr �,rrrr'r rr vrrr JrrrJ .......-- fC rrr rrrrrr- C� OSSA K CROS WA�>t a `'tf ' rrr Allrrr rrrrr - r Jr r rJ rrrrr n i b rr rr LINE + �- r rrr GROUND rrJr/r ' LINE + � rrrrrrrr d rrrrrrrrr -GRAND � TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION CROSSWALK OSSWALK AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT I -ROCK OR (WITH BUFFER STR>P) WITH SUFFER STRIP SPECIFICATION REFERENCE AMI. V W D x Q x BEOO4+G CG -12 DETECTABLE WARNING SURFACE MATERIA. XV00T BEDDING EARTH _ " 3"_ "• 6'-1 " 5'-8., ,.. Y' S6„ - 3" 5'-3" MW. B",-BED004C MATERIAL ftOM AND DRUDGE STANDARDS 105 NORMAL EARTH FOUNDATION ROCK FOUNDATION TYPE A (PERPENDICULAR) APPLICATION BEDDING WATERIAL IN ACCORDANCE WITH EMBAN[MSENT REVISION DATE SHEET 2 OF 5 502 WITH SECTION 342 {)F THE ROAD AND BRtOGE SPECFICATIONS. ON $FEET 107.00. FOR PLASTIC PIPE CLASS I BACKFILL MATERIA_ CRUSHED CLASS CONFORMING TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND BRIDGE SPECIFICATIONS. ACCREGATE SEE 25 AND 26 MAY BE 07/45 2O3.a6 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TDP OF FILL TOP OF FILL -1 TOP OF FILL I GROUND LINE _ T SNEE HOTS 8. CRO(AW] LANE = CROUHO LINE x /rr�rrrf r� r r�r Y rrrJr rJrr .rrrrrr rrrr rrr rrr lI rrr rrr - ,.�� EARTH= _I rJ� ROOK OR r rr' .: EARTH 12:1 MAX UVYIEl.01NG p a c N SOIL ALL OPENINGS BY 2". IN FR' J BEDDING A VSOALARE LMOR, AKA Ot)TSIDE 07-RAVELN'h� SEE SHEET 1 O 5 MATERIAL 31 St iRpC 11E PROVCEO FOR RIRaQ:CNCLIL AR CROSSW&K CRcssr� cNIREk I TYPICAL PLACEMENT MN• MIw. u14 D MH.N. 1/10 O X O G 1110 O k BEDDING 2•MIN. SECTION A -A MATERIAL BUFFER. STRIP IS LIMITED 70 15 FEET, REGARDLESS OF THE PER l'OF N E H /{'E PPE DL61ETER A B C D E '& MAX. FOUNDATION SOFT. YIELDING. OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MN. 1.5 ■ D AIN. 1.5 x ❑ ht 't 1.5 x D 'MIN. N.5 x. O MNL 1.5 x D MN. N,5 x D 70P OF FILL TOP OF FILL TOP OF FILL 13. THIS STANDARD IS INTENDED FOR USE N CURB z x _ rrrrrrrrrrrrrr rrrre�rrrrrrrrr - -'- �r rrrrr r,✓r'r/rte rrrJ - rr. rrrrrr. rrrrrrr �,rrrr'r rr vrrr JrrrJ .......-- fC rrr rrrrrr- '� rrrrrr rrrr) rrrr rrrrrr - - rrrrrJr rrr• i rrrrrrrrrrrrr•� rrrrrrrrrrrrr rrrrr rrrr rrrrrJrrrr T rr /r rr rrr rr GROUND `'tf ' rrr Allrrr rrrrr - r Jr r rJ rrrrr p -' rrrrrrrrr rrrr rrrr - i b rr rr LINE + �- r rrr GROUND rrJr/r ' LINE + � rrrrrrrr d rrrrrrrrr -GRAND C 2'-6"' 61-1„ 4'-tY' I- -- - n- ;�' EARTH I -ROCK OR 27"' 10.. 1-0' 2.41 B T' 4'-6" - MIN. 1110 O UFIYIELONG r AMI. V W D x Q x BEOO4+G I ; Sot Ili' PER a WN. 1/10 MATERIA. 1'• of % 4 % BEDDING EARTH _ " 3"_ "• 6'-1 " 5'-8., ,.. Y' S6„ - 3" 5'-3" MW. B",-BED004C MATERIAL MAX. Z4" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING WATERIAL IN ACCORDANCE WITH EMBAN[MSENT SECTION 302 CIF THE ROAD AND BADGE NOTES' SPECF ICAT IOW 5. FOR GENERAL NOTES ON PIPE BEDDING, CLASS T BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS ARID STORIA SEWERS CENERAL NOTES WITH SECTION 342 {)F THE ROAD AND BRtOGE SPECFICATIONS. ON $FEET 107.00. FOR PLASTIC PIPE CLASS I BACKFILL MATERIA_ CRUSHED CLASS CONFORMING TO THE rrrrr IN ACCORDANCE WITH SECTION 3D2 OF THE ROAD SIZE REOURREMENTS FOR CRUSHER RLN AND BRIDGE SPECIFICATIONS. ACCREGATE SEE 25 AND 26 MAY BE USED IN PLACE OF CLASS i BACKFILL. FOR ALL OTHER PIPE REGULAR BAC1[FILL MATERIAL rrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVD=INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE" ROAD AND BROGE STAOANDS CIRC- PIPE BEDDING AND BACKFILL - METHOD "A" 302 NOTES; SHEET I OF + 1 REVISION DATE 7/11 V:RGN!A DEPARTMENT OF TRANSPORTATION 303 142.01 2016 ROAD & BRIDGE STANDARDS A SECTION A HARDWARE CLOTH tQTES SURBASE Y WEEP HOLE MSN SNEE HOTS 8. BARS V 0 4 4 IH" C.C. 4'-8" STEPS RXWO. L� ZEE FOR DETAILS SEE � 2 STANDARD ST_ N A u � M d b SPEC THE WILLTHE DARE Hn N 5 J/cvm DTIC NI NT" C.C. SECTION THROUGH ELEVATION SCHEDULE OF RONFORCING STEEL BAMS MMES[ NO. REQUIRED LENGTH H 411,5H+T)+1B 5''8" Hp Ut&41)+12 7'-B"' V 76 H -T-2•' ' L3 GLITTER TMP' TRANSITION GUTTER 12:1 MAX NOTES: 1. MAXIMUM SLOPES SHOWN ON VDOT CG -12 DETAILS SHALL NOT BE EXCEEDED. 2. EDGE OF PAVEMENT (EP) ELEVATIONS HAVE BEEN INTERPOLATED FROM EXISTING TOPOGRAPHY. 3. NOTIFY ENGINEER IF SLOPES ARE EXCEEDING DUE TO ACTUAL FIELD ELEVATIONS DIFFERING FROM INTERPOLATION, PRIOR TO CONSTRUCTION OF RAMP. 2016" ROAD & BRIDGE STANDARDS CC -12 tQTES A Y 05 I`.OWELS' 8'• LONG - PERMISSIBLE DEPTH OF INLET CHIN TO BE SHOWN ON PLANS. AT 12" C•CCONSTRUCTION 0 c�5 4'-8" 5' V N. JOINT ZEE COVER OF 2". 2 12.' MAY, � CROSSWALK 1,733 7.25 14 15 d b SPEC THE WILLTHE 12:1 MAX ALL REINFORCING STEEL. TO BE CUT CLEAR OF 17 j ALL OPENINGS BY 2". IN FR' J RAMP RAMP [SEE TABLE) A .SEE TABLE) TRUNCATED DOMES A VSOALARE LMOR, AKA Ot)TSIDE 07-RAVELN'h� SEE SHEET 1 O 5 FOR DETALS 5'-0" MIN St iRpC 11E PROVCEO FOR RIRaQ:CNCLIL AR CROSSW&K CRcssr� cNIREk SHAPE TO MATCH FACE OF ROADWAY CURB TYPICAL PLACEMENT BACK OF CURB 4 41: 43004 PSD, PRECAST CONCRETE IS TO BE 20=1 dB I THE REQUIRED LENGTH OF A PARALLEL RAMP 2•MIN. SECTION A -A +O'MAx �I- ry '�tl•��, WITH BUFFER STRIP WITHOUT BUFFER STRIP SECTION B-8 tQTES PERMISSIBLE Y C04STRUCTICN DEPTH OF INLET CHIN TO BE SHOWN ON PLANS. JQ 0 c�5 4'-8" 1,683 8.93 �I- ry '�tl•��, WITH BUFFER STRIP WITHOUT BUFFER STRIP SECTION B-8 tQTES -* CF -200, 2EE, 2" t DEPTH OF INLET CHIN TO BE SHOWN ON PLANS. 9. ALL RENFbfiICWG STEM SHA-)- HAVE A MIN, 4'-8" 1,683 8.93 ZEE COVER OF 2". 2 'W INNIENSION SHOWN ONSTANDARDS CROSSWALK 1,733 7.25 14 15 d b SPEC THE WILLTHE 40. ALL REINFORCING STEEL. TO BE CUT CLEAR OF 17 MEASURED FROM THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". IN FR' PPE TO THE TOP OF THE STRUCTURIf- FACE OF CURB A VSOALARE LMOR, AKA Ot)TSIDE 07-RAVELN'h� NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. CROSSWALK CJRR } s° St iRpC 11E PROVCEO FOR RIRaQ:CNCLIL AR CROSSW&K CRcssr� cNIREk SECTION X -X TYPICAL PLACEMENT CONTROL JOINT 43004 PSD, PRECAST CONCRETE IS TO BE CUkR THE REQUIRED LENGTH OF A PARALLEL RAMP 4000 PSI. +O'MAx BUFFER. STRIP IS LIMITED 70 15 FEET, REGARDLESS OF THE AT iNT>=RSEC T ION PPE DL61ETER A B C D E s 5' slSewuK SLOPE. 3. WHEN SPIECIFIE0 ON THE PLANIS THE INVERT IS SHO" ON PLANS. APPROXIMATE QUANTITIES FOR MINIANUM S' DEPTH INLET tQTES 06MON L SEE NOTE 11 CF -200, 2EE, 2" t DEPTH OF INLET CHIN TO BE SHOWN ON PLANS. 9. ALL RENFbfiICWG STEM SHA-)- HAVE A MIN, 4'-8" 1,683 8.93 ZEE COVER OF 2". 2 'W INNIENSION SHOWN ONSTANDARDS M-0" 1,733 7.25 14 15 d b SPEC THE WILLTHE 40. ALL REINFORCING STEEL. TO BE CUT CLEAR OF 17 MEASURED FROM THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". IN FR' PPE TO THE TOP OF THE STRUCTURIf- FACE OF CURB PAY E PLAN "H" DIMENSIONS ARE APF1RWO MATE ONLY 1I, CAST -N PLACE CONCRETE IS TO BE CLASS A3 SECTION X -X FOR ESTWTNG PURPOSES AM THE ACTUAL CONTROL JOINT 43004 PSD, PRECAST CONCRETE IS TO BE 8" W. DINE RM SHALL HE DETE7B/✓ BY THE 4000 PSI. +O'MAx CONTRACTOR FROM FE10 OONDIT1061S. PLM) VIEW td WAD[. PPE DL61ETER A B C D E 12. LENGTH OF SLOT 0.7 WILL, IN EVERY CASE. L£ 3. WHEN SPIECIFIE0 ON THE PLANIS THE INVERT IS SHO" ON PLANS. 70 BE SHAPEDt4 ACCORDANCE VOITH 5'TANDARO 15" 6" 2'-3'• 1'-9" 4'-0" 2"-6" IS -t THE DDST OF I'MNISHNG AND PL. CNNG ALL 13. THIS STANDARD IS INTENDED FOR USE N CURB MATERIALS NCICIENMTA'L TO THE SHAPING IS TO BE 114._0.. g,_o„ NO GUTTER SfTUATIONS ONLY. INCLUDED N THE BD PRICE FOR THE STRUCTURE. 21" 9 2'-1T' 2'-T' S" -Q" 3`6 U IF OPTIONAL CONSTIRRUICTION JOINT EIT 4. IN THE EVENT THE INVERT OF THE OUTFALL TO BE ifEYEUSIMS IN BMS VTO BE 2'-6"' 61-1„ 4'-tY' PPE IS HIGHER THAN THE BOTTOM OF THE A MINIMUM OF 400 420'). THE INVERT pF THE STRUCTURE 27"' 10.. 1-0' 2.41 B T' 4'-6" 27•" kX " 4•-0," 2'-- 6'- 4'-6" ADL wTN'H CEME']ii' MORTAR TO 15. FOR PLAN 'VIEW OF INLET SEE STANDARD DI -2D, 30", 1"-0" 4'-6" 1' PREVENT STMIONd 0R POHDiN4 OF WATER _3 7 _ " 5 _B" 33"' 1"_ 1._ 2`31/4" 7k, 2F. _ " 3"_ "• 6'-1 " 5'-8., ,.. Y' S6„ - 3" 5'-3" N THE STNTT CTIFNE THE QOST 4F F'RIiISNING 36". g"..4.. AND PLACING ALL MATERIALS 04DOWAL TO 18, PROVIDE SAFETY 'SLABS W ETI SPEGFEO ON THE. SHAPING IS TO BE INCLUDED N THE LEX THE PLANS. PRICE FOR THE STRUCTURE. 51„ -g. 5"_g", 2..n" Br_4N 7.®. TY, FOR DEWWTOM 00 LOCATION OF MU%M 5. STEPS ARE TO IE PROYM W7•E;N H 15 4'-O" MOH OF PIlPE PAY LINE L SEE SHEET 104.06.,. OR GREATER. FOR DETAILS SEE STANDARD ST -1. B NOTES; 18. FOR NUMBER OF BARS. A -M REQUIRED AND 6, THIS ITEM WAY BE PRECAST OR CAST -IN-PLACE. LENGTHS SEE SHEET 104.07. 4i• + X B" SMOOTH DOWERS AT APPROMMATELY 19. QUANTITIES 910" ARE FOR N!L INLETS OF 7. 12" C -C TO BE PLACETO IN ALL AREAS ADJACENT EACH TYP€. FOR INLETS OF GREATER DEPTH TO ABUTTING CONCRETE TO PREVENT (H) OR LARGER SLOTS ILD INCREMENTS SHCriVH: SETTLEMENT. N LET) OF DOWELS A 2" % 4" PER FOOT MUST BE ADOE>5. THE MIOLNT OF NOTCH MAY BE PROVIDED SEESTANDARD SECTION CONCRETE NO STEEL NSALW"Ea [)RUST BE T -DI -3. 4 FOR ALTMATE DESIW DEDUCTED TO OSTM! TRUE QUANTITIES. 6, 3`DIAIIETER WISEP 14" TO BE LWEEPOCATED TO DRAINUBIBAT1C HAi10WAfE CLOTH�{*' MESHWFTH 20. FOR DETAILS AND 0MENSIONS OF CmaimINRB SLOT- LOT.2R L1HIE BEAIII"Afi3 LREI�fAOIRCINGURAL OR GALVMZED STF1•]. VNRE, MFNAIUIi wTE STEEL HOT D ETAEED SEE STANDARD DII-20. A DIAMETER 0.43` NUMBER 4 IE.S11 HARiWAR£ CLOTH ANCHOW FAINLY TO THE OUTSOE 2t INLET WAY RE LASED WITH LAROM LCNCNT'414NAI_ OF THE STRUCTURE. PIPE 472" WA%YLWH PRWMO HOMONTAL CLIEARANNCE. BETWEEN ADJACENT PIPES LS ADEQUATE. APPROXIMATE QUANTITIES FOR MINIANUM S' DEPTH INLET 01- 06MON L SEE NOTE 11 REINFORCINGC0NCIRETE TYPE Lin. Ft Lbm CAI.Y41L 2DO 4'-8" 1,683 8.93 ZEE 6'-D" %714 7.20 2FF M-0" 1,733 7.25 INCREMENTSTO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH CHH AND OR SLOT LENGTH (L) H L nN TYPE CONCRETE STEEL COHIQIETE STEM CLL YdIL LW, CLI. YdH. Lbs. 2DO 0.83 141 - 2EEE 0.53191 G16 17 2FF 0.43 1111 0.16 T7 SPECIFICATION XVOOT STANDAR] CURB DROP INLET WAD AND BRIDGE STANDARDS 233 30" - 46" PIPE: DEPTH (H) - 'W TO 20' REVISION DATE sNEET N OF 1 302 YtRGI IA OLPAR11lENT OF TRANlSPORTATION I04.08 TYPE B PARALLEL APPLICATION ROADWAY GRADEMINIMUM IN PERCENT RAMP LENCTH IN FEET 4" CURB 6•CURB 0 4 6 1 5 7 28 EXPANSION JOINT 3 6 9 4 N 12 5 10 15 6 14 15 XV00-F ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION. DATE 203.07 07/16 WITHIN CROSSWALK rAN�Iac as:1MAx. DIAGONAL PLACEMENT SLCPt LANDN'c 1�41 MAX. Luca G 48,1 AUL, SLOE 5LDpE CURD �GWRB 5" UN CROSSWALK CROSSWALK 02'7 N34 � r 00NCR 7E CiNRB I y `.cbRe WITH BUFFER STRIP W WITHOUT BUFFER STRIP"' CG -12 DETECTABLE WARNING SURFACE sR.REFERENCE E TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS 0I -2A. 29, 2C 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE EWTNG HUB END ON OUTLET END -SECTIONS ALK- SEE NOTE 15 EXPANSION JOINT k _ _ � s % $A(* OF SIDEWALK EXPANSION JCENT - - - ,}.A BARS CA -I V Fam-C - a 6 i--_-_-. I' - r MET 17 C B r �ak k IN FR' - I- I •J f FACE OF CURB PAY E _ AY END VIEW SECTION X -X END VIEW SECTION X -X CONTROL JOINT 8" W. 3''6" +O'MAx A PLM) VIEW td WAD[. GALVANIZED NIC 5 X T2 4 I} . I 2" 3'• DIANETET4 D E ARS E 'WEEP HOLE I SEE NOTE 8 FRONT ELEVATKMi DI-2hDO-29 �. BARS A-1 I 1 a B M GALV. BbAAl7oS C -C BARS B ■ IV C -C BARS 8" C -C 8ARS A N 1a• C -C SECTION B -B COLLAR 2'-7" N'-4" " 2'%%0" BARS A I GALY.xrN"SLOPE OF , ly AC� [ALV. %T2 q wA1RPE❑ SECTION D -D BASS C€ SAE BEFORE g C.A.Y. C- GAIN. WELD ALL slug srEANR SECTION C -C CONNECTOR GDEGREASE T4 i' TO Co4N.AR WHEN INLET IS USED SECTION E -E wTTH MIFDLKNS. WAwPEO GUTTER APPROOCi GUTTER I I x t/ f 1 I FLOW ♦ � BARS A-1 SEE NOTE B BENT PLATES �S�qqPp��L ppF� "xtr+" I'k: I eRA(8i t -C • A'PF4'R4C)AOFN 1� SURF FOR USE ON GRADES xs kl ,A„ �� E I� I S E% S C DHC I' L '3 ; 8AR3 F Itl 6"" Q C 21 -C y I I TYPE AE� ARPM TYPE B `-' r - !Low i ; " _ NOTE s NOSE DETALS - - I " TYPE A Nim. DETAL SHALL BE t65' WITH CG -7 STANDARD. TYPE R NOSE DETAIL SHALL BE USED MTM CG -6 STANDARD. FOR USE N SIGs SECTION A-� GAIVAF�FD PLATE FOR TYPE A TO BE DH AN ANGLE OF 88.30" ANO IS TO BE ANCHORED WITH %4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STO.ST-1. SHEAR C4INNECTORS WELDED T4 BE7tT 1 AT 2'C -C. CMATIM �V°OT STANDARD CURB DROP INLET SRE ROAD NO MIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - W 233 104.03 VWGIIA DEPARTMENT OF TRAa4PORTATION 302 CTr6 NOTES= L THIS ITEM WAY BE PRECAST OR CAST °N PLACE. 2.. CONCRETE TO BE CLASS A3 1F CAST IN PLACE, 4000 PSI F PRECAST. J. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET t;3R_}.ES5 U51ONG FACE OF CURBY SHALL 81 P10 F AS RADNA. COMEHINATNON CURB M GUTTER. 4. FOR USE WITH STA=ED OPEN^ORADEL CNUNNACNE LAYER, THE BOTTOM OF T)E B M GUTTER &j6LL BE CONSTRUCTED PARA)! F7 TO THE SLOPE OF SUBBASE COURSES AND T4 THE DEPTH OF THE PAVEMENT. 5. ALLOWA IIF CRITERIA FOR THE USE OF C4 -d IS BASED ON R.N}ADWAY CLA65FNCATTOH AND SPEED AS SHOWN IN APPEND A OF RROAD DESIGN MAINNA. IN THE SECTION ON GS URBAN STANNOARDS. } r h } F THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED - PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA WAY BE CONCRETE OEPTN AT THE. OPD ON OF THE CONTRACTOR IMS MAIN MANTMED. REFERENCIE COMBINATION fill CURB AND GUTTERS RCrAD A1�O BRIDGE sTANQANttrs 105 R£VSM)N DATE SHEET T OF 1 502 VROINA DEPARTMENT OF TRANSPORTATION 201.43 NOTUi 1.TM ITEM PL MAY BE PRECAST OR CAST IN ACE. 2. MCREt G ( TAS"S A3 IF CAST 3H PLACE, 3. CURB HAVING A RAMS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAA) FOR AS RADIAL CURB. - 1 THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3' (15" DEPTH)) OR INCREASED AS MUCH AS " [ T` DEPTH) N THAT THE BOTTOM 3 2 DE LL ORDER MINE CURB WILL COINCIDE WITH THE TOP Of A COURSE OF THE PAVEMENT SUBSTRUUCTURE. bTHERWSE THE DEPTH 15 TO BE t!3•' AS SHOWN. w 'NO ADJUST'►FTTT IN THE PRK3: BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5, CG -2 IS TO BE USED ON ROAOfAYS MEE7NG THE FEQLWAF3NTS FOR CG- AS SFNOYAN 1N APPEhIM A OF THE VDOT ROAD DESIGN MAINVAL, IN THE SECTION DH GS URBAN STANDARDS. 2" RADIUS d• a ,'• m e• SLIIFACE e e•' A e BASE SUBBASE 8' ACCEPTABLE ALTERNATIVE IF CURB IS EXTRWED 4. -2" R A A A. 'D ae�'b � . e� 1py.a a � P D•R.4 A G io SURFACE BASE SUBBASE CG -2 SPEMMATgN 1p `VC E REFER STANDARD 6" CURB ROAD *0 BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGRIA DEPARTMENT OF TRANSPORTATION 201-Ot 2016 ROAD & BRIDGE STANDARDS ENL] -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET EM-SECTIDN HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION k _ _ � s % CONCRETE TO BE k jx .� w- ~ AO CONCRETE TO BE "'LLL - - - 4400 PSI MM•IIUII .. _ - _ ^ _ - J, 4000 PSN MINIMUM - a i--_-_-. I' - � PLAN MET PLAN C C B r �ak k F/ _ - I- I •J f STEEL FABRIC REIhFCRCFMIENT - F - - I PAY E _ AY END VIEW SECTION X -X END VIEW SECTION X -X END SECTION DIMENSIONS END SECTION DIMENSIONS --- PPE DIPJ&TER A B C D E PPE DL61ETER A B C D E 12" 4" 2'00" �,-0'" 4'-O" 2'-0" 12" 4" 2'-4" 4'-1'" 6'-T` 2'-0" 15" 6" 2'-3'• 1'-9" 4'-0" 2"-6" 15" 8" 2'-3" 3,_10•, $'-t" 2'-6" 2',3Y' 114._0.. g,_o„ 1B," g,. 2,_3" 31-10" 8,_T. 3,..0+. 21" 9 2'-1T' 2'-T' S" -Q" 3`6 21" - 9" 2'-11" N-2" 2+" ` 2'-6"' 61-1„ 4'-tY' 24" 1Ir' 3'-7" 2'-B" 6'-3" 4 O'^ 27"' 10.. 1-0' 2.41 B T' 4'-6" 27•" kX " 4•-0," 2'-- 6'- 4'-6" 30" 11-W, 4'-6" T-7 B'- 5•-0" 30", 1"-0" 4'-6" 1' _3 7 _ " 5 _B" 33"' 1"_ 1._ 2`31/4" _ " 3"_ "• 6'-1 " 5'-8., ,.. Y' S6„ - 3" 5'-3" 36". g"..4.. 42" 1-9" 5 3 - - 2 n R'-2" 6"_6." 42" -9" 5 -3" L-tr R'-2" 6 �2-- 48'" ''«_[}„ 6 O' 2 2' W-2' 7-0+' +6" -a" 2'-2" B-2' 7'--4" A-, 2.3„ 5,-,3, 21-21/41,8I-2 51„ -g. 5"_g", 2..n" Br_4N 7.®. BD" 2'^8' 5'-O°" 3'-3" B' -N. MOH OF PIlPE PAY LINE B NOTES; PPE LENGTHS SHOWN ON PLANS ARE BASED ON ENO -SECTION DESNGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS _ USE THE ALTERNATE DESIGN SHOWN ON LVERT THE RIT4 THE 4IFFEk'ETN�C.E4 IN DIMENSWILL ION 'D. 9Y SLOPE DETAIL RE`s" FEED END SECTION SAD AND BRIDGE STANDARDS 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 QF 1 3102 102.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS N Lt7 G � 0:) O C N [� 2 CD C7 04 i C7 C �t d +-' C �- s� 0 ZO r- a ON - az 64% - - z� ♦„M/► W W FC SP# 27-17 i! 1 > W 0 Z) E En 0y --i 0 r ^I U. I -,--I . �D z Rev. No. Date 7 05/31/2019 f ( eA RAN L. K 'LER ` LIC. No 32809 3-J����' aNAib, DATE: 05/26/2017 SCALE: - N/A DESIGNED BY: RLK FILE NO. 3015L SHEET C7.02 (L" L aJ t- X RAM RAM 00 J N Ills - Q w N <1 J I '* e'- 4 � '1 1-2 RAM I RAM K Gi1TTE I RAM I yt j TRANSITION GUTTER TYP v- X Typ.GUTTER A r t an TIP. 12:1 a; 12:1 �,y as Q1 W) TRANSITION GUTTER MAX `6 d � H� H9 GUTTER MAX va MAX H1 -1 y 1�a E1 !` a°4av G H7 12;1 MAX E1 F aaaa 12:1 MAX E1 I a a Q a G 12:1 MAX F a v E H E - H J E H E er . H IN I (p 'j �, , � y ID L2 L3V tif` L1 B L2 C 3 ® �J L1 a L-2 C L3 '�-•' L1 g L2 � L3 L1 G1JTi E @ TIP. Typ. TIP. GUTTE GUTTER TIP. GUTTE iYP,AXJ TRANSITION 20:1 M GUTTER GUTTER TRANSITION 217:1 MA �GLLITTER GUTTER GUTTER 20:1 M GUTTER TRANSITION 20:1 M TRANSITION TRANSITION 12:1 MAX 12:1 MAX TRANSITION GUTTER 12:1 MAX 12:1 MAX 12:1 MAX CG -12 TYPE A CG -12 TYPE B CG -12 TYPE B CG -12 TYPE (MODIFIED) RAMP #: 1-2,6 (PARALLEL) (PERPENDICULAR) RAMP #: 4 RAMP #: 6 RAMP #: 3 NFCLI BLDG #3 - CG -12 DETAIL TABLE NOTES: RAMP EP ELEVATIONS (FT) FLOWLINE ELEVATIONS (FT) SIDEWALK ELEVATIONS (FT) TOP OF CURB ELEV. (FT) DIMENSIONS (FT) 1. MAXIMUM SLOPES SHOWN ON VDOT CG -12 DETAILS SHALT- NOT BE NUMBER TYPE A B C D E F G IT I 1 K L M El H1 L1 L2 L3 L4 L5 L6 EXCEEDED. 1 CG -12A 670.04 670.12 670.20 670.38 670.14 670.22 670.30 670.48 670.36 670.44 670.41 670.49 1 --- 670.64 670.98 6 5 8 2 8.5 5 2. EDGE OF PAVEMENT (EP) ELEVATIONS HAVE BEEN INTERPOLATED FROM 2 CG -12A 669.68 669.68 669.75 669.84 1 669.85 669.78 669.85 669.94 670.46 670.53 670.56 670.63 - 670.35 670.44 6 5 6 2 8.5 5 EXISTING TOPOGRAPHY. 3 CG -12B 670.26 669.61 669,31 668.93 670.09 669.51 669.41 669.03 669.62 669,52 670.82 670.72 --- 670.59 669.53 10 5 3 2 5.5 15 3. NOTIFY ENGINEER IF SLOPES ARE EXCEEDING DUE TO ACTUAL FIELD 4 CG -12B 671..96 672.29 672.29 672.20 671.83 672.19 672,19 672.11 672.43 672.04 1 672.09 670.82 670.92 672.33 672.61 5- 5 5 2 5.5 15 ELEVATIONS DffERING FROM INTERPOLATION, PRIOR TO 5 CG -126 669,57 66952 669.36 669.04 669.74 569.62 669,46 669.21 670.34 669.72 669.56 669.81 --- 670.24 669.71 8 8 1 6 2 5.5 -- CONSTRUCTION OF RAMP. 6 CG -12A 667.75 657.33 fifi7.10 666.87 1 667.58 667.23 667.14 1 666.70 667.89 667.80 667.99 667.90 1 668.08 667.20 9 5 5 2 8.5 5 NERAL NOTES TRUCK RAFFIC7 FOR CONCRETE DEPTH. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH, DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS ,DIAGONAL), THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC -12 DETECTABLE A 4'x 4' LANDING AREA SHALL BE PROVIDED TD MANEUVER A WHEELCHAIR BE SUBMITTED TO THE STANDARDS AND INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' SPECIAN EryF BECTON FOR LANDING AREA MAY INCLUDE THE GUTTER PAN. SLOPING SIDES OF CURB RAMP MAY BE POURED MONCLITHICALLY WITH RAMP A 4'SOUARE LANDING FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. C -C IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF - I PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4, - REQUIRED BARS ARE TO BE NO,5 X 8" PLACED V CENTER TO CENTER ALONG BEDDING BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD CONCRETE COVER 1�%p". TYPICAL PLACEMENT8UFFER CURB f CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TRAVELWAY SHALL BE PROVIDED WITHIN ARE INCLUDED IN PAYMENT FOR CURB I CURB AND GUTTER. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED L BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER MIN.1110 D X D X BEDDING AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY x x CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, 0 v OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT CAST -IN PLACE CONCRETE IS TO BE MASS BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 'h4 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS CROSSWALK AREA. UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL OTHERWISE UNSUITABLE MATERIAL ACCESSIBLE ELEMENTS CF A FACILITY THAT CAN BE APPROACHED, ENTERED E!T AND USED BY PEDESTRIANS, I 1 MIN. 1.5 x D MIN .5 x D RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND TOP OF FlU THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS DIMIE NSIO NS SHALL BE CIEBY THE CONTRAC70R FROM FEUD COI)ITTOPHS. PERPENDICULAR TO THE CURB. I'S TYPICAL CONCRETE SIDEWALK IS 4" THCK. WHEN THE ENTRANCE RADIICANNOT U7 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCX wl, DETEC.5 E"WZWII G SURFACE [AREA IN SQUARE YARDS] EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK RAMP 12:1 MAX l 4&:1 MAX 4 70�T MA%. TYPE A PERPENDICULAR BACK OF CURB - 201 1 TYPE B PARALLEL z' MIN. TRAFFIC REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY A AT * . 2" HIGHER THAN TRUCK RAFFIC7 FOR CONCRETE DEPTH. EDGE OF PAVEMENT WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K IK .SAME AS TDP OF GU THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH, THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS ,DIAGONAL), TYPE C A 4'x 4' LANDING AREA SHALL BE PROVIDED TD MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' rrr rr r�r, rr EARTH. LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME A 4'SOUARE LANDING ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF.8"-2.4" C -C )TES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,. - I CURB AT ENTRAdNCES OR STREET CONNECTIONS THE DETECTABLE - O BEDDING 10. WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD ❑ ❑ 0 O 0 TYPICAL PLACEMENT8UFFER 1a}IN4 TRAVELWAY SHALL BE PROVIDED WITHIN -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH L $ 0 0 0 O 0 0 0 0 0 O O MIN.1110 D X D X BEDDING 1/10 D X fl X BEDDING x x THE BACK OF CURB. 0 v D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 CAST -IN PLACE CONCRETE IS TO BE MASS LANDING RAMP' 'h4 FOUNDATION 'SOFT, YIELDING, OR CROSSWALK AREA. 0 0 0 0 0 0 0 0 0 0 0 0 0 OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE E!T MIN. 1.5 >< 0 MIN. 1.5 x D I 1 MIN. 1.5 x D MIN .5 x D 45" 2.O" e_0" ..,20 9--2- 71_O" 0 0 0 0 0 0 0 0 0 0 0 0 0 I a&, 2"_ „ 5'-O" 31-3" B'-3" W-0" TOP OF FlU - DIMIE NSIO NS SHALL BE CIEBY THE CONTRAC70R FROM FEUD COI)ITTOPHS. No 4DDG P.M. 0 0 0 0 0 0 0 0 0 0 0 0 a U7 CRO�K = I d R O O D O O D O O Q 0 ❑ 0 0 0 12. rrrrr rrrrrrr rrrrrr -� TECTA8LE WARN,NG BACK OF CURB o - - '-14„ PLACEMENT TYPICAL PLACEMENT VARIABLE F L WIDTH OF RAMP FLOOR AT INTERSECTION AT INTERSECTION E NOTE 12, 'BASE DEAME7ER CROSSWALK WITHIN CROSSWALK - PAY LIMITS rrrrrr LINE � � r rrrrr - DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1VDo-F CG -12 DETECTABLE WARNING SURFACE SPEC€FICA( ftEFEREN( ❑AD AND BRIDGE STANDARDS 12" - 60" CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION M]N. 1110 D X D x BEDDING - MATERIAL I/y' PER SAIL 1" (7F H 7N D X MEN. T/kD D BEDOIING EARTH (rFNFRAI NOTES) 1n5 6 ROAD & BRIDGE STANDARDS PERMISSIBLE CONSTRUCTION NH5 DOWEL, 8" LONG 6 12" C -C JOINT _a'_i % jB TRUNCATE DOME SEE SHEET 1 OF 5 FOR DETAILS SECTION A -A TYPICAL DESIGN PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE SECTION B -B TOP OF FILL NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET TCF 5. ALL R0 NFORCING STEEL SHALL HAVE A AEN. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING GR011N6 LINE s (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMS? LENGTH B FEET FOR NEW f ,k rrrrr � rrr( CONSTRUCTION. rrr rr r�r, rr EARTH. rrr rrr rf ROCK UK I ��� "- r. EARTH A 4'SOUARE LANDING Y.Y.J o )TES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,. - I CURBFh ATEA OUTSIDE OF G BEDDING 10. - C TYPICAL PLACEMENT8UFFER 1a}IN4 TRAVELWAY SHALL BE PROVIDED WITHIN CURB MIN.. J IAN.. 1110 D MIN.1110 D X D X BEDDING 1/10 D X fl X BEDDING x x MATERIA. THE fl D PLAN "HP' DIWENSKINS ARE APPR IXYATE ONLY th CAST -IN PLACE CONCRETE IS TO BE MASS EEA IN. 8", MAX.. 24" FOUNDATION 'SOFT, YIELDING, OR CROSSWALK AREA. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE E!T MIN. 1.5 >< 0 MIN. 1.5 x D I 1 MIN. 1.5 x D MIN .5 x D 45" 2.O" e_0" ..,20 9--2- 71_O" J j` TOP ❑F FILL I a&, 2"_ „ 5'-O" 31-3" B'-3" W-0" TOP OF FlU TOP OF FILL DIMIE NSIO NS SHALL BE CIEBY THE CONTRAC70R FROM FEUD COI)ITTOPHS. PAY LINE 4DDG P.M. U7 CRO�K C R05 W JK tn CD 12. rrrrr rrrrrrr rrrrrr -� rrrrrr. rrrrrrr rrrrrr i TYPICAL PLACEMENT TYPICAL PLACEMENT � rrrrrrr frrrr rrrr rrrrrr ��� rrr ffr AT INTERSECTION AT INTERSECTION CROSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT rrrrrr LINE � � r rrrrr - (WITH BUFFER STRIP) r rr r CIFlCATION CG -12 DETECTABLE WARNING SURFACE 77EFERENCE __ TVDC' ❑ fOGE?v N11IN^I11 API APP( I!'ATION PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FELL TOP OF FILL TOP OF FELL 9. ALL R0 NFORCING STEEL SHALL HAVE A AEN. GROUSND LINE GR011N6 LINE s AROUND LINE ac rrrrr ✓rrr f ,k rrrrr � rrr( ""` r rr i rr rrr rr r�r, rr EARTH. rrr rrr rf ROCK UK I ��� "- r. EARTH •II Q. I) UNYIELDING o )TES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,. ci 17 SOIL7,t CURBFh C G BEDDING 10. - MATERIAL TYPICAL PLACEMENT8UFFER 1a}IN4 CURB MIN.. J IAN.. 1110 D MIN.1110 D X D X BEDDING 1/10 D X fl X BEDDING x x MATERIA. MATERIAL D PLAN "HP' DIWENSKINS ARE APPR IXYATE ONLY If " PER 1" OF H CAST -IN PLACE CONCRETE IS TO BE MASS LANOM 48,1 MAX. IN. 8", MAX.. 24" FOUNDATION 'SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MN. L5 x D IAN. 1.5 x 0 MIN. 1.5 >< 0 MIN. 1.5 x D I 1 MIN. 1.5 x D MIN .5 x D 45" 2.O" e_0" ..,20 9--2- 71_O" J j` TOP ❑F FILL I a&, 2"_ „ 5'-O" 31-3" B'-3" W-0" TOP OF FlU TOP OF FILL DIMIE NSIO NS SHALL BE CIEBY THE CONTRAC70R FROM FEUD COI)ITTOPHS. PAY LINE 4DDG P.M. C B NOTES. 12. rrrrr rrrrrrr rrrrrr -� rrrrrr. rrrrrrr rrrrrr i - rrirrrrrrrrrrr rrrrrrrrrrrrrrr _ rr it rrrr rrrrrr rrPf �rr - - r f��r r ;>r � rrr ' � rrrrrrr frrrr rrrr rrrrrr ��� rrr ffr � rrrrrrrrrrrrr rrrrrrrrrrrrr �.. � rrrrfrrrrrr frrrrrrrrr '-'� /rd � rrr rr rrr - e r b rrrrrr GROUND � � frrfr .�r rr r rr rrfrff C OVND .. .. rrr r � ^ e rrrrrrrrr rrrfrrrrr GROUND LIN E rrrrrr LINE � � r rrrrr - o �, .- r ur+E r rr r a = I i EARTH -,LCK 0 302 v MIN, 1/10 D UNY ELIC NG 12" - 60" CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION M]N. 1110 D X D x BEDDING - MATERIAL I/y' PER SAIL 1" (7F H 7N D X MEN. T/kD D BEDOIING EARTH AM GUTTER SITUATIONS ONLY. MAIN. B", BEDDING MNATERIAL MAx.24•' MATEMAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL IECDWC MATERIAL IN ACCORDANCE WITH E F.MBANKAIEN.7 NOTES= SECTION 302 OF THE ROAD AND BRIDGE SPE CIF ICAT IDMS. FOR GENERA. NATES ON PIPE BEDDING. CLASS T BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES WITH SECTION 302 O' TNT: ROAD AND BRIDGE SINN SHEET 107.00. SPECIFICATIONS. FOR PLASTIC PIPE CLASS r BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE rrr.+.r IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND ORDGE SPECIFICATIONS, AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BA.CXF€LL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. \VI0--F INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 ep SHEET I OF 4 REVISION DATE 7111 VIRGINIA Or-PAR71YENT OF TRANSPORTATION 303 107.03 2016 ROAD & BRIDGE STANDARDS TYPE A WITH BUFFER STRIP A 4'SOUAfRE LANDING AREA OUTSKX OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA y- 0 C7 fj C � �j r1: 05SWAJK DIAGONAL PLACFMEh WITH BUFFER STRIP 1V OT ROADANDBRIDGESTANDARC ni`Tc 92'° C.C.CCN6TRLtOT14k'I JOI SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS MARK NO.REOURED LENGTH H 411.5H+At18 5'-8'" HI 4U1.5H+T)+12. T -8" V 78 FH -T-2" APPROXIMATE QUANTITIES FOR MINIMUM W DEPTH INLET NFO 01 DTE NOTE EL 77 REISTEEL SEE CGlNCHETE _ TYPE Lln. Ft, Lhs. Cu. Yds. 2DD V-8" 11863 8.8.3 2EE 8"-0" 1,714 7.20 2FF 8"-D" 1,733 7.25 STANDARD CURB DROP INLET 'tnrl _ A o" oto C-• N1C0TLM f1J1 - CI TF1 'SATS 4NCREMENTS TQ BE DEO FL)R EACH A[] ADDITIONAL FOOT OF DEPTH (H) AND OR SLOT LENGTH (L) H L Df - TYPE CONCRETE M1TEL. CONO&ITE STEEL Cu. Yds. Lha. Cu. Yda. Lba. ?DD 0.IM 2EE4.63191 0.% 17 2FF 0.63 1 M 1 0.15 V XVE= ROAD AM BRIDCE STANNDAW ^ :X OF CURB 2021 -- A •- " 8" 6' ~ L DEPTH OF IL.ET (H] TO BE SHOWN ON PLANS, 9. ALL R0 NFORCING STEEL SHALL HAVE A AEN. 5" MIN.. UOINT 5 B 3 6 9 COVER OF 2". B 12 B nnI �j� 91 I141;%` 6 2, THE "H" DIMENSION SHOWN ON THE STANDARDS A 4' SOV/RE LA+N[71F )TES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,. io CURBFh � SHEET 1 OF 5.WHEW AND SPECIFIED ON THE PLANS WILL BE 10. ALL RENFORCNG STEEL TO BE CUT CLEAR ' / TYPICAL PLACEMENT8UFFER 1a}IN4 CURB FROM THE rWT OF THE OUTFALL PEIF�To THE TOP OF TFE STRUICTI RE. AT INTERSECTION ALL OPENINGS BY 2". END VIEW - - SLOPE. WITHIN CROSSWALK PPE DIAMETER A B 12" 4,. 2,_0„ 2'-3" 21" 2'-11° 24"13,.7�, 27" " 4'-0" f" D" 4,_6 33" T- ', 4'-10112!' T 3' 913"-31-3"" 44" Y-9 3 " 2'-O" 8-0 54" 20_3" 5'-5' 2,,R4„ 5,-0" PLAN "HP' DIWENSKINS ARE APPR IXYATE ONLY 11. CAST -IN PLACE CONCRETE IS TO BE MASS LANOM 48,1 MAX. ------------ 18" 9" 2'-3" 3'-10' 8'-T" 3'-01" DIAGONAL PLACEMENT APPLICATION FKopr LA 0NC. 40-1 MAX. FOR ESTIMATING PUWOSES t1M 1 TFNE ACTI3FL 33" (WOO M. PRECAST CONCRETE IS TO BE 42" 1.9" 51-31 2'-1T" B -2" 45" 2.O" e_0" ..,20 9--2- 71_O" 64" 2"-3" 8'-5" 2"-1p, B'-4" 7'-8" I a&, 2"_ „ 5'-O" 31-3" B'-3" W-0" DIMIE NSIO NS SHALL BE CIEBY THE CONTRAC70R FROM FEUD COI)ITTOPHS. PAY LINE 4DDG P.M. C B NOTES. 12. LENGTH OF SLOT (L) WILL, N EVERY CASE,I PPE LEV7H5 SHIOWN ON Pd." ARE BASED ON EN0-SECTION DESIGN SHOWN ON THE LEFT, IF THE CCMTIRMK:iOR ELECTS TO USE THE ALTERNATE OEM SHOWN ON BARS H# 5 NH B" C=C 'VERT 3. TWO WHEN SPECIFIED IN AICCORDNNCE VITrH STANDARD U910WN ON FILiW6- SLOPE DETAIL SPEC11OATM IS-1. THE COST OF FLRNSHNG NO PLACING ALL 13. THIS STANDARD IS WTEN0M FOR USE N OU 302 12" - 60" CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 102.01 MATERIALS INOMENTAL TO THE SHAPING IS TO BE AM GUTTER SITUATIONS ONLY. INCLUDED N THE Bit PRICE FOR THE STRUCTURE. 14, (PTIONN. NXDNSTRUCTION JOIHSC U 1 0 - 4. IN THE EVENT THE AVERT OF THE OIFTFALL PPE IS HONER THAN THE BOTTOM OF THE M TO BE KEYED. ALL SPLICES N BARS V T A UNIMUIM OF 40D (20"D, ep . ; STRLICTURE 7'HE INVERT OF THE STRUCTURE SHIALL BE SHAPED WITH CANT MORTAR TO 15. FOR PLAN VIEW OF INLET SEE STANDARD D PREVENT STAHOr4 OR PON78NG OF WATER 2E, 2F. SECTION A -A IN THE STRUCTURE. THE COST OF FLIMSHIRNG AND PLAGINO ALL MATERGLS INCIDENTAL TO 16. PROVIDE SAFETY SLABS WHEN SPECFTFA Oh THE SHAPING IS TO BE INCLUDED R THE BD THE PLANS, PRICE FOR THE STRUCTURE. _17. FOR OESCRIPTIUN AND LOCATION OF D/Mk]N51 6. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" L SEE SHEET 104.06. OR GREATER. FOR DETAILS SEE STANDARD ST -1. 18. FOR NUMBER DF BARS A -M REQUIRED LINO ARDWARE CLOTHS $. THIS ITEM MAY BE PRECAST OR CAST -€N -PLACE. LENGTHS SEE SHEET 404.07. 51186ASE Y iH x '" SMOOTH DOWELS AT APPROXIMATELY 4 B SMOG 1 9 F MIN. INLETS OF IOUANTLTIES SHIOWN ARE OR ja,�,c�.c. 7 12°' C -G TO � PLAIDED N ALL AREAS ADJACENT EACH TYPE, FOR INLETS OF GREATER OEPTI TO ABUTTING CONCRETE TO PREVENT NHD OR LARDER SLOTS (0 INCREMENTS SHOT THE AMOUNT 0 WEEP HOLE SETTLEMENT. IN LIEU OF DOWEL A 2" K 4"' PER F007 BUST BE ADDf)5. SEE NOTE B, BARS 1#14,s NOTCH MAY BE PROVIDED. SEE TANDARN T-01-3,4 FOR ALTERNATE DESK,T,L CONCRETE AND STEEL DISIPLACED MUST BE DEDUCTED TO OBTAIN TREE QUANTRE5. STEPS FOR POR UDE B, 3" gAAETER WFFP HOLE TO BE LOCATED TO WEEP WITH 12"X12" PLASTTC FWIOWAAE CLOTH " IHES'HI 20. FOR DETAILS AND DI EhMONS OF CURB SLC BEAM, DOLLAR AND ORATE DROPPED wrrER LNEAND REINFORCING AND STRUCTURAL SEE STANDARD DI -M AE OAR0 57-1 A OR 8ANVAiIED STEEL y E, WIRE DIAMETER 0.03'" NUAFIFR 4 NE&1 HARDWARE CL07H AHCNDRI'D FIRMLY TO THE OUTTSGDE 2L STEL NOT DETAILED INLET MAY BE USED WITH LARGER LONGITLZ .. OF THE STRUCTURE. PPE (72" MAXIMUM) PROVIDED HIORIIONTAL CLEARANCE BETWEEN ADJACENT PIPES IB ADEQUATE. T a } " BARS HID-O?TIUHA 92'° C.C.CCN6TRLtOT14k'I JOI SECTION THROUGH ELEVATION SCHEDULE OF REINFORCING STEEL BARS MARK NO.REOURED LENGTH H 411.5H+At18 5'-8'" HI 4U1.5H+T)+12. T -8" V 78 FH -T-2" APPROXIMATE QUANTITIES FOR MINIMUM W DEPTH INLET NFO 01 DTE NOTE EL 77 REISTEEL SEE CGlNCHETE _ TYPE Lln. Ft, Lhs. Cu. Yds. 2DD V-8" 11863 8.8.3 2EE 8"-0" 1,714 7.20 2FF 8"-D" 1,733 7.25 STANDARD CURB DROP INLET 'tnrl _ A o" oto C-• N1C0TLM f1J1 - CI TF1 'SATS 4NCREMENTS TQ BE DEO FL)R EACH A[] ADDITIONAL FOOT OF DEPTH (H) AND OR SLOT LENGTH (L) H L Df - TYPE CONCRETE M1TEL. CONO&ITE STEEL Cu. Yds. Lha. Cu. Yda. Lba. ?DD 0.IM 2EE4.63191 0.% 17 2FF 0.63 1 M 1 0.15 V XVE= ROAD AM BRIDCE STANNDAW ^ :X OF CURB 2021 -- A ROADWAY GRADEMINIMUM IN PERCENT ~ �� PERMISSIBLE CONSTRUCTION ROSSWALK 5" MIN.. UOINT 5 B 3 6 9 13.1 MAX 4 B 12 B nnI �j� 91 I141;%` 6 STANDARD CURB DROP INLET 'tnrl _ A o" oto C-• N1C0TLM f1J1 - CI TF1 'SATS 4NCREMENTS TQ BE DEO FL)R EACH A[] ADDITIONAL FOOT OF DEPTH (H) AND OR SLOT LENGTH (L) H L Df - TYPE CONCRETE M1TEL. CONO&ITE STEEL Cu. Yds. Lha. Cu. Yda. Lba. ?DD 0.IM 2EE4.63191 0.% 17 2FF 0.63 1 M 1 0.15 V XVE= ROAD AM BRIDCE STANNDAW ^ :X OF CURB 2021 -- A ROADWAY GRADEMINIMUM IN PERCENT ~ �� PERMISSIBLE CONSTRUCTION ROSSWALK 5" MIN.. UOINT 5 B 3 6 9 13.1 MAX 4 B 12 B nnI �j� 91 I141;%` 6 RAMP '-z" TABLEa A 4' SOV/RE LA+N[71F w`M4 A TRUNCATED DOMNES SEE SHEET 1 OF 5 FOR DETAILS SECTION A -A PERMISSIBLE CONSTRUCTION O - ter WITH BUFFER STRIP WITHOUT BLFFER STRIP N 0 SECTION B -B ROADWAY GRADEMINIMUM IN PERCENT ~ �� 4 8 ROSSWALK 5 7 2 5 B 3 6 9 4 B 12 5 nnI �j� 91 I141;%` 6 14 15 A 4' SOV/RE LA+N[71F )TES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,. CROSSWALK CURBFh THE MIAFA.N7t1}SSwAL.K WIIHNNCtE MA CCSEE SHEET 1 OF 5.WHEW JLBARISa 1D" A -e MEw ' / TYPICAL PLACEMENT8UFFER 1a}IN4 CURB THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS pF THE AT INTERSECTION !rte END VIEW STRIP 5'SOEwALx SLOPE. WITHIN CROSSWALK PPE DIAMETER A B 12" 4,. 2,_0„ 2'-3" 21" 2'-11° 24"13,.7�, 27" " 4'-0" f" D" 4,_6 33" T- ', 4'-10112!' T 3' 913"-31-3"" 44" Y-9 3 " 2'-O" 8-0 54" 20_3" 5'-5' 2,,R4„ 5,-0" C 7'-0„ 114" 2`-7'° 2,_6"- 21-101 T-7 " '- -TP°" 2'- WA 31-31, O E 4,-0" 2'_0" 4'-0"- _ 3'-0" 5'-0" 30-8" 6a -P' 11-21, 8"-1" 4-6" 1 8 _ S'_0" T- 5'- 6" W 2" t3' -B 6'-2" T - O-' "'-V/4' 7"-8" 81_31 81_0„ TYPE B PARALLEL LANOM 48,1 MAX. ------------ 18" 9" 2'-3" 3'-10' 8'-T" 3'-01" DIAGONAL PLACEMENT APPLICATION FKopr LA 0NC. 40-1 MAX. 7mNo 46+1 VAX. lV l Tr ;DAD AND BRIDGE STANDARDS SLOPE CURS CROSSWALK [ " CROSSWA.I ZZI CR©©A11{{SS f1 CONCRETE CURB II WITH BUFFER STRIP WITHOUT BUFFER STF CG -12 DETECTABLE WARNING SURFACE TYPF' A TPARAI I F1 ) APPI IrATION VANZED AMC 6 X U I I 3" DFAMETER I WEEP VOLE 8 E) SEE NOTE B FRONT ELEVATION I 1 FOR USE ON GRADES ; FLOW y r 1 FLOW 1 1 l FOR USE IN SAGS BOTH SIDES TO BE SYiMHETRECAL DAO A40 �STANDARDS 2016 ROAD & BRIDGE STANDARDS EXPANSION ,HINT ROADWAY GRADEMINIMUM IN PERCENT RAMP LENGTH N FEET d" CURB 8" CURB 0 4 8 1 5 7 2 5 B 3 6 9 4 B 12 5 10 15 6 14 15 lV l Tr ;DAD AND BRIDGE STANDARDS SLOPE CURS CROSSWALK [ " CROSSWA.I ZZI CR©©A11{{SS f1 CONCRETE CURB II WITH BUFFER STRIP WITHOUT BUFFER STF CG -12 DETECTABLE WARNING SURFACE TYPF' A TPARAI I F1 ) APPI IrATION VANZED AMC 6 X U I I 3" DFAMETER I WEEP VOLE 8 E) SEE NOTE B FRONT ELEVATION I 1 FOR USE ON GRADES ; FLOW y r 1 FLOW 1 1 l FOR USE IN SAGS BOTH SIDES TO BE SYiMHETRECAL DAO A40 �STANDARDS 2016 ROAD & BRIDGE STANDARDS EXPANSION ,HINT 60" GALV_ LiI>SXi2- ALTERNATE END -SECTION 12" - 60" PIPE Es -1 HUB ENON CUTLET END -SECTIONS ENDON INLET END -SECTION BARS A-1 C h --H E- _ 6 10" C -C $ CONCRETE TO BE PSI MIN! t,IPLAN BARS H I Q 10" C -C T OARS C tiN Bk, i s a B" C -C F Ow - _ JLBARISa 1D" A -e ' / SECTION B -B v-4" 2"-&, 1a}IN4 BARS A -1---i L oAR65 SECTION C -C &DECREASE TO T" WHEN INLET 6 USED WITH MEDIANS. WARPED OUTTER APPROACH( GUTTER 7" V. �1 WEEPH OLF S" X T'L/� SEE NOTE 5 BENT RTES-- IIAl R JIA t_C I SECTION 0-D WELD A vI +, X g CONAEC TO DOE SECTION E -E TYPE d TYPE STEPS NOSE DETAILS " SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE LIMED WITH CG -7 STM 3--7- TYPE H NOSE DETAIL SHALL HE USED WITH 00-6 STM CALVMUETD PLATE FOR TYPE A TOEE _ T DN Ak ANI SECTION A -A OF 86.30'AND IS TO 6E MCHICRED WITX4" STUD FOR STEP DETAILS SEE STD. ST -1. SHEAR COI�CTORS H WELDED TO BENT AE AT 2'C -C. STANDARD CURB DROP INLET SPEFERE T REFERENc 9HlI - HAI( D71D1'� kAAVIt11 U M 'CT41 CIa1 . 0' NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE GLASS A3 IF CAST IN PLACE, 40DO PSI IF PRECAST. 3. COMBINATION CURB 4, GLITTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 1. GUTTER. 4. FOR USE WITH STAiIIL= OPEN-0RADED ORA,NAGE LAYER, THE BOTTOM OF THE CURB a GUTTER F 0 PARALLEL TO THE SLOPE OYAOW"S" AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO -6 IS BASLO ON ROADWAY CLASSIFICATION AND DES<ON SPEED AS SHOWN IN APPENDIX A OF THE ROAD D£MLON kANNl1AL W TH€ SECTION ON M URBAN STANDARDS. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION SNI CURB AND GUTTER NOTES, 1. THIS [TEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4004 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WLL IE PAID FOR AS RADIAL CURB. 4. THE 3 (15" DEPTH) MAY BE REDUCED AS MUCH AINCREASED AS MUCH A5 3" (21" DEPTH)IN ORDER THAT THE BOTTOM( OF CURB WILL COINCIDE WF[TN THE TOP OF A COURSE OF THE 'PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH{ SS TO BE 96" AS SHOWN. NO ADULSTtMk7'TT IN THE PRICE BID IS TO BE MAD FOR A DECREASE OR AAI INCREASE IN DEPTH. 5. CG -2 i5 TO BE USED ON ROADWAYS MEETING THE REOUREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DE=N MANUAL.. IN THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED STANDARD 6" CURB THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T' IS MAINTAINED. mr ROAD MD S AI7U3ARC XVDT ROAD AND BRIDGE STANDAR( END -SECTION 12" - 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE Es -1 HUB ENON CUTLET END -SECTIONS ENDON INLET END -SECTION 0 h --H E- ONT END -SECTIONS END klG5-EO X ..^. _ - - -. - - - w CONCRETE TO BE PSI MIN! t,IPLAN xx a. _.COONCRET1E TIS TO BE4000 7PLZM tiN Bk, FI�JG - zz - _ T - STEEL FMIBR9D RELNFONRCENEINT c - I ' / I my LK E PAY V4END VIEW SECTION X -X !rte END VIEW SECTION X -X END SECTION DIMENSIONS END SECTION DIMENSIONS PPE DIAMETER A B 12" 4,. 2,_0„ 2'-3" 21" 2'-11° 24"13,.7�, 27" " 4'-0" f" D" 4,_6 33" T- ', 4'-10112!' T 3' 913"-31-3"" 44" Y-9 3 " 2'-O" 8-0 54" 20_3" 5'-5' 2,,R4„ 5,-0" C 7'-0„ 114" 2`-7'° 2,_6"- 21-101 T-7 " '- -TP°" 2'- WA 31-31, O E 4,-0" 2'_0" 4'-0"- _ 3'-0" 5'-0" 30-8" 6a -P' 11-21, 8"-1" 4-6" 1 8 _ S'_0" T- 5'- 6" W 2" t3' -B 6'-2" T - O-' "'-V/4' 7"-8" 81_31 81_0„ PPE DUAETER A B C 0 E. 32" 4.1 2'-0" 4'-1" 6'-1" 21-0„ 6,_T, 2,_5" hF-7-iI I -I -H ------------ 18" 9" 2'-3" 3'-10' 8'-T" 3'-01" 21" 8" 2'-14" 3'-2" 6°-1" 44" 10„ 31_7" 2'_8"- 6'-3" 41-01.1 27" 1O " 4,-0<, 2.',lY," _ 6,_ " 4'-V'30" 30" 1"-0" 4'-6'" T17Y." 6,_ " 5'-0" 33" 21- g . _ !,-w 42" 1.9" 51-31 2'-1T" B -2" 45" 2.O" e_0" ..,20 9--2- 71_O" 64" 2"-3" 8'-5" 2"-1p, B'-4" 7'-8" I a&, 2"_ „ 5'-O" 31-3" B'-3" W-0" PAY LINE C B NOTES. PPE LEV7H5 SHIOWN ON Pd." ARE BASED ON EN0-SECTION DESIGN SHOWN ON THE LEFT, IF THE CCMTIRMK:iOR ELECTS TO USE THE ALTERNATE OEM SHOWN ON 'VERT THE THE OFfEIItEH9CE W d i�ET�t;EtlN F UCSD BY SLOPE DETAIL SPEC11OATM FLARED END SECTION ROAD AM BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 102.01 2016 ROAD & BRIDGE STANDAI`ZDS N in Efl a C4 N U N J 1= 0a) c_ 4, (D = �` L 0 as U. a, z W LLJ�.I FC SP# 27-17 Rev. No. Date 6 04/26/2019 262019 DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07.02 0 h --H E- H > IZ) E-1 rrF--N t f µ-I W !rte W hF-7-iI I -I -H Rev. No. Date 6 04/26/2019 262019 DATE: 05/26/2017 SCALE: N/A DESIGNED BY: RLK FILE NO. 3015L SHEET 07.02 �- GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLAN SCOPE OF WORK 3 Cc % r , THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS r SHOWN ON THE PLANS AND SPECIFICATIONS. �r� ` '�.. ..mss— +� - �° — L— J I Qct `'►�•�-•- �'* �''" G G` '� '� �.. �, - { rr 1 �� NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH C "°`�' 1 Cc G ••.� \� r1 +` THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING % r AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. J!■ f [ ' • ��' n----.� r, STANDARDS f ► " �� —� 1 ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY &LANDSCAPE ASSOCIATION jANLAj.PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN Y' r INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS, COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S 1 7s "I REPRESENTATIVE, NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. r , .' r ZXX • r SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE nN [)P >' ;: • :: ,; LANDSCAPE ARCHITECT, THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL I r SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. 1 4 I i l SUBSTITUTIONS: POST -BID I r w IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. r UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION ' I r r TO LOCATE UTILITIES. f I J U, TR r EES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FCSA EASEMi=NTS IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT 1 DESIGNER SHALL BE RESPONSIBLE FOR 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 I COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT f DESIGNER TO ACCOMMODATE THE POOR DRAINAGE. I :ti WARRANTY 5 Gb I l THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL �r 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 WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING LAIJ ;.•. • e PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. • 1 I _ I 'I I i I I I 1 1 {_ I ! ! I 4 i I I _ 8_ I d 1 I i_ I ! I I ! r� 1 ! i i I 1 } r, INSPECTION v T A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. d *., 3Sfl _ �,. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. W W W W C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. ' •.• /� STANDARDS r - or o o a : °:', :: :'::'•'':: , ::;` : ; .: , :'.'.'. A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO ��, ,%�,:.;;::.'� ;:;::''•;;.... REPRESENTATIVE SPECIES. B. BALLED AND BURLAPPED (B&B) � � •. +� .�� :•:�,:.�.�. '.,,'°�.::�`:'`,.:'.�. ;''• ,:.;:.••:.; 1. BALLED D AND BUR LAPPED 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 ° BALL ALL SIZES SHA �LL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE <: PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE AND 12 A O B VE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE -TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER - GROWN STOCK yCs .. 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 r ►..'. 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 C` CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL 'F r CONTAINER -GROWN TREES & SHRUBS IN THIS SECTION. Cf r 3. ALL CONTAINER -GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE r LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE -INCH OF RAINFALL PER WEEK, D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. i 1 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. 'rl 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 24 -HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL. PRUNE DOMINANT LEADERS NOTES: 30 15 D 30 60 NOTES: 1. AT PLANTING PRUNE ONLY CROSSING LIMBS, NON-ABRASIVE BROKEN OR DEAD BRANCHES THAT POSE AHAZARD TREE TIES 1) ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT TO SITE USERS PER ANSI STANDARD A 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 TOP OF ROOT BALL 2' 2, CONTRACTOR SHALL MAXIMIZE 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 AT THE TOP 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 MIXTUREjEXISTING SOIL SCREEWBUFF'ERAREAS AS PART OF NORMAL CONSTRUCTION OPERATIONS MAY NECESSITATE THE INSTALLATION OF COVER TOP OF ROOT BALL CLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS, A 3' TALL EVERGREEN HEDGE FENCE OR BERM TO PREVENT THE VISUAL IMPACT OF GLARE AND HEADLIGHTS ON WITH SOIL. AND MIXED WITHI ORGANIC MATERIAL ADJOINING PROPERTIES AND RIGHTS OF WAY AS REQUIRED IN FREDERICK COUNTY Z.O. Section 16:5-201.01 (13)(a) (COMPOSTED BARK, LEAF MOLD OR OTHER PRIOR TO MULCHING TAMP PLANT DEBRIS PROCESSED TO A POINT OF SOIL FIRMLY AROUND PEAT MOSS MAY NOT BE USED.) 3' MULCH NO MORE ROOT BALL WITH FOOT October Glory Maple THAN V ON ROOT PRESSURE IN 5' LIFTS SO 4. CONTRACTOR SHALL LEGALLY REMOVE BALL & 6' BACK FROM THAT R007 BALL DOES OIL &DEBRS FROM SITE EXCESS SI TREE TRUNK NOT SHIFT, 4 2" cal, B&B 5. DO NOT PLACE MULCH IN CONTACT WITH 4' HIGH X 8' WIDE SOIL STEM OF TREE, MULCH MUST BE iY AWAY FROM BERM BEGINNING AT PERIPHERY OF TREE TRUNK ROOT BALL, 6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED Star Magnolia 3 7, IF TREE STAKING REQUIRED REFER TO TREE Qa Quercus alba STAKING DETAILS. 3 2" cal, B&B -ALL PLANTS MUST BE WATERED TWICE: ONCE Quercus rubra ORIGINAL GRADE AT INSTALLATION & AGAIN WITHIN 48 -HOURS • ► . r .,,f k,'L �iL�: �; • FINISHED GRADE OF INSTALLATION. REMOVE TWINE, ROPE WIRE, & BURLAP FROI TOP jS OF ROOT BA BOTTOM OF ROOT BAL RESTS ON EXISTING 01 RECOMPACTED SOII ry111V. YYIL71f'i V✓• Kittrl 2 )CS ROOT BALL DIAMETER TREE PE.ANTING DETAIL NC?T TO SCALE ROUGHEN I LOOSEN S 0 1 L ON SIDES OF PLANTING HOLE, BACKFILL SOIL MIXTURE FOR ENTIRE TREE PIT AREA & ROOT BALL DEPTH FIRM SOIL IN 8' LIFTS �L!LNb9iH.t 3�1��HII:Ie3:7:E►Te PLAN VIEW N -ABRASIVE RUBBER TIES, )UND THE TREE, THROUGH EACH aTED AND SECURED TO THE MANNER WHICH PERMITS TREE %ND SUPPORTS THE TREE IN )NDITIONS 'LODGE POLE PINE OR STAKES SET OUTSIDE ROOT BALL. TION SHALL NOT INTERFERE WITH BRANCHES. NO GUYING MAY BE ONLY D WHERE SITE CONDITIONS SIR USE. CONDITIONS WHERE ) GUYING MAY 8E NECESSARY TO BILITY INCLUDE WINDY STEEP SLOPES, OR WHERE vAY BE OF CONCERN. 3 GUYS WILL BE INSTALLED USING ACCEPTED ARBORICULTURE TREES SHALL STAND LEVEL I 'ER STAKING. ION WILL INCLUDE THE REMOVAL NG AND GUYING MATERIAL ONE INSTALLATION. ANY HOLES FTER REMOVAL OF STAKES SHALL BE FILLEi7 WITH TOPSOIL. 4. REFER TO DETAILS FOR TREE PLANTING DECIDUOUS TREE STAKING INFORMATION NOT TO SCALE LANDSCAPE CALCULATIONS 1. INTERIOR LANDSCAPING: 1 TREE PER 10 SPACES, 11 SPACES / 10 = 1 TREES REQUIRED 1 TREES PROVIDED 2. PERIMETER LANDSCAPING: 35,607 SF OF ADDITIONAL IMPERVIOUS AREA 1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF = 21 REQUIRED TREES 42,951 SF x (1 TREE 12,000 SF) = 22 TREES PROVIDED TOTAL PARKING LOT LANDSCAPE TREES REQUIRED::-- 22, TOTAL TREES PROVIDED = 23 `IMPERVIOUS AREA TOTALS BASED UPON THE DIFFERENCE BETWEEN EXISTING AREA OF IMPERVIOUSNESS FOR LOTS 11, 12 & 159S (PROJECT COMPONENTS ON ALL 3 LOTS) AND THE PROPOSED AREA OF IMPERVIOUSNESS ASSOCIATED WITH THIS PROJECT. OPEN SPACE CALCULATIONS 15% MINIMUM OPEN SPACE REQUIRED 36.5259 ACRES* (SITE AREA x 15% = 5.48 ACRES REQUIRED) 18.92 ACRES PROVIDED 136.5259 ACRES (SITE AREA) = 51.8% OPEN SPACE PROVIDED PLANT SCHEDULE ABB BOTANIC NAME COMMON NAME QUANTITY SIZE PROPOSED TREE PLANTINGS Ar Acer rubrum 'October Glory' October Glory Maple 4 2" cal, B&B Cc Cercis canadensis Eastern Redbud 4 2" cal, B&B Gb Ginkgo biloba (male) Ginkgo free 5 2" cal, B&B MS Magnolia stellata Star Magnolia 3 2" cal, B&B Qa Quercus alba White Oak 3 2" cal, B&B qr Quercus rubra Red Oak 4 2" cal, B&B D 0 23 Tree Plantings Z;4 Lu �4 W 0 FC SP# 27-17 Rev. No. Date 5 09/1.7/2018 �H Op PAN Y L EPLER � LIC. No. 32809 &-(0IVAL DATE: 05/26/2017 SCALE: 1" = 50' .DESIGNED BY: RLK FILE NO. 3015L SHEET C8.01 17-1.4 L� co 0 F-! l --i F-4 7E --i W � H ImE.J W D 0 W 5 LL z Z Rev. No. Date 5 09/1.7/2018 �H Op PAN Y L EPLER � LIC. No. 32809 &-(0IVAL DATE: 05/26/2017 SCALE: 1" = 50' .DESIGNED BY: RLK FILE NO. 3015L SHEET C8.01 17-1.4 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 wail surfaces in both an upward and downward configuration, The Galleon family of LED products deliver exceptional performance with patented, high -efficiency AccULED Optics", providing uniform and energy C0I1SCiOUS lighting for parking lots, building and security lighting applications. SPECIFICATION FEATURES Construction Driver enclosure thermally isolated from optics for optimal thermal performance. Heavy wall aluminum housing die-cast with integral external heat sinks to provide superior structural rigidity and an IP66 rated housing. Overall construction passes a 1.5G vibration test to ensure mechanical integrity. UPLiGHTING: Specify with the UPL option for inverted mount uptight housing with additional protections to maintain IP razing. Optics Choice of thirteen patented, high - efficiency Accu LED Optics. The optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AocuLED Optics create consistent distributions with the scalability to meet customized application requirements, Offered standard in 4000K (+f- 275K) CCT and minimum 70 CRI. Optional 3000K, 5000K and 6000K CCT. Greater than 90% lumen maintenance expected at 60,060 hours. Available in standard 1A drive current and optional 1200mA, 800mA, and 600mA drive currents. Electrical LED drivers are mounted for ease of maintenance. 120-277V 50/60Hz, 347V or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only, Drivers are provided standard with 0-10V dimming. An optional Eaton proprietary surge protection module is available and designed to withstand 10kV of transient line surge. The Galleon Wall LED luminaire is suitable for operation in -30°C to 40°C ambient environments. For applications with ambient temperatures exceeding 40'C, specify the HA (High Ambient) option. Emergency egress options for -20°C ambient environments and occupancy sensor available.. DIMENSIONS --- 6-112" 1.1 ' I II II 1164mm) 1 �15-11116" €400mm1 1 -12-118" 13o8mml� HOOK -N -LOCK MOUNTING BATTERY BACKUP AND THRU-BRANCH BACK BOX 164„ 1159m ml 2.1,,2„ 163mm1 �3515f16" [388mm1 143mm) FM,T N DESCRIPTION The Galleon'll' 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 app EEcat(ons. IP66 rated and UUcUL Listed for wet locations, SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance, Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested and rated. Optional tool -less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high -efficiency Injection -molded Accu LED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. Accu LED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K t+!- 275Kj CGT 70 CRI. Optional 300010, 5000K and 6000K CCT. DIMENSIONS Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 5016011z, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40°C to 40°C ambient environments, For applications with ambient temperatures exceeding 40°C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60.000 hours. Available in standard 1A drive current and optional 600mA, 800mA and 1200mA drive currents (nominal). Mounting STANDARD ARM MOUNT: Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during mounting. When mounting two or more luminaires at 90° and 120° apart, the EA extended arm may be required. Refer to the McCraw -Edison Mounting Gasketed and zinc plated rigid steel mounting attachment fits directly to 4" j -box or wall with the Galleon Wall "Hook -N -Lock" mechanism for quick installation. Secured with two captive corrosion resistant black oxide coated allen head set screws which are concealed but accessible from bottom of fixture. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. `www.designlights.org GWC GALLEON WALL LUMINAIRE 1-2 Light Squares Solid State LED WALL MOUNT LUMINAIRE CERTIFICATION DATA UUcUL Listed LM791 LM80 Compliant IP66 Housing 150 9001 Design Lights Consortiums Qualified* ENERGY DATA Electronic LED Driver >0.9 Powar Factor <20% Total Harmonic Distortion 120-277V150 & WHz, 347V16OHa, 480V160Hz -30°C Minimum Temperature 40'C Ambient Temperature Rating SHIPPING, DATA Approximate Not Weight: 271bs. (12.2 kgs.) 1p� rf'f!j TD514017EN °8T August 15, 2017 10:00 AM McCraw -Edison arm mounting requirement table, Round pole adapter included. For wall mounting, specify wall mount bracket option. QUICK MOUNT ARM: Adapter is bolted directly to the pole, t2uick mount arm slide into place on the adapter and is secured via two screws, facilitating quick and easy instaiiation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-712" to 4-718'. Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock -out enables round pole mounting, Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard housing colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. DIMENSION DATA Number of"A" TYP $" "B" Weight EPA Light Squares Width Standard flptionatArm with Arm with Arm 128 -1 Arm Length Length' ilbs.l (Sq. Ft.) 1-11 15.112" 7" 10" 33 0.966 (394mm) (178mm) (254mm) (15.0 kgs.) -1 5.6 21.5 8` 7" 10" 44 1.00 (549mm) (178mm i254mm} (20.0 kgs.) 7.8 27-518" 7"13" 64 1.07 (702mmI (178mm) (330mm1 (24.5 kgs.) -1 9-10 33-314" 7"16" (857mm) 078mm) (406mm1 (286 kgs,) NOTES; 1 optional arm length to W used when mountino two frxtur" at 8q' on a single porn. 2. EPA calculated with optional arm Ioncrth. FIT v &Paw Nkvtcwds DRILLING PATTERN TYPE "N•' 314" 09mml Diameter 2" Hole (51mml l- 7,'8' 122mml 1-314" 144mml (2) 9116' 114mm1 Diameter Holes *www.d"i gn I i ghts.o rg GLEAN GALLEON LED 1-10 )_igltt Squares Solid state LED AREAISiTEE LUMINAIRE CERTIFICATION DATA UL1cUL Wet Location Listed BSO 90D1 LM 79 f LMBO Compliant 3G Vibration Rated IP66 Rated Design Lights Consortium'" Qualified* ENERGY DATA Electronic LED Driver X0.9 Power Factor a20% Total Harmanic Dlstorrion 12OV 277V 5016OHz 347V&4 80V60Hz 40'C Mm. Temperature 40°C Max. Temperature 50'C Max. Temperatule (HA Opt(on1 r VI -1 ! 1 TD500020EN °�anFe° 2016-09.2815,31:55 DXF file created by LltePro 2.020 on 8110/2017 10.25.40 AM CALCULATION! SUMMARY - AREA NAME DIMENSIONS GRID / TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MI AVE/MIN Bldg 3 & Garage 883.3000.10Ft Grade / H -H 2763 10.00 «> 0.93 14.99 0,00 N/A N/A NFCU Buildin 3 21702201 LUMINAIRE SCHEDULE TYP SYMBOL DESCRIPTION LAMP LUMENS MOUNTING/BALLAST LLF QTY B ? EATON - McGRAW- "FBr 128 -1 0.90 2 4 (2) GLEON-AF-04-LED-EI-SL2 C EATON - McGRAW- "FCn (64) -1 0.85 2 (1) GLEON-AF-04-LED-E1-T4W EATON - McGRAW- D (1) "FDn GLEON-AF-04-LED-EI-T3R (64) -1 0.85 7 AREA SUMMARY SCHEDULE AREA NAME 110 DIMENSIONS LUMS / <ASMS> WATTS / SQ FT QTY - - <8 > (2) Bldg 3 & Garage OUT 883.30x810.10Ft <C > 2) 0.01 <D > 7 1 LIGHT FIXTURE CONCRETE LIGHT - POLE W/ BASE BASE FINISHED GRADE IS T BELOW THE TOP OF THE BASE CONCRETE LIGHT - POLE BASE (DESIGN BY STRUCTURAL ENGINEER) TYPICAL LIGHT POLE DETAIL NOT TO SCALE OA U U i�fl QD UA 0A DA t \ ++++++ 1 M QA a,a U aU aU DA DA UA OA ap OA 1i0 fl -:4 A (�. 1 It 1 - 1 ` f' t l ` EEA UA OA UA 0 0 OA OA QU Q0.0 Q4U UA UD UA AO UA a0A0 j = d 1 �1i _ 1 1 UA aU DA DA UU UA UA UA aU 9A 9A 0.0 aU a0 U UA 90 QA aU UA QU a4 aU llA UA 4 I � � �--- aA aA DA �A DA DA DA as aD as aA ao aD aD as DA aA aA aD as as aA as aA ou aD DA aD DA 1 i + + t + + + + # + + + # + + + + + + + + # + + + } + + + # + + + 1 �` .--\ r � ,I 0.0 a0 DA QA UA a0 D11 UA 0.0 OA OA 0A 0.0 EIA al 01 U1 al 0.0 0.0 0A aU as ao DA as aU UA UA DA OA OA 1 � dA AO 13+0 aA 0.0 I1+0 iiA UA UA 73+0 aA 0A 0U DA RU 0i g1.':Oi 0.3 U3 A4 A3 0j UA aA aU RU UA OU UA UD fEl aA Aa U+A 1 DA u 0.0 a0 QO UA aU aU aU aU aU IL0 AO 0A DA 0.0 U,D aA al 9k' A3 a5 a7 U9 aB Al aU U,1 a1 fl1 ai UA aU AO 0A OA as DA UA ' �- ao aD DA 0A 60 as UA aA OA aA 0A UA,t06 EIA AU 010 DA 0.0 0.01 0� 0.1 U$ a4 b 11 L7 L9 a8 DI 02 02 al D1 0.1 as aU 0A AO DA a0 a0 atl �� I + # + t + + + # + r + t } + + + t + + 4 } 4 # + r + + + t + + + + + + + + + + + # + ! 1 t • f . 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No. Date 5 08/17/2018 RANDY L. KEPLER ~ Llc. NO 32809 , 0 DATE: 05/26/2017 SCALE: 1" - 50' DESIGNED BY: RLK FILE NO. 3015L SHEET C8.02