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Site Plan and Public Utility PlanXX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C1 CIVIL NOTES SHEET STREET SIGNING NOTES 1.All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of Uniform Traffic Control Devices (MUTCD) with the following exceptions: 1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed. 1.2.All Road Name and Street signs shall have a minimum 4" initial uppercase letter and 3" lowercase letters legend. Both background and legend shall be retro-reflective. Standard colors are white legend and green background except private roads, which will have a blue background. 1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted. 1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background. 1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used. 1.6.The minimum height of signs shall be 7' from the road surface to the bottom of the sign. 1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially accepted for maintenance by the CITY OF MERIDIAN. SITE PLAN NOTES 1.This site plan conforms to an actual survey that was performed on the ground by a licensed land surveyor or in and for the State of Idaho. It is the owner's responsibility to construct all structures shown on this site plan in accordance with said survey. 2.All on-site improvements shall be constructed in accordance with the current CITY OF MERIDIAN engineering standard specifications and standard drawings, current IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), IDAHO TRANSPORTATION DEPARTMENT standards and specifications each of which corresponding to their respective jurisdictional authority. 3.Approximate locations of some known existing underground utilities are shown heron. It shall be the contractors responsibility to determine exact locations of all existing utilities prior to beginning work. The contractor agrees to be fully responsible for any and all damages to existing utilities. 4.See landscaping plan for location of irrigation sleeves. Contractor to verify and coordinate irrigation sleeve locations and sizes with irrigation designer prior to installation of curb, gutter , paving and sidewalks. 5.All buildings are to be built according to the IBC current edition with individual water and sewer services. See architectural plans for all building details. 6.Dumpster area is to enclosed. If gated owner will be required to open doors for sanitation dept. Minimum 8' x 8' interior. 7.Within five (5) working days after the completion of work, the contractor shall submit a set of as-built plans to HLE, Inc. DEPARTMENT OF ENVIRONMENTAL QUALITY VALERIE GREEAR (208) 373-0550 VALERIE.GREEAR@DEQ.IDAHO.GOV LUMEN BRADLEY MCNEW (208) 646-3599 BRADLEY.MCNEW@LUMEN.COM INTERMOUNTIAN GAS COMPANY (800)548-3679 CUSTOMERSERVICE@INTGAS.COM MERIDIAN WATER & SEWER CONTACT MELANY HOYT SPARKLIGHT (208) 455-5548 2101 E KARCHER RD NAMPA, ID 83687 TERENCE.ALSUP@SPARKLIGHT.BIZ MERIDIAN PUBLIC WORKS MELANY HOYT (208) 898-5500 MHOYT@MERIDIANCITY.ORG TESTING & INSPECTION HLE JARED GERDES (208) 524-0212 JAREDG@HLEINC.COM IDAHO POWER PARIS DICKERSON (208) 388-2022 PDICKERSON@IDAHOPOWER.COM LANDSCAPE ARCHITECT TERRY KING SYRINGA NETWORKS MIKE STAPLES (208) 860-1093 MSTAPLES@SYRINGANETWORKS.NET GENERAL CONSTRUCTION 1.All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. 2.The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at all times during construction (available on the website). Failure to have access to a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3.The Contractor shall have plans stamped “Approved for Construction” by the City of Meridian on site at all times. 4.All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of work. 5.Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6.Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water valves. 7.All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 8.Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. 9.Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 10.Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from the City Engineer. WATER 1.Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2.The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3.The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4.Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). 5.The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the contractor shall coordinate with the Public Works Inspector. SEWER 1.Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2.The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3.The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4.Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line crosses a storm water treatment facility (i.e., seepage beds, drainage swales). ROADWAY 1.All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2.ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. PRESSURIZED IRRIGATION 1.The pressurized irrigation system must be built to the standards of the irrigation district in which it is being constructed. 2.Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. DRAINAGE For Commercial Subdivisions or Commercial projects with Public Mains that have on-site drainage. 1.For any drainage facilities within a public Right of Way, ACHD or ITD shall be responsible for inspection. For any private drainage facilities the project engineer or architect shall be responsible for inspection and certification of drainage facilities; however any roof drainage and piping to the drainage facilities will be inspected by the Meridian plumbing official under the appropriate permit. CLASS “A” MUNICIPAL WASTEWATER RECLAMATION AND REUSE For Commercial Subdivisions or Commercial projects that have Public Reuse Main or Services. 1.Construction of the Class A effluent distribution system shall conform to the standards in the Idaho Recycled Water Rules (IDAPA 58.01.17), Wastewater Rules (IDAPA 58.01.16), Recommended Standards for Wastewater Facilities - Great Lakes - Upper Mississippi River Board of Sanitary Engineers (10 States Standards), AWWA manual M24 - Chapter 24 as well as the standards and specifications referred to in General Construction Note No. 1. 2.The horizontal separation of Class A effluent distribution mains and potable water mains shall be a minimum of ten (10) feet in accordance with IDAPA 58.01.08, “Idaho Rules for Public Drinking Water Systems,” Subsection 542.07. Where it is necessary for a Class A effluent distribution main and potable water main to cross, a minimum of eighteen (18) inches of vertical separation shall be maintained and the Class A effluent distribution main shall be encased in a continuous pipe sleeve to a distance on each side of the crossing equal to ten (10) feet. Class A effluent distribution mains installed parallel to non-potable water mains (sanitary sewer, storm drain and irrigation) shall be installed at least five (5)feet horizontally from the non-potable main if the non-potable main is located above the Class A effluent main and three (3) feet horizontally from the non-potable main if the non- potable main is located below the Class A effluent main 3.The horizontal separation of Class A effluent distribution services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a Class A effluent distribution service and a potable water main to cross a minimum of eighteen (18) inches of vertical separation shall be maintained, and the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4.Label all irrigation risers and faucets with durable tags carrying the warning CAUTION: RECYCLED WATER - DO NOT DRINK, in both English and Spanish. 5.An approved backflow preventer is required if recycled water system is connected to the potable water system. The device must be approved by the Idaho Department of Environmental Quality (DEQ), the City of Meridian Water Department, and listed in the most current version of the List of Approved Backflow Prevention Assemblies Published by the Foundation for Cross-Connection Control and Hydraulic Research, University of Southern California (USC). 6.The Public Works Department shall inspect all recycled water distribution mains and/or services. Forty-eight (48) hours advance notice is required. City of Meridian Standard Notes Residential and Commercial STREET LIGHTING 1.All street light construction shall be done in accordance with the current version of the ISPWC, the Meridian Supplemental Specifications to the ISPWC, and the National Electric Code. 2.A street lighting electrical permit shall be opened prior to starting work. Use the online Citizen Portal at https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit and request inspections. 3.Installation will require inspections for the concrete base reinforcing, bedding, backfill, and for the pole and associated wiring. 4.Street light bases shall be located 10' min. from trees, 5' min. from fire hydrants and 2' min. from water meters. 5.Keep accurate notes of conduit, junction box locations. Attach a redlined as built drawing of this plan sheet to the street lighting electrical permit, or submit a hard copy to the Meridian Public Works Department prior to requesting final inspection. 6.Contact the City Transportation and Utility Coordinator (208) 898-5500 for questions regarding Utility Conflicts, or to access locked meter pedestals. 1. Quality control testing must be performed to ensure that all construction methods and materials are in accordance with ISPWC standards. 2. The testing also aids the Project Engineer and appropriate governing body (i.e. city, county, etc.) in the process of certification and final acceptance of the development. 3. Completion of this form will signify the preliminary acceptance by the Project Engineer and recommendation of the proposed development for final approval.. Ultimately, final approval is at the discretion of the governing body of the proposed development (i.e. city, county, etc.) 4. Failure to perform required testing and/or to receive initialization from Project Engineer will result in non acceptance of the the development. 5. Contractor assumes responsibility to contact Project Engineer 24 hours prior to required testing. Should scheduling conflicts arise due to failure to provide sufficient notice, said Contractor must reschedule as his/her own cost. NOTES: ROADWAY TESTING 1. Approval of clearing and grubbing of native material. Certify removal of all organics. 2. Approval of sub-grade materials. Scarify and compact sub- grade to meet compaction requirements per governing specifications (i.e. contract, Geotech report, ISPWC, etc.) 3. Approval of sub-base materials (pit run). Lift placement not to exceed 8". Provide sufficient compaction to meet requirement per governing specifications (i.e. contract, Geotech report, ISPWC, etc.) 4. Approval of aggregate base materials (3/4" crush). Lift placement not to exceed 8". Provide sufficient compaction to meet requirements per governing specifications (i.e. contract, Geotech report, ISPWC, etc.) 5. Apply asphalt tack coat on contact surfaces of transverse and cold longitudinal joints. 6. Approval of asphalt placement. Asphalt mat must meet min. thickness requirements after compaction. Provide sufficient compaction to meet requirements per governing specifications (i.e. contract, Geotech report, ISPWC, etc.) HLE INSPECTOR/ DATEFREQUENCY CITY INSPECTOR/ DATE CONCRETE TESTING 1. Approval of aggregate base, compaction, and rebar placement prior to pouring of concrete. 2. Use of expansion joints/material in sidewalks, slabs, and other items as required per ISPWC Section 703. 3. Provide proper surfacing, edging, and finish work as described by ISPWC Sections 703 and 705. 4. Concrete testing for slump, air entrainment, and compressive strength shall be performed for each concrete structure (i.e. curb, sidewalk, slabs, footings, walls, etc.). Testing required every 100 cu. yd. and/or individual calendar day per ISPWC Section 703. HLE INSPECTOR/ DATEFREQUENCY CITY INSPECTOR/ DATE CITY INSPECTOR/ DATE CITY INSPECTOR/ DATE SEWER SYSTEM TESTING 1. Approval of sewerline bedding material and placement per ISPWC Section 305. 2. Inspect pipe to verify that type, class, and thickness are uniform as per plans. 3. Approval of sewerline placement and verification of 18" seperation from all potable waterlines. 4. Provide proper compaction of sewerline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306. 5. Provide proper compaction of sewer service lines. Meet compaction requirements established in ISPWC Section 306. 6. Provide proper compaction around all manholes. Meet compaction requirements established in ISPWC Section 306. 7. Mark all sewer service stubs with a painted 2"x4". 8. Perform low pressure air testing per ISPWC Section 501 in presence of Project Engineer. 9. Perform deflection testing by use of a test mandrel per ISPWC Section 501. 10. Prior to placement of asphalt, sewerline must undergo closed circuit television inspection (CCTV) per ISPWC Section 501. 11. Properly place non-shrink grouting around all piping and/or other voids in manholes per ISPWC Section 502. 12. Provide concrete collars around all manholes. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-508. 13. Clean out all manholes and flush sewer lines to provide a debris free sewer system. WATER SYSTEM TESTING 1. Approval of waterline bedding material and placement per ISPWC Section 305. 2. Inspection of continuity connection and all cadwelds. 3. Inspect pipe to verify that type, class, and thickness are uniform as per plans. 4. Thrust blocking provided in all required locations per ISPWC Section 401 and in accordance with Standard Drawing SD-403. 5. Approval of fire hydrant installation and elevation. Conform to ISPWC Section 403 and Standard Drawing SD-404. 6. Inspect installation of service lines, meter boxes, and curb stops. Conform to ISPWC Section 404. 7. Approval of waterline placement, prior to backfill. 8. Perform hydrostatic pressure testing per ISPWC Section 401 in presence of Project Engineer. 9. Provide waterline flushing and disinfection per ISPWC Section 401 and allow Engineer to obtain chlorine sample for testing. 10. Test for coliform bacteria per ISPWC Section 401. 11. Provide proper compaction of waterline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306. 12. Provide proper compaction of water service lines. Meet compaction requirements established in ISPWC Section 306. 13. Provide proper compaction around water valves. Meet compaction requirements established in ISPWC Section 306. 14. Mark all water service stubs with painted 2"x4" board. 15. Provide concrete collars around all water valves. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-406. FREQUENCY HLE INSPECTOR/ DATE FREQUENCY HLE INSPECTOR/ DATE STORM SYSTEM TESTING 1. Approval of stormline bedding material and placement per ISPWC Section 305. 2. Inspect pipe to verify that type, class, and thickness are uniform as per plans. 3. Approval of stormline placement and verification of 18" seperation from all potable waterlines. 4. Provide proper compaction of stormline trench. Test compaction of lifts every 1.5 feet. Meet compaction requirements established in ISPWC Section 306. 5. Provide proper compaction around all storm drains and manholes. Meet compaction requirement established in ISPWC Section 306. 6. Properly place non-shrink grouting around all piping and/or other voids in catch basins and manholes per ISPWC Section 502. 7. Provide concrete collars around all manholes. Concrete collars shall contain rebar reinforcement and conform to ISPWC Standard Drawing SD-508. 8. Clean out all manholes and flush storm lines to provide a debris free stormwater system. HLE INSPECTOR/ DATEFREQUENCY CITY INSPECTOR/ DATE XX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C2 TESTING 12 4 2 9 2 11 12 2 7 7 9 12 12 2 11 12 7.20' EV EV EV EV EV EV 8 4 4 4 10 12 XXE FR E E W A Y D RI V EPROPOSED BUILDINGAREA: 54167 SFFINISH FLOOR: 2641.94BUILDING TYPE: VBZONING = C-G PARCEL 2 AREA = 3.1 ac (135,122 FT²) BLDG AREA(COVERAGE) = 13,632 FT² FF ELEV = 2641.94 PROP BLDG = 1 (SEE ARCHITECTURAL PLANS FOR DETAILS) SITE INFORMATION STORM WATER INFO RETENTION REQUIRED = 19323 CF RETENTION PROVIDED = 22171 CF PARKING INFORMATION PARKING REQUIRED = 108 STALLS (5 ADA) 1 PER EVERY 500 sf PARKING PROVIDED = 166 (6 ADA) 42 EXST 9X19 STALLS 118 PROPOSED 9X19 STALLS 1 PROP 8'X19' VAN ADA STALL 4 PROP 8'X19' ADA STALLS 1 PROP 8'X19 EV ADA STALL LANDSCAPE INFO INSTALL LANDSCAPING PER CITY OF MERIDIAN ZONING CODE AND STANDARDS. SEE LANDSCAPE PLAN FOR DETAILS. XX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C3 CIVIL SITE PLAN GENERAL LAYOUT 2 7 9 12 12 2 11 12 8 4 10 2 2 2 2 2 2 2 5 5 5 8 8 8 8 8 8 8 8 8 8 8 7 7 7 9 10 14 14 14 14 14 14 14 14 14 15 12 12 12 17 SITE NOTES: INSTALL PARKING LOT PAINT PER CURRENT MUTCD STANDARDS INSTALL 9'X20' STANDARD PARKING STALL TYP. INSTALL 9'X20' STANDARD ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS. INSTALL 9'X20' VAN ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS. INSTALL LIGHT FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER GEOTECHNICAL REPORT AND DETAIL ON DETAILS SHEET. INSTALL HEAVY FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER GEOTECHNICAL REPORT AND DETAIL ON DETAIL SHEET. INSTALL 24" CATCH CURB AND GUTTER PER ISPWC STD DWG SD-701 INSTALL 24" LIP DOWN CURB AND GUTTER PER DETAIL SHEET INSTALL 3' VALLEY GUTTER PER DETAIL ON DETAIL SHEET. INSTALL 4" THICK FLUSH SIDEWALK PER ISPWC STD. DWG. SD-709 INSTALL PEDESTRIAN RAMP PER ISPWC STD DWG SD-712G 5' TRANSITION FROM CATCH CURB TO LIP DOWN CURB STAMP CONCRETE PER ARCHITECTURAL DETAILS INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. INSTALL DUMPSTER ENCLOSURE. OWNER TO ENSURE DUMPSTER ENCLOSURE DOORS ARE OPEN ON PICK-UP DAY. INSTALL FIRE LANE NO PARKING SIGN. CURB SHALL BE PAINTED RED BETWEEN ALL FIRE LANE SIGNS. INSTALL SOIL RETAINING WALL PER DETAIL ON DETAIL SHEET. INSTALL ADA RAMP TYPE C PER ISPWC STD DWG SD-712C TERMINATE CURB BY RAMPING CURB PAN UP TO ELEVATION OF TOP OF CURB FOR 10 FEET. SEE DETAIL ON DETAIL SHEET. 3 2 9 5 6 8 1 4 7 12 13 10 11 14 15 16 17 19 20 21 18 XX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C4 CIVIL GENERAL LAYOUT (NORTH HALF) 12 4 2 9 2 11 12 2 7 9 EV EV EV EV EV EV E FR E E W A Y D RI V EPROPOSED BUILDINGAREA: 54167 SFFINISH FLOOR: 2641.94BUILDING TYPE: VB2 2 8 8 8 8 8 7 10 14 14 14 15 12 12 17 17 17 3 3 3 3 3 4 5 5 5 5 7 7 7 7 7 10 10 10 10 10 10 18 18 18 18 13 13 13 19 19 SITE NOTES: INSTALL PARKING LOT PAINT PER CURRENT MUTCD STANDARDS INSTALL 9'X20' STANDARD PARKING STALL TYP. INSTALL 9'X20' STANDARD ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS. INSTALL 9'X20' VAN ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS. INSTALL LIGHT FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER GEOTECHNICAL REPORT AND DETAIL ON DETAILS SHEET. INSTALL HEAVY FLEXIBLE PAVEMENT BALLAST TYPICAL SECTION PER GEOTECHNICAL REPORT AND DETAIL ON DETAIL SHEET. INSTALL 24" CATCH CURB AND GUTTER PER ISPWC STD DWG SD-701 INSTALL 24" LIP DOWN CURB AND GUTTER PER DETAIL SHEET INSTALL 3' VALLEY GUTTER PER DETAIL ON DETAIL SHEET. INSTALL 4" THICK FLUSH SIDEWALK PER ISPWC STD. DWG. SD-709 INSTALL PEDESTRIAN RAMP PER ISPWC STD DWG SD-712G 5' TRANSITION FROM CATCH CURB TO LIP DOWN CURB STAMP CONCRETE PER ARCHITECTURAL DETAILS INSTALL LANDSCAPE PER CITY OF MERIDIAN LANDSCAPE REQUIREMENTS. SEE LANDSCAPE PLAN FOR DETAILS. INSTALL DUMPSTER ENCLOSURE. OWNER TO ENSURE DUMPSTER ENCLOSURE DOORS ARE OPEN ON PICK-UP DAY. INSTALL FIRE LANE NO PARKING SIGN. CURB SHALL BE PAINTED RED BETWEEN ALL FIRE LANE SIGNS. INSTALL SOIL RETAINING WALL PER DETAIL ON DETAIL SHEET. INSTALL ADA RAMP TYPE C PER ISPWC STD DWG SD-712C TERMINATE CURB BY RAMPING CURB PAN UP TO ELEVATION OF TOP OF CURB FOR 10 FEET. SEE DETAIL ON DETAIL SHEET. 3 2 9 5 6 8 1 4 7 12 13 10 11 14 15 16 17 19 20 21 18 XX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho C5 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL GENERAL LAYOUT (SOUTH HALF) CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 -GLJ BLJ SCALE: 1/8" = 1'-0"A100 3 PATIO PLAN IHG Response 2/9/21 12 4 2 9 2 11 12 2 7 7 9 12 12 2 11 12 7.20' EV EV EV EV EV EV 8 4 4 4 10 12 XXXXXE FR E E W A Y D RI V EPROPOSED BUILDINGAREA: 54167 SFFINISH FLOOR: 2641.94BUILDING TYPE: VB100-1 100-2 400-2 500-5 400-3 400-3 400-1 400-7 100-3 500-2 500-2 500-3 600-5 600-1 600-1 600-1 600-1 400-8 600-4 600-6 600-6 600-6 600-6 600-2 600-2 500-5 500-5 600-3 600-3 600-3 600-3 600-3 600-3 600-3 600-1 600-1 600-1 500-1 2 6" SANITARY SEWER INVERTS: 2637.61 4" ROOF DRAIN INV 2638.61 4" ROOF DRAIN INV: 2638.28 4" ROOF DRAIN INV: 2638.69 4" ROOF DRAIN IN:2638.81 4" ROOF DRAIN INV:2638.44 4" ROOF DRAIN INV:2638.81 4" ROOF DRAIN INV: 2638.81 4" ROOF DRAIN INV:2637.11 92' OF 4" ROOF @ 2% SLOPE 62' OF 6" ROOF @ 2% SLOPE 22' OF 4" ROOF @ 2% SLOPE 12' OF 4" ROOF @ 2% SLOPE 69' OF 6" ROOF @ 2% SLOPE 58' OF 4" ROOF @ 2% SLOPE 38' OF 4" ROOF @ 2% SLOPE 42' OF 6" ROOF @ 2% SLOPE 48' OF 4" ROOF @ 2% SLOPE 600-7 600-7 600-7 600-7 600-7 600-7 600-7 STORM CB 1 RIM:2638.60 12" NE INV OUT:2635.10 STORM CB 2 RIM:2639.32 12" SW INV IN:2634.95 6" NW INV IN:2635.73 12" NE INV OUT:2634.85 STORM Tech A-1 RIM:2639.95 12" SW INV IN:2634.80 STORM TECH A-2 RIM:2641.59 12" NW INV IN:2636.72 STORM CB 3 RIM:2641.03 6" SW INV IN:2637.36 12" SE INV OUT:2636.86 STORM MH 5 RIM:2639.36 12" E INV IN:2636.19 6" W INV IN:2636.69 12" NW INV OUT:2636.07 STORM TECH B RIM:2639.77 12" SE INV IN:2636.05 STORM MH 4 RIM:2639.01 12" W INV OUT:2636.23 STORM MH 6 RIM:2640.14 4" SW INV IN:2637.31 12" N INV OUT:2636.64 STORM MH 7 RIM:2641.08 12" S INV IN:2636.55 12" NE INV OUT:2636.47 STORM TECH C RIM:2641.24 12" SW INV IN:2636.46 STORM MH 8 RIM:2645.30 12" SE INV OUT:2641.80 STORM TECH D RIM:2645.67 12" NW INV IN:2641.74 Install 66' of 12" ADS N-12. Storm Pipe @ 0.22% Install 24' of 12" ADS N-12. Storm Pipe @ 0.22% Install 35' of 12" ADS N-12. Storm Pipe @ 0.40% Install 19' of 12" ADS N-12. Storm Pipe @ 0.22% Install 9' of 12" ADS N-12. Storm Pipe @ 0.22% Install 42' of 12" ADS N-12. Storm Pipe @ 0.22% Install 5' of 12" ADS N-12. Storm Pipe @ 0.22% Install 26' of 12" ADS N-12. Storm Pipe @ 0.22% 400-4 UTILITY NOTES: RETAIN AND PROTECT EXISTING UTILITY INSTALL ELECTRICAL INFRASTRUCTURE. COORDINATE WITH IDAHO POWER. SEE ELECTRICAL DWGS. AND CONTRACTOR MAP FOR DETAILS CONNECT TO EXISTING GAS LINE AND INSTALL 4" GAS SERVICE LINE AND METER (PROTECT WITH BOLLARDS). COORDINATE WITH INTERMOUNTAIN GAS. SEE MECHANICAL DWGS. FOR CONTINUATION. MAINTAIN 18" VERTICAL SEPARATION AND 10' HORIZONTAL SEPARATION BETWEEN SEWER AND POTABLE WATER SERVICES INSTALL 4" WATER SERVICE LINE WITH COMMERCIAL INTERNAL METER SETTER PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION STD DWG W5. MAINTAIN 5' MIN COVER. INSTALL 8" WATER MAIN MAINTAIN 6' MIN COVER INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATION STD DWG W8. LANDSCAPE SPRINKLER SYSTEM POINT OF CONNECTION AND BACK FLOW PREVENTOR. SEE LANDSCAPE DRAWING FOR DETAILS. INSTALL 4" GATE VALVE WITH TRAFFIC RATED COVER INSTALL 8" GATE VALVE WITH TRAFFIC RATED COVER INSTALL 6" FIRE LINE BUILDING FDC LOCATION INSTALL 6" SANITARY SEWER SERVICE LINE AT 1% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION. SEWER MAIN CONNECTION TO MEET CITY OF MERIDIAN STANDARD INSTALL SANITARY SEWER MAN HOLE PER ISPWC STD. DWG. IF-501 SEE SEWER MAIN PLAN AND PROFILE SHEET. INSTALL TRAFFIC RATED CLEANOUT PER ISPWC SD-506A INSTALL CLEANOUT PER ARCHITECTURAL PLUMING PLAN INSTALL 8" SANITARY SEWER PIPE AT 0.40% MIN SLOPE INSTALL 12" STORM PIPE AT 0.28% MIN SLOPE INSTALL AREA STYLE CATCH BASIN TYPE 3 PER ISPWC STD. DWG. SD-603. WITH A TYPE 1 GRATE PER ISPWC STD. DWG SD-609. INSTALL TYPE 1 CATCH BASIN PER ISPWC SD-601 INSTALL 4" PVC ROOF DRAIN AT 2% MIN SLOPE INSTALL 6" PVC ROOF DRAIN TRUNK LINE AT 1% MIN SLOPE INSTALL STORM TECH SYSTEM SEE STORM TECH DETAIL SHEETS FOR DETAILS INSTALL CLEAN OUT PER ARCHITECTURAL PLUMBING PLAN 100-1 400-1 500-1 500-2 100-2 100-3 600-1 600-2 600-4 400-2 100-4 600-3 400-3 400-4 400-5 500-3 600-5 600-6 400-6 400-7 500-4 400-8 500-5 600-7 12 4 2 9 2 11 12 2 7 7 9 12 12 2 11 12 7.20' EV EV EV EV EV EV 8 4 410 XXXX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C6 CIVIL UTILITY SHEET STORM AREA -A STORM AREA -B STORM AREA - C STORM AREA - D 7.20'XXXXXXXXXX 2642.77 TBC-PI 2642.77 TBC-PI 2644.45 TBC-PI 2644.65 TBC-PI 2645.32 TBC-PI 2643.19 TBC-PI 2641.51 TBC-PI 2641.93 TBC-PI 2641.93 TBC-PI 2641.68 TBC-PI 2641.79 TBC-PI 2640.96 TBC-PI 2641.83 TBC-PI 2641.74 TBC-PI 2641.74 TBC-PI 2641.74 TBC-PI 2645.73 TBC-PI 2646.27 TBC-PI 2648.70 TBC-PI-MATCH 2649.54 TBC-PI 2649.53 TBC-PI 2649.46 TBC-PI 2648.27 TBC-PI 2645.66 TBC-PI 2644.84 TBC-PI 2649.52 TBC-PI-MATCH 2641.78 TBC-PI 2641.77 TBC-PI 2641.77 TBC-PI 2641.80 TBC-TSW-PI 2641.64 TBC-TSW-PI 2641.64 TBC-PI 2641.51 TBC-PC 2641.52 TBC-PC 2641.69 TBC-PC 2641.59 TBC-PC 2642.45 TBC-PC 2642.45 TBC-PC 2641.64 TBC-PC 2641.75 TBC-PC 2641.89 TBC-PC 2641.79 TBC-PC 2643.97 TBC-PC 2644.17 TBC-PC 2644.83 TBC-PC 2644.71 TBC-PC 2644.79 TBC-PC 2644.86 TBC-PC 2644.53 TBC-PC 2644.47 TBC-PC 2644.60 TBC-PC 2647.94 TBC-PC 2647.89 TBC-PC 2648.82 TBC-PC 2649.96 TBC-PC 2650.07 TBC-PC 2650.06 TBC-PC 2649.97 TBC-PC 2647.33 TBC-PC 2646.48 TBC-PC 2646.38 TBC-PC 2645.59 TBC-PC 2645.69 TBC-PC 2645.41 TBC-PC 2643.72 TBC-PC 2643.69 TBC-PC 2641.64 TBC-PC 2641.64 TBC-PC 2641.53 TBC-TSW-PC 2641.48 TBC-TSW-PC 2641.40 TSW-PI 2641.19 TSW-PI 2641.89 TSW-PI 2641.94 TSW-PI 2641.94 TSW-PI 2641.89 TSW-PI 2641.85 TSW-PI 2641.76 TSW-PI 2641.67 TSW-PI 2641.79 TSW-PI 2641.62 TSW-PI 2641.64 TSW-PI 2645.83 TBC-PI 2643.19 TBC-PI 2645.42 TBC-PI 2641.56 TBC-LP 2645.74 TBC-LP 2640.14 RIM 2645.00 TOA-PI 2645.62 TOA-PI -0 .50% -1 .54%-3.57%-3.88%-2.5 2 % -3.44 % -1 .57%-3.56%-3.89%-2.86%-0.52%-3.04% -2. 4 9 % -1 .56%-2.13% -1.93%-4.41%-1 .25% 2647 26412641 2 6 4 3 2 6 4 4 2 6 4 2 26 4 4 2645 264826472649265026422641264026392638263626352634XX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C7 CIVIL GRADING PLAN (NORTH HALF) EV EV EV EV EV EV E FR E E W A Y D RI V EPROPOSED BUILDINGAREA: 54167 SFFINISH FLOOR: 2641.94BUILDING TYPE: VB 2639.77 TBC-PC 2639.07 TBC-PI 2639.18 TBC-PI 2639.35 TBC-PC 2639.48 TBC-PC 2639.34 TBC-PC-TSW 2638.12 TSW-MATCH 2639.47 TBC-PC 2639.71 TBC-PI 2639.67 TBC-PC 2639.82 TBC-PI 2640.34 TBC-PI 2640.28 TBC-PI 2640.11 TBC-PI 2641.80 TBC-TSW-PI 2644.77 TBC-PI 2641.44 TBC-PI 2641.44 TBC-PI 2640.96 TBC-PI 2641.83 TBC-PI 2641.74 TBC-PI 2641.74 TBC-PI 2641.74 TBC-PI 2642.96 TBC-PI 2645.30 TBC-PI-MATCH 2639.04 TBC-PI-MATCH 2641.80 TBC-TSW-PI 2641.36 TBC-TSW-PI 2641.43 TBC-TSW-PI 2641.96 TBC-TSW-PI 2641.80 TBC-TSW-PI 2641.80 TBC-TSW-PI 2639.73 TBC-PI 2639.72 TBC-PI 2639.73 TBC-PI 2641.99 TBC-PI 2641.89 TBC-PI 2641.89 TBC-PI 2641.78 TBC-PI 2641.77 TBC-PI 2641.77 TBC-PI 2641.80 TBC-TSW-PI 2645.13 TBC-TSW-PI 2641.64 TBC-TSW-PI 2641.64 TBC-PI 2643.69 TBC-TSW-PI 2640.24 TBC-TSW-PI 2639.26 TBC-TSW-PI 2641.36 TBC-TSW-PI 2641.18 TBC-TSW-PI 2641.80 TBC-TSW-PI 2639.65 TBC-TSW-PI 2639.65 TBC-TSW-PI 2640.87 TBC-PC 2640.87 TBC-PC 2641.04 TBC-PC 2641.08 TBC-PC 2640.97 TBC-PC 2641.55 TBC-PC 2641.50 TBC-PC 2641.13 TBC-PC 2641.36 TBC-PC 2642.22 TBC-PC 2642.50 TBC-PC 2642.56 TBC-PC 2642.57 TBC-PC 2642.40 TBC-PC 2640.02 TBC-PC 2643.31 TBC-PC 2643.75 TBC-PC 2644.71 TBC-PC 2644.51 TBC-PC 2641.12 TBC-PC 2641.12 TBC-PC 2639.78 TBC-PC 2639.98 TBC-PC 2639.75 TBC-PC 2641.51 TBC-PC 2641.52 TBC-PC 2641.69 TBC-PC 2641.59 TBC-PC 2642.45 TBC-PC 2641.63 TBC-PC 2641.50 TBC-PC 2641.90 TBC-PC 2641.77 TBC-PC 2641.38 TBC-TSW-PC 2641.21 TBC-TSW-PC 2641.42 TBC-TSW-PC 2641.52 TBC-TSW-PC 2640.01 TBC-TSW-PC 2643.15 TBC-TSW-PC 2645.16 TBC-TSW-PC 2645.11 TBC-TSW-PC 2641.40 TBC-TSW-PC 2641.52 TBC-TSW-PC 2640.18 TBC-TSW-PC 2639.80 TBC-TSW-PC 2641.53 TBC-TSW-PC 2641.48 TBC-TSW-PC 2639.26 TSW-PI 2638.70 TSW-PI 2639.27 TSW-PI 2639.21 TSW-PI 2640.00 TSW-PI 2639.97 TSW-PI 2640.06 TSW-PI 2642.34 TSW-PC 2643.25 TSW-PI 2645.19 TSW-TOA-PI 2645.40 TSW-PI-MATCH 2645.25 TSW-TOA-PI 2645.40 TSW-TOA-PI 2643.15 TSW-PI 2643.06 TSW-PI 2641.44 TSW-PI 2641.70 TSW-PI 2639.65 TSW-PI 2641.72 TSW-PI 2641.84 TSW-PI 2641.82 TSW-PI 2641.54 TSW-PI 2641.84 TSW-PI 2641.87 TSW-PI 2641.82 TSW-PI 2641.84 TSW-PI 2641.64 TSW-PI 2641.94 TSW-PI 2641.94 TSW-PI 2641.01 TSW-PI 2640.63 TSW-PI 2641.19 TSW-PI 2641.46 TSW-PI 2641.83 TSW-PI 2641.73 TSW-PI 2641.94 TSW-PI 2641.94 TSW-PI 2641.94 TSW-PI 2641.71 TSW-PI 2641.94 TSW-PI 2641.81 TSW-PI 2641.40 TSW-PI 2641.19 TSW-PI 2641.89 TSW-PI 2641.94 TSW-PI 2641.94 TSW-PI 2641.89 TSW-PI 2641.85 TSW-PI 2641.76 TSW-PI 2641.67 TSW-PI 2641.79 TSW-PI 2641.62 TSW-PI 2641.64 TSW-PI 2639.79 TSW-PC 2640.21 TSW-PC 2641.86 TSW-PC 2641.84 TSW-PC 2641.45 TSW-PC 2641.44 TSW-PC 2641.94 TSW-PI 2641.94 TSW-PI 2639.12 TBC-LP 2639.78 TBC-LP 2641.55 TBC-LP 2639.51 TBC-LP 2639.80 TBC-LP 2640.14 RIM -0 .50% -1 .54%-3.57%-3.44 %-3.47%-1.38 % -2 .39%-1.69 %-3.25 % -2 .95% -4.51%-0.06%-1.93% -2.00%-4.41%-4.56 % -0 .60% -4 .01%-3.52%-0.51% -3 .08% -1 .25%26412640264326442642264126 4 0 26412641 2 6 3 9 2640264126422643264426452647 26412641 XX LEGEND EXST / PROP FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STRM MANHOLE SAN SWR MANHOLE POWER POLE LIGHT POLE PROPERTY LINE EASEMENT LINE STREET RIGHT-OF-WAY SAW CUT LINE RD CENTER LINE FENCE LINE CROSS ACCESS EASEMENT WATER LINE WATER SERVICE STRM SWR LINE SAN SWR LINE SAN SWR SERVICE OVERHEAD POWER UNDRGRND POWER COMMUNICATION LINE GAS LINE CONTOURS DEMO GRADE BREAK BUILDING LANDSCAPING CONCRETE ASPHALT GRAVEL OPEN WATER ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho C8 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL GRADING PLAN (SOUTH HALF) CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 -GLJ BLJ IHG Response 2/9/21 0+001+002+00400-1400-2400-2400-5400-6400-7FUTURE FLANGE ELE:2635.52612.00261626202624262826320+002630.32630.28 1+002630.2 2630.22 1+502630.3 2630.25 Install 109' of 8" ASTM D-3034 San. Pipe @ 1.00%Install 31' of 8" ASTM D-3034 San. Pipe @ 1.00%San. MH #1Rim:2631.67N 12" INV IN:2613.63E 8" INV IN:2613.96S 12" INV OUT:2613.63San. MH #2Rim:2630.53NE 8" INV IN:2615.15W 8" INV OUT:2615.05FUTURE 23' of 8" C900 PVC WaterlineFUTURE 76' of 8" C900 PVC WaterlineFUTURE 10' of 8" C900 PVC WaterlineFUTURE 4' of 8" C900 PVC WaterlineINSTALL 8" 200 PSI C111/C500GATE VALVECONNECT TO NEW WATER LINE NOT YET INSTALLEDFuture 8 In X 8 In X 6 In TeeFuture 8 In X 8 In 45° ElbowPLAN & PROFILE NOTES:MINIMUM 18" VERTICAL CLEARANCE AT WATERLINE CROSSINGINSTALL FIRE HYDRANT ASSEMBLY PER MERIDIANSTD. DWG. 600-2INSTALL 8" 22.5° ELBOWINSTALL 8" 45° ELBOWINSTALL 8" 90° ELBOWINSTALL 8" WATER VALVEINSTALL 8"X8"X6" TEEINSTALL 6" VALVEINSTALL 6" C900 WATER MAIN WITH 6' MIN COVERINSTALL 8" C900 WATER MAIN WITH 6' MIN COVERINSTALL SEWER MANHOLE PER ISPWC STD DWGSD - 501INSTALL 8" PVC SEWER MAIN100-1400-1400-2400-3400-4400-5400-6400-7400-8500-1500-2400-9ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTIONXXLEGENDEXST / PROPFIRE HYDRANT WATER VALVEWATER METER CATCH BASINSTRM MANHOLE SAN SWR MANHOLEPOWER POLE LIGHT POLEPROPERTY LINE EASEMENT LINESTREET RIGHT-OF-WAY SAW CUT LINERD CENTER LINE FENCE LINECROSS ACCESS EASEMENT WATER LINEWATER SERVICE STRM SWR LINESAN SWR LINE SAN SWR SERVICEOVERHEAD POWER UNDRGRND POWERCOMMUNICATION LINE GAS LINECONTOURS DEMOGRADE BREAK BUILDINGLANDSCAPING CONCRETEASPHALT GRAVELOPEN WATERC9CIVIL PLAN AND PROFILE0+00 - 1+50 1+002+003+004+005+00 400-2400-2400-4400-5400-7400-1FUTURE FLANGE ELE:2635.52614.00261626202624262826321+502630.32630.252+002631.02631.032630.22630.17 3+002630.3 2630.30 2630.1 2630.10 4+002630.0 2629.96 4+322630.3 2630.27 Install 264' of 8" ASTM D-3034 San. Pipe @ 1.00%San. MH #3Rim:2631.03N 8" INV IN:2615.56SW 8" INV OUT:2615.46San. MH #4Rim:2630.26E 8" INV IN:2618.30S 8" INV OUT:2618.20FUTURE 270' of 8" C900 PVC WaterlineFuture 8 In X 8 In 90° ElbowFuture 8 In X 8 In 45° ElbowPLAN & PROFILE NOTES:MINIMUM 18" VERTICAL CLEARANCE AT WATERLINE CROSSINGINSTALL FIRE HYDRANT ASSEMBLY PER MERIDIANSTD. DWG. 600-2INSTALL 8" 22.5° ELBOWINSTALL 8" 45° ELBOWINSTALL 8" 90° ELBOWINSTALL 8" WATER VALVEINSTALL 8"X8"X6" TEEINSTALL 6" VALVEINSTALL 6" C900 WATER MAIN WITH 6' MIN COVERINSTALL 8" C900 WATER MAIN WITH 6' MIN COVERINSTALL SEWER MANHOLE PER ISPWC STD DWGSD - 501INSTALL 8" PVC SEWER MAIN100-1400-1400-2400-3400-4400-5400-6400-7400-8500-1500-2400-9ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTIONXXLEGENDEXST / PROPFIRE HYDRANT WATER VALVEWATER METER CATCH BASINSTRM MANHOLE SAN SWR MANHOLEPOWER POLE LIGHT POLEPROPERTY LINE EASEMENT LINESTREET RIGHT-OF-WAY SAW CUT LINERD CENTER LINE FENCE LINECROSS ACCESS EASEMENT WATER LINEWATER SERVICE STRM SWR LINESAN SWR LINE SAN SWR SERVICEOVERHEAD POWER UNDRGRND POWERCOMMUNICATION LINE GAS LINECONTOURS DEMOGRADE BREAK BUILDINGLANDSCAPING CONCRETEASPHALT GRAVELOPEN WATERC10CIVIL PLAN AND PROFILE1+50 - 4+30NSEW 4+00 5+006+007+008+009+0010+0011+00XX 2643.72 2643.69400-4400-2400-2400-2400-5400-7400-12616.002620262426282632263626404+252630.22630.242630.22630.205+002630.32630.262630.62630.566+002630.72630.672631.22631.197+002631.02631.04 2631.1 2631.06 8+002631.4 2631.38 2631.8 2631.82 9+002633.7 2633.73 2638.6 2638.59 10+002639.3 2639.32 2639.2 2639.18 11+002639.5 2639.51 Install 301' of 8" ASTM D-3034 San. Pipe @ 1.00%Install 50' of 8" ASTM D-3034 San. Pipe @ 1.00%Install 292' of 8" ASTM D-3034 San. Pipe @ 2.03%San. MH #5Rim:2630.90SE 8" INV IN:2621.41W 8" INV OUT:2621.31San. MH #6Rim:2631.50E 8" INV IN:2622.01NW 8" INV OUT:2621.91San. MH #7Rim:2638.33SE 8" INV IN:2628.04W 8" INV OUT:2627.94Install 301' of 8" ASTM D-3034 San. Pipe @ 1.00%San. MH #4Rim:2630.26E 8" INV IN:2618.30S 8" INV OUT:2618.20Install 301' of 8" ASTM D-3034 San. Pipe @ 1.00%FUTURE 295' of 8" C900 PVC WaterlineFUTURE 72' of 8" C900 PVC WaterlineFUTURE 49' of 8" C900 PVC WaterlineFUTURE 30' of 8" C900 PVC WaterlineFuture 8 In X 8 In 90° ElbowFuture 8 In X 8 In X 6 In TeeFuture 8 In X 8 In 11° ElbowFuture 8 In X 8 In 23° ElbowFuture 8 In X 8 In 45° ElbowFUTURE 281' of 8" C900 PVC WaterlinePLAN & PROFILE NOTES:MINIMUM 18" VERTICAL CLEARANCE AT WATERLINE CROSSINGINSTALL FIRE HYDRANT ASSEMBLY PER MERIDIANSTD. DWG. 600-2INSTALL 8" 22.5° ELBOWINSTALL 8" 45° ELBOWINSTALL 8" 90° ELBOWINSTALL 8" WATER VALVEINSTALL 8"X8"X6" TEEINSTALL 6" VALVEINSTALL 6" C900 WATER MAIN WITH 6' MIN COVERINSTALL 8" C900 WATER MAIN WITH 6' MIN COVERINSTALL SEWER MANHOLE PER ISPWC STD DWGSD - 501INSTALL 8" PVC SEWER MAIN100-1400-1400-2400-3400-4400-5400-6400-7400-8500-1500-2400-9ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTIONXXLEGENDEXST / PROPFIRE HYDRANT WATER VALVEWATER METER CATCH BASINSTRM MANHOLE SAN SWR MANHOLEPOWER POLE LIGHT POLEPROPERTY LINE EASEMENT LINESTREET RIGHT-OF-WAY SAW CUT LINERD CENTER LINE FENCE LINECROSS ACCESS EASEMENT WATER LINEWATER SERVICE STRM SWR LINESAN SWR LINE SAN SWR SERVICEOVERHEAD POWER UNDRGRND POWERCOMMUNICATION LINE GAS LINECONTOURS DEMOGRADE BREAK BUILDINGLANDSCAPING CONCRETEASPHALT GRAVELOPEN WATERC11CIVIL PLAN AND PROFILE4+25 - 11+00NSEW 12 4 2 11 12 2 7 7 9 12 12 2 111211+0012+0013+0014+0015+0016+0016+26XXXE FREEWAY DR I V EPROPOSED BUILDINGAREA: 54167 SFFINISH FLOOR: 2641.94BUILDING TYPE: VB400-2400-2400-5San. MH #STRUCTURE - (84)Rim:2640.88S 6" INV IN:2637.17S 6" INV IN:2637.17E 8" INV OUT:2637.002624.002628263226362640264426482652265611+002639.52639.512641.22641.2512+002644.12644.062643.92643.87 13+002653.9 2653.90 2653.6 2653.57 14+002655.5 2655.54 2651.2 2651.20 15+002651.5 2651.45 2642.0 2642.04 16+002641.2 2641.16 16+50Install 259' of 8" ASTM D-3034 San. Pipe @ 2.46%San. MH #8Rim:2641.47W 8" INV IN:2634.50NW 8" INV OUT:2634.40Install 5' of 8" C900 PVC WaterlineInstall 299' of 8" C900 PVC WaterlineINSTALL 8"GATE VALVEINSTALL 8"X6"TEE FITTINGInstall 2' of 8" C900 PVC WaterlineINSTALL 8"GATE VALVEINSTALL 8"11.25 DEGREEELBOWINSTALL 8"X6"350 PSI C111/C153 TEEInstall 158' of 8" C900 PVC WaterlinePLAN & PROFILE NOTES:MINIMUM 18" VERTICAL CLEARANCE AT WATERLINE CROSSINGINSTALL FIRE HYDRANT ASSEMBLY PER MERIDIANSTD. DWG. 600-2INSTALL 8" 22.5° ELBOWINSTALL 8" 45° ELBOWINSTALL 8" 90° ELBOWINSTALL 8" WATER VALVEINSTALL 8"X8"X6" TEEINSTALL 6" VALVEINSTALL 6" C900 WATER MAIN WITH 6' MIN COVERINSTALL 8" C900 WATER MAIN WITH 6' MIN COVERINSTALL SEWER MANHOLE PER ISPWC STD DWGSD - 501INSTALL 8" PVC SEWER MAIN100-1400-1400-2400-3400-4400-5400-6400-7400-8500-1500-2400-9ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTIONXXLEGENDEXST / PROPFIRE HYDRANT WATER VALVEWATER METER CATCH BASINSTRM MANHOLE SAN SWR MANHOLEPOWER POLE LIGHT POLEPROPERTY LINE EASEMENT LINESTREET RIGHT-OF-WAY SAW CUT LINERD CENTER LINE FENCE LINECROSS ACCESS EASEMENT WATER LINEWATER SERVICE STRM SWR LINESAN SWR LINE SAN SWR SERVICEOVERHEAD POWER UNDRGRND POWERCOMMUNICATION LINE GAS LINECONTOURS DEMOGRADE BREAK BUILDINGLANDSCAPING CONCRETEASPHALT GRAVELOPEN WATERC12CIVIL PLAN AND PROFILE11+00 - 16+50N S E W FLANGE ELEV:2642.3STUB AND CAP 8" WATER MAINFOR FUTURE CONNECTION. Advanced Drainage Systems, Inc.FOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPSiteASSISTMC-3500 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH MC-3500.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3OR #4.9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLEBACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.©2013 ADS, INC.PROJECT INFORMATIONADS SALES REPPROJECT NO.ENGINEERED PRODUCTMANAGER20-350 AREA AMERIDIAN, IDSEE SHEET S5 FOR PLAN VIEWStormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION45x76 DESIGNATION SS.2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATIONFOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THEEMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THECHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS.BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TOTHE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,345"(1140 mm)18"(450 mm) MIN*8'(2.4 m)MAX12" (300 mm) MIN77" (1950 mm)12" (300 mm) MIN6"(150 mm) MINDEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 9" (230 mm) MINDCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).6" (150 mm) MINPERIMETER STONE(SEE NOTE 4)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)MC-3500END CAPSUBGRADE SOILS(SEE NOTE 3)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)NO COMPACTION REQUIRED.ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA AMERIDIAN, IDSHEETOF35StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR PLUS ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLEMC-3500 ISOLATOR ROW PLUS DETAILNTS24" (600 mm) HDPE ACCESS PIPE REQUIRED USEFACTORY PRE-CORED END CAPPART #: MC3500IEPP24BC OR MC3500IEPP24BWSTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESCOVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILEMC-3500 CHAMBEROPTIONAL INSPECTION PORTMC-3500 END CAPONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)INSTALL FLAMP ON 24" (600 mm) ACCESS PIPEPART #: MC350024RAMP4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA AMERIDIAN, IDSHEETOF45StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemMC-SERIES END CAP INSERTION DETAILNTSNOTE: MANIFOLD STUB MUST BE LAID HORIZONTALFOR A PROPER FIT IN END CAP OPENING.MANIFOLD HEADERMANIFOLD STUBSTORMTECH END CAPMANIFOLD HEADERMANIFOLD STUB12" (300 mm)MIN SEPARATION12" (300 mm) MIN INSERTION12" (300 mm)MIN SEPARATION12" (300 mm)MIN INSERTIONPART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.PART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA AMERIDIAN, IDSHEETOF55ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTIONC13STANDARD DETAILS FORUNDERGROUND RETENTIONAREA A Advanced Drainage Systems, Inc.FOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPSiteASSISTIMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-4500 CHAMBER SYSTEM1.STORMTECH MC-4500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS.7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3OR #4.9.STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVERDIFFER BY MORE THAN 12" (300 mm) BETWEEN ADJACENT CHAMBER ROWS.10.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.11.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGNENGINEER.12.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".2.THE USE OF EQUIPMENT OVER MC-4500 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLEBACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.MC-4500 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH MC-4500.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101.4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.©2013 ADS, INC.PROJECT INFORMATIONADS SALES REPPROJECT NO.ENGINEERED PRODUCTMANAGERStormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x1012.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATIONFOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THEEMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THECHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS.BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TOTHE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,324"(600 mm) MIN*7.0'(2.1 m)MAX12" (300 mm) MIN100" (2540 mm)12" (300 mm) MIN12" (300 mm) MIN9"(230 mm) MINDCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30" (750 mm).60"(1525 mm)DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 9" (230 mm) MINPERIMETER STONE(SEE NOTE 4)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)MC-4500END CAPSUBGRADE SOILS(SEE NOTE 3)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)NO COMPACTION REQUIRED.ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA B COPYMERIDIAN, IDSHEETOF35StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR PLUS ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLEMC-4500 ISOLATOR ROW PLUS DETAILNTSSTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESCOVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILEMC-4500 CHAMBEROPTIONAL INSPECTION PORTMC-4500 END CAP24" (600 mm) HDPE ACCESS PIPE REQUIRED USEFACTORY PRE-CORED END CAPPART #: MC4500REPE24BC OR MC4500REPE24BWONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)INSTALL FLAMP ON 24" (600 mm) ACCESS PIPEPART #: MC450024RAMP4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA B COPYMERIDIAN, IDSHEETOF45StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemMC-SERIES END CAP INSERTION DETAILNTSNOTE: MANIFOLD STUB MUST BE LAID HORIZONTALFOR A PROPER FIT IN END CAP OPENING.MANIFOLD HEADERMANIFOLD STUBSTORMTECH END CAPMANIFOLD HEADERMANIFOLD STUB12" (300 mm)MIN SEPARATION12" (300 mm) MIN INSERTION12" (300 mm)MIN SEPARATION12" (300 mm)MIN INSERTIONMC-4500 TECHNICAL SPECIFICATIONNTSPART #STUBBCMC4500IEPP06T6" (150 mm)42.54" (1081 mm)---MC4500IEPP06B---0.86" (22 mm)MC4500IEPP08T8" (200 mm)40.50" (1029 mm)---MC4500IEPP08B---1.01" (26 mm)MC4500IEPP10T10" (250 mm)38.37" (975 mm)---MC4500IEPP10B---1.33" (34 mm)MC4500IEPP12T12" (300 mm)35.69" (907 mm)---MC4500IEPP12B---1.55" (39 mm)MC4500IEPP15T15" (375 mm)32.72" (831 mm)---MC4500IEPP15B---1.70" (43 mm)MC4500IEPP18T18" (450 mm)29.36" (746 mm)---MC4500IEPP18TWMC4500IEPP18B---1.97" (50 mm)MC4500IEPP18BWMC4500IEPP24T24" (600 mm)23.05" (585 mm)---MC4500IEPP24TWMC4500IEPP24B---2.26" (57 mm)MC4500IEPP24BWMC4500IEPP30BW30" (750 mm)---2.95" (75 mm)MC4500IEPP36BW36" (900 mm)---3.25" (83 mm)MC4500IEPP42BW42" (1050 mm)---3.55" (90 mm)NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm)CHAMBER STORAGE106.5 CUBIC FEET (3.01 m³)MINIMUM INSTALLED STORAGE*162.6 CUBIC FEET (4.60 m³)WEIGHT (NOMINAL)125.0 lbs.(56.7 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)90.0" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm)END CAP STORAGE39.5 CUBIC FEET (1.12 m³)MINIMUM INSTALLED STORAGE*115.3 CUBIC FEET (3.26 m³)WEIGHT (NOMINAL)90 lbs.(40.8 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"CUSTOM PARTIAL CUT INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-4500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.UPPER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENINGRIBVALLEYSTIFFENING RIBBUILD ROW IN THISDIRECTIONLOWER JOINT CORRUGATIONFOOTBC52.0"(1321 mm)48.3"(1227 mm)INSTALLED60.0"(1524 mm)100.0" (2540 mm)90.0" (2286 mm)61.0"(1549 mm)32.8"(833 mm)INSTALLED38.0"(965 mm)4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA B COPYMERIDIAN, IDSHEETOF55ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTION20-350 AREA BMERIDIAN, IDSEE SHEET S5 FOR PLAN VIEWC14STANDARD DETAILS FORUNDERGROUND RETENTIONAREA B Advanced Drainage Systems, Inc.FOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPSiteASSISTMC-3500 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH MC-3500.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3OR #4.9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLEBACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.©2013 ADS, INC.PROJECT INFORMATIONADS SALES REPPROJECT NO.ENGINEERED PRODUCTMANAGERStormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION45x76 DESIGNATION SS.2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATIONFOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THEEMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THECHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS.BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TOTHE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,345"(1140 mm)18"(450 mm) MIN*8'(2.4 m)MAX12" (300 mm) MIN77" (1950 mm)12" (300 mm) MIN6"(150 mm) MINDEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 9" (230 mm) MINDCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).6" (150 mm) MINPERIMETER STONE(SEE NOTE 4)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)MC-3500END CAPSUBGRADE SOILS(SEE NOTE 3)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)NO COMPACTION REQUIRED.ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA CMERIDIAN, IDSHEETOF35StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR PLUS ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLEMC-3500 ISOLATOR ROW PLUS DETAILNTS24" (600 mm) HDPE ACCESS PIPE REQUIRED USEFACTORY PRE-CORED END CAPPART #: MC3500IEPP24BC OR MC3500IEPP24BWSTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESCOVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILEMC-3500 CHAMBEROPTIONAL INSPECTION PORTMC-3500 END CAPONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)INSTALL FLAMP ON 24" (600 mm) ACCESS PIPEPART #: MC350024RAMP4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA CMERIDIAN, IDSHEETOF45StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemMC-SERIES END CAP INSERTION DETAILNTSNOTE: MANIFOLD STUB MUST BE LAID HORIZONTALFOR A PROPER FIT IN END CAP OPENING.MANIFOLD HEADERMANIFOLD STUBSTORMTECH END CAPMANIFOLD HEADERMANIFOLD STUB12" (300 mm)MIN SEPARATION12" (300 mm) MIN INSERTION12" (300 mm)MIN SEPARATION12" (300 mm)MIN INSERTIONPART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.PART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA CMERIDIAN, IDSHEETOF55ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTION20-350 AREA CMERIDIAN, IDSEE SHEET S5 FOR PLAN VIEWC15STANDARD DETAILS FORUNDERGROUND RETENTIONAREA C Advanced Drainage Systems, Inc.FOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPSiteASSISTIMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM1.STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT ANACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECHSTANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.SC-740 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-740.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 2”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.©2013 ADS, INC.PROJECT INFORMATIONADS SALES REPPROJECT NO.ENGINEERED PRODUCTMANAGERStormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOWCOLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'LAYER.ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THEEMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THECHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TOTHE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,318"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm) MINDCBA12" (300 mm) MIN12" (300 mm) TYP51" (1295 mm)6"(150 mm) MIN30"(760 mm)DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAPEXCAVATION WALL (CANBE SLOPED OR VERTICAL)PERIMETER STONE(SEE NOTE 4)SUBGRADE SOILS(SEE NOTE 3)ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA DMERIDIAN, IDSHEETOF35StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR PLUS ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLESC-740 ISOLATOR ROW PLUS DETAILNTSSTORMTECH HIGHLY RECOMMENDSFLEXSTORM INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESCOVER ENTIRE ISOLATOR ROW PLUS WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESC-740 CHAMBEROPTIONAL INSPECTION PORTSC-740 END CAP24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPWITH FLAMP PART #: SC740EPE24BRONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA DMERIDIAN, IDSHEETOF45StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)CHAMBER STORAGE45.9 CUBIC FEET (1.30 m³)MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)WEIGHT75.0 lbs.(33.6 kg)*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERSSC-740 TECHNICAL SPECIFICATIONNTSBUILD ROW IN THIS DIRECTIONOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START END90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHAACB51.0"(1295 mm)30.0"(762 mm)45.9" (1166 mm)12.2"(310 mm)29.3"(744 mm)PART #STUBABCSC740EPE06T / SC740EPE06TPC6" (150 mm)10.9" (277 mm)18.5" (470 mm)---SC740EPE06B / SC740EPE06BPC---0.5" (13 mm)SC740EPE08T /SC740EPE08TPC8" (200 mm)12.2" (310 mm)16.5" (419 mm)---SC740EPE08B / SC740EPE08BPC---0.6" (15 mm)SC740EPE10T / SC740EPE10TPC10" (250 mm)13.4" (340 mm)14.5" (368 mm)---SC740EPE10B / SC740EPE10BPC---0.7" (18 mm)SC740EPE12T / SC740EPE12TPC12" (300 mm)14.7" (373 mm)12.5" (318 mm)---SC740EPE12B / SC740EPE12BPC---1.2" (30 mm)SC740EPE15T / SC740EPE15TPC15" (375 mm)18.4" (467 mm)9.0" (229 mm)---SC740EPE15B / SC740EPE15BPC---1.3" (33 mm)SC740EPE18T / SC740EPE18TPC18" (450 mm)19.7" (500 mm)5.0" (127 mm)---SC740EPE18B / SC740EPE18BPC---1.6" (41 mm)SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)SC740EPE24BR*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)ALL STUBS, EXCEPT FOR THE SC740EPE24B/SC740EPE24BR ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDEDIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACTSTORMTECH AT 1-888-892-2694.* FOR THE SC740EPE24B/SC740EPE24BR THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALPRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR"PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE-CORED END CAPS END WITH "PC"4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA DMERIDIAN, IDSHEETOF55ISSUEDate:Scale:Sheet:DATE1468 West 9th Street, Suite 400, Cleveland,OH 44113p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.comProject Team:PROJECT:OWNER:Consultant Project #Drawn by:Checked by:As indicatedNEW HOLIDAY INN EXPRESSHOTEL2920 East Freeway DriveMeridian, Idaho08/03/2021HLE, Inc.PO BOX 866,800 W Judicial StreetBlackfoot, ID 83221p: 208-785-2977Thorson Baker + Associates3030 West Streetsboro Rd.Richfield, OH 44286p: 330.659.6688CIVIL ENGINEERSTRUCTURAL ENGINEERKarpinski Engineering1274 Hunt RoadAshville, New York 14710P: 716.484.9191MECHANICAL / ELECTRICAL ENGINEERMaurer Construction LLC2621 Connery WayMissoula, MT 59808p: 406.542.6565 fax: 406.542.2848CONSTRUCTION MANAGERInnTrusted, LLC3640 S. Yellowstone HwyIdaho Falls, ID 834022020-350GLJBLJPRELIMINARY FORREVIEW NOT FORCONSTRUCTION20-350 AREA DMERIDIAN, IDSEE SHEET S5 FOR PLAN VIEWC16STANDARD DETAILS FORUNDERGROUND RETENTIONAREA D StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA B COPYMERIDIAN, IDSHEET OF2 5 NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 20'10'0StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA CMERIDIAN, IDSHEET OF2 5 NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 88.35'15.33'82.58'13.33'20'10'0StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA DMERIDIAN, IDSHEET OF2 5 NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 99.89'13.75'92.52'15.75'20'10'0StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: GJPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTION20-350 AREA AMERIDIAN, IDSHEET OF2 5 NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 117.02'15.33'111.25'20'10'0ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION CONCEPTUAL ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):5.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):4.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4.50 TOP OF STONE:3.50 TOP OF SC-740 CHAMBER:3.00 12" x 12" BOTTOM MANIFOLD INVERT:0.60 24" ISOLATOR ROW PLUS INVERT:0.51 BOTTOM OF SC-740 CHAMBER:0.50 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 38 STORMTECH SC-740 CHAMBERS 6 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 STONE VOID 3203 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 1539 SYSTEM AREA (SF) 231.3 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 0.10"24" BOTTOM PREFABRICATED END CAP, PART#: SC740EPE24BR / TYP OF ALL 24" ISOLATOR ROW PLUS CONNECTIONSAPREFABRICATED END CAP 1.20"12" x 12" BOTTOM MANIFOLD, ADS N-12BMANIFOLD 4.6 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)CCONCRETE STRUCTURE W/WEIR13.33'CONCEPTUAL ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.75 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):8.25 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):7.75 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):7.75 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):7.75 TOP OF STONE:6.75 TOP OF MC-4500 CHAMBER:5.75 24" ISOLATOR ROW PLUS INVERT:0.94 15" x 15" BOTTOM MANIFOLD INVERT:0.88 BOTTOM OF MC-4500 CHAMBER:0.75 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 45 STORMTECH MC-4500 CHAMBERS 6 STORMTECH MC-4500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 STONE VOID 8538 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 2045 SYSTEM AREA (SF) 200.5 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 1.55"15" BOTTOM PARTIAL CUT END CAP, PART#: MC4500IEPP15B / TYP OF ALL 15" BOTTOM CONNECTIONSAPREFABRICATED END CAP 2.26"24" BOTTOM PARTIAL CUT END CAP, PART#: MC4500IEPP24B / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSBPREFABRICATED END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC450024RAMPCFLAMP 1.55"15" x 15" BOTTOM MANIFOLD, ADS N-12DMANIFOLD 7.0 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTURE W/WEIR CONCEPTUAL ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):6.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):6.00 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):6.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):6.00 TOP OF STONE:5.50 TOP OF MC-3500 CHAMBER:4.50 12" x 12" TOP MANIFOLD INVERT:3.17 24" ISOLATOR ROW PLUS INVERT:0.92 BOTTOM OF MC-3500 CHAMBER:0.75 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 22 STORMTECH MC-3500 CHAMBERS 4 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 STONE VOID 4468 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 1355 SYSTEM AREA (SF) 207.4 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 29.04"12" TOP CORED END CAP, PART#: MC3500IEPP12T / TYP OF ALL 12" TOP CONNECTIONSAPREFABRICATED END CAP 2.06"24" BOTTOM CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSBPREFABRICATED END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC350024RAMPCFLAMP 29.04"12" x 12" TOP MANIFOLD, ADS N-12DMANIFOLD 2.5 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTURE CONCEPTUAL ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):6.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):6.00 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):6.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):6.00 TOP OF STONE:5.50 TOP OF MC-3500 CHAMBER:4.50 12" x 12" TOP MANIFOLD INVERT:3.17 24" ISOLATOR ROW PLUS INVERT:0.92 24" ISOLATOR ROW PLUS INVERT:0.92 BOTTOM OF MC-3500 CHAMBER:0.75 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 30 STORMTECH MC-3500 CHAMBERS 4 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 STONE VOID 5962 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 1794 SYSTEM AREA (SF) 264.7 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 2.06"24" BOTTOM CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED END CAP 29.04"12" TOP CORED END CAP, PART#: MC3500IEPP12T / TYP OF ALL 12" TOP CONNECTIONSBPREFABRICATED END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC350024RAMP (TYP 2 PLACES)CFLAMP 29.04"12" x 12" TOP MANIFOLD, ADS N-12DMANIFOLD (DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTURE 2.5 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)FCONCRETE STRUCTURE AREA - A AREA - B AREA - C AREA - D C17 UNDERGROUND RETENTION MATERIAL TAKEOFF AND PLAN VIEWS ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C18 DETAIL SHEET AGGREGATE BASE 1" BATTER 4" 1'- 0 1/2" 5 3/4" R=1/2" +1/2" R=3 1/2" R=1" 6" 2' 0" 1' - 6" 6" 6" 6 3/4" R=1/2" 1" 6" 6" LIP DOWN CURB AND GUTTER 6" TYP 4" COMPACTED BASE 4" TYP2- #4 BAR, CONT 1.5"3'-0"8"3' VALLEY GUTTER 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 10" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 2 1/2 " DEPTH ASPHALT PLANT MIX ASPHALT BALLAST SECTION Reinforced Soil Foundation (RSF): ·The foundation shall be cut smooth and excavated to a uniform depth as shown on the plans. ·The base of the foundation shall be compacted prior to construction of the RSF. Care shall be taken to backfill soft spots or voids with compacted fill material. ·The RSF shall be encapsulated in geotextile reinforcment placed perpendicular to the wall face as shown in the construction plans. ·The first course of GRS wall facing shall be placed on a reinforced soil founation. Great care shall be taken to ensure the first course of facing block is set level and to grade. A thin layer of fine aggregate not exceeding more than 0.5 inches thick may be used to set the facing blocks. Compaction: ·Lift heights shall not exceed the heights shown in the construction plan compacted using vibratory roller compaction equipment. ·Open hand-operated compaction equipment shall be used within 1.5 feet of the wall face to minimize movement of facing element. ·Backfill material will be compacted will be compacted to 95 percent of maximum dry density according to AASHTO T-99. Concrete Masonry Units (CMU): ·All materials shall be installed at the proper elevation, orientation, and alignment as detailed in the construction documents. ·The CMU block shall have a minimum net area compressive strength of 1900 psi according to ASTM C90 and be free of cracks or defects that would inhibit proper placement or impair block strength, durability, or stability. ·The CMU block shall be Split-Face with a minimum face shell thickness of 1.25 inches and a minimum web thickness of 0.75 inches. ·CMU block shall be swept free of debris prior to placement of geosynthetics and subsequent CMU lifts. A string line should be used to check block alignment for each lift, and the plumbness of the face should be checked every other lift to verify proper batter. ·Place dry cement in the cells of the top three rows of block. No. 4 vertical rebar shall be placed in every other cell as shown in detail A.3. Rebar shall have 2" nominal cementitious cover. ·Place open backfill in cells of all remaining block not including the top three rows as specified above. ·Block placement shall be performed such that construction begins at the lowest portion of excavation with each layer placed horizontally as shown on the plans. Each layer shall be constructed entirely before beginning the next layer. ·Care shall be taken to avoid cracking the block and to ensure uniform horizontal block elevations shall be maintained by sweeping the top surface of block clean of debris and fill prior to placement of the subsequent layer of block and geosynthetic reinforcement. ·Wall alignment of the block facing shall be checked at least once course with deviations over 0.25 inches corrected prior to placement of backfill using a string line referenced off the back of the facing block from wall corner to corner. Geosynthetic(s): ·Each lift of geosynthetics shall be installed perpendicular to the GRS Wall face and pulled taut such that they are free of wrinkles when being covered with fill. ·The geosynthetic reinforcements shall consist of a biaxial woven polypropylene geotextile (US 200 or equivalent). ·Tracks or wheels of equipment shall not be allowed directly on geosynthetic reinforcement. A minimum fill thickness of 6 inches shall be required on top of geosynthetics prior to operating any vehicles or equipment. ·Geosynthetic reinforcement shall be placed between aggregate lifts no greater than the compacted thickness shown on the construction plans. ·Geosynthetic reinforcement shall cover a minimum of 85 percent of the top surface of the CMU block facing. Excess material can be removed by burning with a propane torch or cutting with a razon knife. ·Placement of fill shall be from the wall face backward to prevent the formation of wrinkles in the geosynthetic reinforcement. ·Reinforcement splices shall occur without overlap and should be staggered to avoid a continuous break in reinforcement in the GRS structure. Backfill Material: ·Backfill should consist of a crushed well graded stone or gravel that are hard, durable, angular and free of organic or deleterious materials. ·Backfill should follow the size and quality requirements for aggregate materials used locally in the construction and maintenance of highways by Federal or State agencies.. Backfill should meet the minimum requirements as follows: ··The maximum allowed grain size is 2 inches and the amount of fines passing the No. 200 sieve is between 6 and 12%. The friction angle should be at least 38 degrees. ··Material should have a PI less than or equal to 6. 10' CURB TERMINUS BY RAISING GUTTER CONTACT HLE TO VERIFY BASE TO HEIGHT REQUIREMENTS NO. 4 REBAR COMPACTED BACKFILL GEOSYNTHETIC REINFORCEMENT San. MH #8 Rim:2641.47 W 8" INV IN:2634.50 NW 8" INV OUT:2634.40San. MH #7Rim:2638.33SE 8" INV IN:2628.04W 8" INV OUT:2627.9412 4 2 9 2 11 12 2 7 7 9 12 12 2 11 12 EV EV EV EV EV EV 8 4 4 4 10 12 STORM CB 1RIM:2638.60SUMP:2635.10NE 12" INV OUT:2635.10STORM CB 2RIM:2639.32SUMP:2634.85SW 12" INV IN:2634.95NW 6" INV IN:2635.73NE 12" INV OUT:2634.85Install 6 6' of 1 2" A D S N- 1 2. St or m Pi p e @ 0. 2 2 %STORM TECH A-1RIM:2639.95SUMP:2634.80SW 12" INV IN:2634.80Install 33' of 6" ADS N-12. Storm Pipe @ 1.00%In s ta l l 36 ' o f 6 " ADS N -12 . S to rm P ipe @ 7 .93% STORM MH 6 RIM:2640.14 SUMP:2636.64 SW 4" INV IN:2637.31 N 12" INV OUT:2636.64STORM MH 7RIM:2641.08SUMP:2636.47S 12" INV IN:2636.55NE 12" INV OUT:2636.47Install 42' of 12" ADS N-12. Storm Pipe @ 0.22%Install 5' of 12" A D S N- 12. St or m Pip e @ 0.22 % STORM MH 8 RIM:2645.30 SUMP:2641.80 SE 12" INV OUT:2641.80 STORM TECH DRIM:2645.67SUMP:2641.74NW 12" INV IN:2641.74Install 26' of 12" ADS N-12. Storm Pipe @ 0.22%STORM CB 3RIM:2641.03SUMP:2636.86SW 6" INV IN:2637.36SE 12" INV OUT:2636.86STORM TECH A-2RIM:2641.59SUMP:2636.72NW 12" INV IN:2636.72Ins ta l l 35 ' o f 12 " ADS N -12 . S to rm P ipe @ 0 .40%STORM MH 4RIM:2639.01SUMP:2636.23W 12" INV OUT:2636.23STORM MH 5RIM:2639.36SUMP:2636.07E 12" INV IN:2636.19W 6" INV IN:2636.69NW 12" INV OUT:2636.07STORM TECH BRIM:2639.77SUMP:2636.05SE 12" INV IN:2636.05STORM TECH C RIM:2641.24 SUMP:2636.46 SW 12" INV IN:2636.46 San. MH #STRUCTURE - (84)Rim:2640.88S 6" INV IN:2637.17S 6" INV IN:2637.17E 8" INV OUT:2637.00Install 4 2' of 6" A D S N- 1 2. St or m Pi p e @ 5. 4 9 % Install 42' of 6" ADS N-12. Storm Pipe @ 2.47%Install 1 5' of 4" A D S N- 1 2. St or m Pi p e @ - 1. 3 7 %XXXX2 2 2 2 2 2 2 5 5 5 8 8 8 8 8 8 8 8 8 8 8 7 7 7 9 10 14 14 14 14 14 14 14 14 14 15 12 12 12 17 17 17 3 3 3 3 3 4 5 5 5 5 7 7 7 7 7 10 10 10 10 10 10 18 18 18 18 131313 19 19 Z:\Projects\00-2020 Projects\20-350 Kaczman Arch. - Inntrusted Meridain Phase 1\dwg\Civil\20-350 Meridian Hotel Phase 1 Sheets.dwg(24"X36") LEGEND SWPPP SWP P P Chemical Storage Area Sedimentation Area PHASE 1 LINE APPROXIMATLEY 3 ACRES Concrete Washout Materials Storage Area & Stockpile Management Combined Staging Areas & Vehicle Equipment Cleaning, Fueling and Maintenance Stabilized Construction Entrance ISSUE Date: Scale:Sheet: DATE 1468 West 9th Street, Suite 400, Cleveland,OH 44113 p. 216.687.1555 | f. 216.687.1558 |www.kaczarch.com Project Team: PROJECT: OWNER: Consultant Project #Drawn by:Checked by: As indicated NEW HOLIDAY INN EXPRESS HOTEL 2920 East Freeway Drive Meridian, Idaho 08/03/2021 HLE, Inc. PO BOX 866, 800 W Judicial Street Blackfoot, ID 83221 p: 208-785-2977 Thorson Baker + Associates 3030 West Streetsboro Rd. Richfield, OH 44286 p: 330.659.6688 CIVIL ENGINEER STRUCTURAL ENGINEER Karpinski Engineering 1274 Hunt Road Ashville, New York 14710 P: 716.484.9191 MECHANICAL / ELECTRICAL ENGINEER Maurer Construction LLC 2621 Connery Way Missoula, MT 59808 p: 406.542.6565 fax: 406.542.2848 CONSTRUCTION MANAGER InnTrusted, LLC 3640 S. Yellowstone Hwy Idaho Falls, ID 83402 2020-350 GLJ BLJ PRELIMINARY FOR REVIEW NOT FOR CONSTRUCTION C19 CIVIL SITE PLAN GENERAL LAYOUT SWPPP LAYOUT FOR: MERIDIAN HOLIDAY INN EXPRESS BEST MANAGEMENT PRACTICES NOTES 1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additional on-site storm water pollution. Additional erosion control measures may be required. 2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form. 3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site. A notice will be posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC. 4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas of the site. 5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is implemented. 6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their buffers will be clearly marked to prevent environmental damage both on and off the site. 7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis. 8. All off-site construction shall be stabilized at the end of the working day. 9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management regulations. 10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units by an approved sanitary waste management contractor. 11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. 12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment. 13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project. 14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks. 15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water, including run-on discharges and outlets for onsite discharges. 16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling. 17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does not affect contamination of stormwater. 18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially in the storm water. 19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the release of pollutants. 20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance of their intended use. 21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. 22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any storm of 0.25 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date the site is stabilized. 23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP and appropriate training regarding stormwater pollution prevention. NOTE: 1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO DRAINAGE SWALES PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS 2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION OF THE PROJECT.