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Home My WebLink About009_DEQ Approval Infrastructure DE ,Q�, Montana Department of Environmental Quality May 13, 2021 Mr. Tim Staub, P.E. Mr. Mark A. Chandler, P.E C&H Engineering and Surveying, Inc. 1091 Stoneridge Drive Bozeman, MT 59718 RE: Swiss Plaza, Lot 3 Block 4 of Cattail Creek Subdivision Phase 1, Water and Sewer Main Extensions; EQ#21-2128 Dear Mr. Staub and Mr. Chandler: The design report, plans, referenced specifications and supporting information for the Swiss Plaza, Lot 3 Block 4 of Cattail Creek Subdivision Phase 1, Water and Sewer Main Extensions project were received on February 22, 2021. The design documents were submitted under the seal of Mark A. Chandler, PE#9518ES. Additional information requested by the Department was received on April 29, 2021. The submittal was reviewed in accordance with Department of Environmental Quality design standards in Circular DEQ-1, 2018 edition and Circular DEQ-2, 2018 edition. The project consists of the installation of approximately: 570 lineal feet of 8-inch DIP water main and 525 lineal feet of 8-inch SDR 35 PVC sanitary sewer main.The project also includes all fittings, valves, hydrants, manholes, services and appurtenances as shown on the plans and indicated in the specifications. Plans and Specifications for the Swiss Plaza, Lot 3 Block 4 of Cattail Creek Subdivision Phase 1, Water and Sewer Main Extensions Project are hereby approved. One copy of the plans bearing the approval stamp of the Department of Environmental Quality is enclosed. A second set will be retained for Department record. The third set will be provided to the Gallatin City-County Health Department. Approval is given with the understanding that any deviation from the approved plans and specifications will be submitted to the Department for review and approval. The project may not be placed into service until the project engineer or designer certifies by letter to the Department that the activated portion of the project was constructed in substantial accordance with the plans and specifications approved by the Department and there are no deviations from the design standards other than those previously approved by the department. Within 90 days after the completion of construction, a complete set of certified "as-built" drawings must be signed and Greg Gianforte,Governor I Chris Dorrington, Director I P.O. Box 200901 1 Helena, MT 59620-0901 1(406)444-2544 1 www.deq.mt.gov RE:The Swiss Plaza, Lot 3 Block 4 of Cattail Creek Subdivision Phase 1,Water and Sewer Main Extensions Project, E.Q.#21-2128 May 13, 2021 Page 2 submitted to the Department. It is further understood that construction of this project must be completed within three years of this approval date. If more than three years elapse before completing construction, plans and specifications must be resubmitted and approved before construction begins. Department approval of this project covers only those portions of the plans and specifications that are subject to the Department's review authority under the Public Water Supply Laws (MCA 75-6)and the Administrative Rules promulgated thereunder(ARM 17.38).This approval does not cover items found within the plans and specifications that are outside of the Department's review authority, including but not limited to, electrical work, architecture, site grading or water and sewer service connections. Thank you for your efforts regarding this submittal. If you have any further questions or concerns, please feel free to contact me at (406) 595-0491 or angela.pugh@mt.gov. Sincerely, Angela k Pugh, PE DEQ Engineering Bureau Public Water&Subdivision Section Enclosures: One set of approved plans cc: Gallatin City-County Health Department Swiss Detail, Inc., 3004 North 27th Avenue, Bozeman, MT 59718 File: EQ#21-2128 Greg Gianforte,Governor I Chris Dorrington, Director I P.O.Box 200901 1 Helena,MT 59620-0901 1(406)444-2544 1 www.deq.mt.gov CONSTRUCTION SPECIFICATIONS FOR WATER AND SEWER MAIN IMPROVEMENTS SWISS PLAZA MASTER SITE PLAN LOT 3, BLOCK 4 CATTAIL CREEK SUBDIVISION, PHASE 1 Prepared for: Swiss Detail, Inc. 3004 North 27th Ave, Bozeman, MT 59718 Prepared by: C &- H= Engineering and Surveying Inc. 1091 Stoneridge Drive • Bozeman, MT 59718 Phone (406) 587-1115 • Fax (406) 587-9768 www.chengineers.com • info@chengineers.com APPROVED `f" Montana Department oa �� ;�,.•.�0� Environmental Quality Project Number: 200203 ;� y << .• C, w r' Date � ,,::�P/�?H26„ag1��/ EQ 44- 2-1 21 Z 13 March 2021 A CONSTRUCTION SPECIFICATIONS This project will be constructed in accordance with Montana Public Works Standard Specifications (MPWSS), Sixth Edition, April 2010 and City of Bozeman Modifications to Montana Public Works Standard Specifications, Sixth Edition,March 2011 (Section numbers with COB Prefix). The following sections of Construction Specifications and Standard Drawings as listed below are according to said Montana Public Works Standard Specifications and Bozeman Modifications to Montana Public Works Standard Specifications, and are hereby made a part of the Construction Specifications and Bid Form by reference. The CONTRACTOR is responsible for complying with all applicable sections of said documents. Sections with COB prefix identify sections of MPWSS which have been modified by the City of Bozeman. All or part of the corresponding MPWSS section may apply. A full set of MPWSS and City of Bozeman Modifications to MPWSS are on file for inspection at the office of the Engineer, C&H Engineering and Surveying, Inc. 1091 Stoneridge Drive, Bozeman, MT 59718 (406) 587-1115 or are available from the Montana Contractor's Association, Inc. 1717 111h Avenue, Helena, MT 59604. BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT SECTION 00100 Invitation to Bid SECTION 00200 Instructions to Bidders SECTION 00300 Bid Form SECTION 00500 Agreement Form SECTION 00700 General Conditions for Public Works Projects EJCDC 00700(Reference only -not included) SECTION 00810 Supplementary Conditions to the General Conditions MISCELLANEOUS FORMS(for guidance only) FORM C-430 Bid Bond FORM C-510 Notice of Award FORM C-550 Notice to Proceed FORM C-610 Performance Bond FORM C-615 Payment Bond FORM C-620 Contractor's Application for Payment FORM C-940 Work Change Directive FORM C-941 Change Order FORM C-942 Field Order DIVISION 1 - GENERAL REQUIREMENTS SECTION 0 10 10 Summary of Work SECTION 01041 Project Coordination SECTION 01050 Field Engineering SECTION 01090 References SECTION 01300 Submittals SECTION 01400 Contractor Quality Control and Owner Quality Assurance COB 01500 Construction and Temporary Facilities COB 01570 Construction Traffic Control COB 01580 Temporary Water Supply SECTION 01700 Contract Closeout DIVISION 2 - SITE WORK SECTIONS 02100- SITE PREPARATION SECTION 02110 Geotextiles COB 02112 Removal of Existing Pavement,Concrete Curb, Sidewalk, Driveway and/or Structures COB 02113 Adjusting Existing Manholes, Lampholes, Inlets, Water Valve Boxes, Water Services and Fire Hydrants to Grade SECTION 02114 Relocating or Removing Utility Poles, Street Signs and Mailboxes SECTIONS 02200 - EARTHWORK COB 02221 Trench excavation and backfill for pipelines & appurtenant structures SECTION 02222 Low permeability trench backfill plugs SECTION 02225 Flowable fill SECTION 02230 Street Excavation, backfill and Compaction SECTION 02234 Sub-base course COB 02235 Crushed base course SECTIONS 02500 - PAVING AND SURFACING COB 02502 Asphalt prime and/or tack coat COB 02504 Asphalt seal coat SECTION 02505 Construction seal COB 02510 Asphalt concrete pavement SECTION 02515 Portland cement concrete pavement COB 02528 Concrete Curb and gutter COB 02529 Concrete sidewalks, driveways, approaches, curb turn fillets, valley gutters and miscellaneous new concrete construction COB 02581 Pavement markings and markers (pre-formed plastic, paints and enamels) COB 02582 Reflective Thermoplastic pavement markings SECTIONS 02600 - WATER DISTRIBUTION COB 02660 Water distribution systems SECTIONS 02700 - SEWERAGE AND DRAINAGE COB 02720 Storm drain systems COB 02730 Sanitary sewer collection system SECTIONS 02900 - LANDSCAPING SECTION 02910 Seeding SECTION 02920 Hydraulic seeding DIVISION 3 - CONCRETE SECTIONS 03200 - CONCRETE REINFORCEMENT SECTION 03210 Reinforcing steel SECTION 03310 Structural Concrete MISCELLANEOUS COB 09810 Street Signs APPENDIX A LIST OF STANDARD DRAWINGS COB 01500-1 Vehicle Tracking Control COB 01570-1 Traffic Control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site Closing One Lane COB 01570-2 Traffic Control, Minimum Standard, Urban Work Site, 2 Lane Road, Work Site on Centerline COB 01570-3 Traffic Control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site on Centerline Partially Blocking Inside Lanes COB 01570-4 Traffic Control, Minimum Standard, Urban Work Site, 2 Lane Road, 1 Lane Partially or Fully Closed By Work Area COB 01570-5 Traffic Control, Minimum Standard, Rural Work Site, Work Adjacent to the Present Traveled Way COB 01570-6 Traffic Control, Minimum Standard, Rural Work Site, Utility Work On or Across the Present Traveled Way COB 01570-7 Pedestrian Traffic Control for Temporary Sidewalk Closure COB 01570-8 Sidewalk Closure with Detour COB 02213-1 Manhole Adjustment Detail COB 02213-2 Water Valve Adjustment MPW 02221-1 Typical Utility Trench Detail MPW 02221-2 Pipe Bedding Alternative MPW 02222-1 Trench Plug Excavation COB 02528-1 Integral Curb& Gutter MPW 02528-2 Drive Over Curb& Gutter COB 02529-5 Driveway Approach With Sidewalk Adjacent to Curb MPW 02529-5A Boulevard Drive Approach MPW 02529-513 Curb Walk Drive Approach MPW 02529-6 Retrofit Drive Approach MPW 02529-7A Boulevard Alley Approach COB 02529-713 Curb Walk Alley Approach MPW 02529-8 Accessibility Ramp COB 02529-8 Pedestrian Ramp COB 02529-8A Blended Transition Pedestrian Ramp MPW 02529-10 Mail Box Mounting for Curbline Delivery COB 02529-11 Residential Driveway Approach and Sidewalk Details COB 02529-12 Non-Residential Driveway Approach COB 02529-14 Concrete Storm Drainage Outlet and Inlet Chases COB 02529-15 Publicly-Maintained Sidewalk COB 02529-16 Asphalt Pathway Typical Section COB 02529-17 Concrete Class 1 Trail Typical Section COB 02529-18 Class 2 Trail Typical Section COB 02581-1 Typical Pavement Markings for Pedestrian Crossings(Type"A"Crossings) COB 02581-2 Typical Pavement Markings for School Crossings (Type `B" Crossings) MPW 02660-1 Thrust Blocking for Water Main Fittings MPW 02660-2 Water and Sewer Main Separation COB 02660-3 Thrust Blocking for Water Main Valves COB 02660-4 Fire Hydrant Setting COB 02660-5 Hydrant Location Detail COB 02660-6 Water Service Line COB 02660-7 Blowoff Valve COB 02660-8 Hydrant Barrier Posts COB 02660-10 Typical Valve/Tee Restraint COB 02660-11 Water Main Crossing Below Existing Sewer Main COB 02660-12 Standard Domestic Service Line Installation for Sizes 4" and Larger COB 02660-13 Standard Fire Service Line Installation For Class 1, 11 and III Systems COB 02660-14 Standard Fire Service Line Installation For Class IV and V Systems COB 02660-15 Water Service Line from Curb Stop to Building (Lines 2" and Smaller) COB 02660-16 Water and Sewer Main and Services Location Standards COB 02660-17 Water Service Interior Clearances COB 02720-1 36" Standard Storm Drain Inlet COB 02720-1 A Standard Square Storm Drain Inlet COB 02720-1B Combination Manhole and Curb Inlet MPW 02720-2 24" Standard Riser Inlet COB 02720-3 Sanitary Sewer and Storm Drain Manhole COB 02720-4 Standard Straight Manhole MPW 02720-5 48" Standard Manhole Showing 2 types of cone details MPW 02720-6 Precast Manhole Bases MPW 02720-7 Typical Manhole Channel Details MPW 02720-8 Standard Cast Iron Cover MPW 02720-9 Standard 24" Cast Iron Ring Manhole Frame MPW 02720-10 Storm Drain Service Line COB 02720-11 Storm Drain Debris Rack MPW 02730-1 Nomograph for Air Testing Gravity Sewer Mains COB 02730-2 Sanitary Sewer Service Line MPW 02730-3 Deep Sanitary Sewer Service Line COB 02730-4 Sanitary Sewer Cleanout COB 09810-1 Sign Installation Standards COB 09810-4 Standard Street Marker Sign Location G:\C&H\20\200203\APPLICATIONS\MAIN EXTENSION INFRASTRUCTURE\WORKING DOCS\CONSTRUCTION SPECIFICATIONS.DOCX