Sewer System Facilities Design, Material and Construction Standards Specifications (PDF)_201505220545168600

LAKEHAVEN UTILITY DISTRICT SANITARY SEWER SPECIFICATIONS TABLE OF CONTENTS SECTION PAGE STATEMENT OF DESIGN CRITERIA SPEC-DC-1 DEFINITIONS SPEC-DEF-1 1.1 1.2 1.3 1.4 1.5 CLEARING General .SPEC-1-1 Pavement Removal SPEC-1-2 Lawn Removal SPEC-1-2 Disposal of Clearing Materials SPEC-1-2 Construction Waste Disposal SPEC-1-2 2.1 2.2 2.3 2.4 2.5 TEMPORARY EROSION AND SEDIMENTATION CONTROL Existing Drainage Facilities SPEC-2-1 Matting, Netting and the Use of Straw .SPEC-2-1 Slope Protection and Lawn Establishment SPEC-2-3 Silt Fencing .SPEC-2-6 Work In and Near Wetlands, Streams and Tidelands SPEC-2-6 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 EARTHWORK - SEWERS General .SPEC-3-1 Trenching SPEC-3-3 Foundation Material and Placement SPEC-3-4 Bedding Material and Placement SPEC-3-5 Backfill .SPEC-3-7 Temporary Roadways .SPEC-3-10 Additional Unclassified Excavation SPEC-3-11 Flaggers, Barricades and Signs SPEC-3-11 Public Convenience and Safety SPEC-3-11 One-Way Piloted Traffic Control Through Construction Zone SPEC-3-12 3.11 Construction and Maintenance of Detours SPEC-3-12 3.12 Fills and Embankments SPEC-3-13 3.13 Existing Facilities .SPEC-3-13 Lakehaven Utility District Sanitary Sewer Specifications (07/2002) SPEC-TOC-1 TABLE OF CONTENTS (Continued) SECTION PAGE 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 PIPELINE CONSTRUCTION General .SPEC-4-1 Material List .SPEC-4-1 Pipe Material SPEC-4-2 Piping Accessories SPEC-4-7 Pipe Laying .SPEC-4-7 Service Fittings and Side Sewers .SPEC-4-8 Jacking or Augering Construction SPEC-4-9 Groundwater Surge Relief Lines SPEC-4-13 5.1 5.2 5.3 MANHOLE CONSTRUCTION General .SPEC-5-1 Material List .SPEC-5-1 Materials SPEC-5-1 6.1 6.2 6.3 6.4 6.5 PIPELINE TESTING General .SPEC-6-1 Testing of Gravity Pipelines SPEC-6-1 Testing of Pressure Pipelines .SPEC-6-6 Testing of Manholes SPEC-6-6 Television Inspection SPEC-6-7 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8 RESTORATION General .SPEC-7-1 Temporary Surfacing and Maintenance SPEC-7-1 Pavement Restoration .SPEC-7-2 Landscaping Restoration SPEC-7-74 Monument Restoration SPEC-7-78 Removal and Reinstall Existing Fences .SPEC-7-78 Weighing SPEC-7-78 Adjust Manholes, Catch Basins & Valve Boxes to Grade SPEC-7-79 7.9 Restoration of Unimproved Areas .SPEC-7-79 8.1 8.2 8.3 CLEANUP General .SPEC-8-1 Cleanup SPEC-8-1 Protection of Work SPEC-8-2 SPEC-TOC-2 Sanitary Sewer Specifications (07/2002) Lakehaven Utility District TABLE OF CONTENTS (Continued) SECTION PAGE 9.1 9.2 9.3 9.4 9.5 9.6 MEASUREMENT AND PAYMENT Preliminary General Information SPEC-9-1 Construction .SPEC-9-2 Bid Items/General .SPEC-9-2 Bid Items/Trench Excavation, Bedding, Backfill and Restoration SPEC-9-4 Bid Items/Gravity Sewer Pipe and Augered Casings SPEC-9-9 Bid Items/Standard Manholes, Clean-outs and Manhole Drops SPEC-9-12 10 10.1 10.2 10.3 GENERAL REQUIREMENTS FOR PUMP STATIONS Summary of Work SPEC-10-1 Regulatory Requirements SPEC-10-1 Abbreviations .SPEC-10-2 11 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 SITE WORK Site Preparation SPEC-11-1 Earthwork SPEC-11-2 Trenching, Backfilling and Compaction SPEC-11-4 Excavation Shoring .SPEC-11-4 Dewatering .SPEC-11-5 Chainlink Fencing SPEC-11-6 Landscaping .SPEC-11-7 Flaggers, Barricades and Signs SPEC-11-10 12 12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 CONCRETE AND FINISHING Cast-In-Place Concrete SPEC-12-1 Reinforcing Steel .SPEC-12-25 Concrete Finishes .SPEC-12-28 Epoxy Grout .SPEC-12-32 Cast-In-Place Reinforced Concrete Pump Station .SPEC-12-33 Precast Reinforced Concrete Pump Station SPEC-12-36 Confined Space Rescue and Retrieval System SPEC-12-38 Access Doors SPEC-12-39 13 MECHANICAL EQUIPMENT 13.1 General Equipment and Mechanical Requirements .SPEC-13-1 13.2 Non-Clog Submersible Sewage Pumps .SPEC-13-12 Lakehaven Utility District Sanitary Sewer Specifications (07/2002) SPEC-TOC-3 TABLE OF CONTENTS (Continued) SECTION PAGE 14 14.1 14.2 14.3 PIPING AND ACCESSORIES Pipe, Fittings, and Accessories SPEC-14-1 Valves and Accessories SPEC-14-7 Pipe Saddles .SPEC-14-13 15 15.1 15.2 15.3 15.4 15.5 15.6 15.7 15.8 15.9 ELECTRICAL SYSTEMS General Electrical Requirements SPEC-15-1 Raceways SPEC-15-4 Wire and Cable SPEC-15-7 Service Equipment SPEC-15-10 Over-Current Protective Devices SPEC-15-11 Subpanel and Transformer SPEC-15-13 Control Panel and Control Devices SPEC-15-14 Telemetry SPEC-15-19 Operation & Maintenance Manuals and Spare Parts SPEC-15-21 16 STANDBY ENGINE-GENERATOR SYSTEMS 16.1 Standby Engine-Generator Sets SPEC-16-1 16.2 Automatic Transfer Switch SPEC-16-14 17 17.1 17.2 17.3 17.4 17.5 17.6 17.7 MISCELLANEOUS EQUIPMENT Waterproofing with Special Coatings SPEC-17-1 Protective Coatings SPEC-17-3 Miscellaneous Metals SPEC-17-7 Galvanizing SPEC-17-9 Plastic Fabrications .SPEC-17-11 Specialties SPEC-17-12 Identifying Devices SPEC-17-14 APPENDICES APPENDIX A APPENDIX B APPENDIX C APPENDIX D APPENDIX E APPENDIX F SPEC-TOC-4 LUD STANDARD PLANS FOR SEWER MAINS LUD STANDARD PLANS FOR SIDE SEWERS LOCAL JURISDICTION STANDARD PLANS (IF APPLICABLE) WSDOT STANDARD PLANS (IF APPLICABLE) STANDARD PLANS FOR PUMP STATIONS STANDARD PLANS FOR GRINDER PUMP SYSTEMS Sanitary Sewer Specifications (07/2002) Lakehaven Utility District LAKEHAVEN UTILITY DISTRICT SANITARY SEWER SPECIFICATIONS STATEMENT OF DESIGN CRITERIA All sanitary sewer facilities shall be designed, at a minimum, in accordance with the most current version of the "Criteria for Sewage Works Design" (Orange Book) is sued by the Washington State Department of Ecology Lakehaven Utility District's "Standard Notes for Sewer Construction" and "Gravity Sewer Facilities Plan Review Checklist," which follow this statement, and any future supplements to be issued by Lakehaven Utility District, shall govern when they are more restrictive and/or conservative than the Orange Book criteria Lakehaven Utility District Sanitary Sewer Specifications (07/2002) SPEC-DC-1 LAKEHAVEN UTILITY DISTRICT SANITARY SEWER SPECIFICATIONS DEFINITIONS The definitions listed below relate only to the Sanitary Sewer Specifications, Sections through 17 "AASHTO" - American Association of State Highway and Transportation Officials Whenever AASHTO is referred to in these Specifications without designation of year, the reference is to the most current or revised specification in effect at the time of receiving the Contract "ANSI" - American National Standards Institute (formerly United States of America Standards Institute) Whenever ANSI is referred to in these Specifications without designation of year, the reference is to the most current or revised specification in effect at the time of receiving the Contract "Appurtenances" (as in piping and appurtenances) – Materials required to successfully install and complete a piping system, including any miscellaneous items that are not identified separately Appurtenances may include such items as pipe jointing materials (bolts, gaskets, glands, etc.), pipe restraints, wall mounting hardware for pipes within vaults, pipe locating tape and wire, and manhole ladders or other hardware inside manholes "ASTM" - American Society for Testing and Materials Whenever ASTM is referred to in these Specifications without designation of year, the reference is to the most current or revised specification in effect at the time of receiving the Contract "AWWA" - Whenever AWWA is referred to in these Specifications without designation of year, the reference is to the most current or revised specification in effect at the time of receiving the Contract "As Directed," "As Permitted," "Approved," or words of similar import, mean the direction, requirements, permission, approval or acceptance of the Engineer, unless stated otherwise "Approved equal" OR "equal" - shall mean an item or material, which in the opinion of the General Manager of Lakehaven Utility District, is of equal quality to that item listed herein "As Shown," "As Indicated," "As Detailed," or words of similar import, refer to the Contract Drawings, unless stated otherwise Backfill – Refilling excavated areas with native or imported material 10 "Bid" - A bid is the offer of a bidder, on a properly completed proposal form, to perform the Contract Lakehaven Utility District Sanitary Sewer Specifications (07/2002) SPEC-DEF-1 DEFINITIONS (Continued) 11 "Buffer" – Zone contiguous with a sensitive area required to maintain function and structural stability of a sensitive area (open water body, wetland, or steep slope) 12 "Channel Migration Zone (CMZ) – The area where the active channel of a stream is prone to move and which represents a potential near-term loss of riparian habitat adjacent to the stream 13 "Contract" - The Contract Documents as defined in the Conditions of Contract cover the performance of the work and the furnishing of all labor, equipment, materials and other property required for doing the work, and covering the performance of all other things required by said Contract Documents 14 "Contract Drawings" - Drawings which have been prepared by or on behalf of the Owner, as a basis for bids, when duly made a part of this Contract by incorporation or reference Drawings submitted in pursuance of the terms of the Contract by the successful bidder with his/her bid, and by the Contractor to the Owner, if and when approved by the Engineer Drawings submitted by the Engineer to the Contractor during the progress of the work as provided for in the Contract 15 "Contractor" - The person, partnership, corporation, association, or affiliation with whom the Owner has executed the Contract 16 "District" - The word "District" shall mean Lakehaven Utility District, a municipal corporation of the State of Washington 17 "Dry Season" (Western Washington) – May 16 to September 30 (or as defined by USFWS/NMFS) 18 "Emergency" – Sewer line failure (e.g., pipe break, pump station or lift station failure) 19 "Engineer" - The word "Engineer" used herein shall be understood to mean the General Manager of Lakehaven Utility District, or his/her duly authorized representatives acting directly or through his/her authorization Engineer can occasionally refer to a private engineering firm, appointed by Lakehaven Utility District to have control of the work and carry out the intent of a project, or working on behalf of a developer under current developer extension agreement with Lakehaven Utility District On any questions concerning the acceptability of material and construction, the decision of the General Manager of Lakehaven Utility District shall be final 20 "Fold-and-Form Lining" – Method of repairing existing pipe by inserting a heated PVC or HDPE thermoplastic liner, folded or deformed into a U-shape, into an existing sewer main and rerounding the liner using heat and pressure 21 "Heavy Rain Storm" – 0.5-inch of rain within a 24-hour period 22 "Independent Testing Laboratory" - A private or public laboratory capable of testing work, soils SPEC-DEF-2 Sanitary Sewer Specifications (07/2002) Lakehaven Utility District DEFINITIONS (Continued) and materials, which is acceptable to Lakehaven Utility District 23 "Inflow and Infiltration" – Water that enters a sewer system through indirect (infiltration) and direct (inflow) means Infiltration is extraneous groundwater that enters the sewer system through leaking joints, crack, and breaks, or porous walls Inflow is stormwater that enters the sewer system from storm drain connections (catch basins), roof leaders, foundation and basement drains, or through manhole covers 24 "Inspector" - The engineering or technical inspector duly authorized or appointed by the General Manager of Lakehaven Utility District, limited to the particular duties entrusted to him 25 "NMFS" – National Marine Fisheries Service 26 "Owner" - Owner refers to Lakehaven Utility District or the entity contracting the work being completed 27 "Pipe Backfill" – Material used to support pipes in trenches that can adequately transfer loads away from the pipe to the surrounding soils and prevent settlement; generally sandy, gravelly soil is used for pipe backfill, because it is one of the most compactable materials 28 "Pipe Bursting" – Trenchless method of replacing an existing pipe by fragmenting the existing pipe and pushing it into the surrounding soil by pulling a bursting head or mandrel through the line A new pipe (typically butt-fused HDPE) of equal or larger diameter is pulled behind the bursting head New manholes are usually provided at the insertion and withdrawal pits 29 "Project" - The undertaking to be performed as provided in the Contract documents 30 "Property Owner" - shall mean the lawful and legal owner of a lot or parcel of land 31 "Provide" - means "Furnish and Install." 32 "Quarry Spalls" – Angular mined rock 33 "Right-of-Way" - Land, property or property interest, usually in a strip, acquired for or devoted to road and utilities purposes 34 "Riparian Area" – Stream, lake or tidewater buffer 35 "Sensitive Area" – Area requiring special consideration and protection (e.g., streams, wetlands, tidelands, steep slopes, erosion hazards, coal mine hazards) Lakehaven Utility District Sanitary Sewer Specifications (07/2002) SPEC-DEF-3 DEFINITIONS (Continued) 36 "Slip Lining" – Method of repairing existing pipe by inserting a new pipe of a smaller diameter into an existing host pipe The new pipe is either continuous (typically butt-fused HDPE) or segmented (typically PVC, ductile iron, or HDPE) 37 "Soil Freezing" – Method of construction that minimizes dewatering and extra shoring requirements Process involves drilling holes into the ground in a bowl shape around the area to be excavated, inserting self-contained tubes into the holes, and then circulating super-cooled fluid through the tubes in order to freeze the ground 38 "Special Provisions" - Additions and revisions to the Standard and Supplemental Specifications that apply to an individual project 39 "Specifications" - The word "Specifications" refers to the provisions in Sections through 17 of this document and occasionally refers to manufacturer's specification of particular items or provisions and requirements for the prescribed work 40 "Standard Plan" - refers to the current Lakehaven Utility District (LUD), Local Jurisdiction, and/or Washington State Department of Transportation (WSDOT) Standard Plans for the particular work being undertaken 41 "State" - shall mean the State of Washington 42 "Steep Slope" – Slope of 40 percent gradient or greater 43 "Subcontractor" - A person, partnership, corporation, association or affiliation, other than the Contractor, supplying labor and materials, or labor only, at the site of the work 44 "Trenchless Construction" – Methods of construction that require limited or no ground excavation Examples of trenchless construction include slip lining, cured-in-place piping, fold-and-form lining, pipe bursting, microtunneling, and horizontal directional drilling 45 "USFWS" – United States Fish and Wildlife Service 46 "WDFW" – Washington State Department of Fish and Wildlife 47 "Wet Season" (Western Washington) – October to May 15 (or as defined by USFWS/NMFS) 48 "W.S.D.O.T." - refers to the Washington State Department of Transportation test methods and/or Standard Specifications for Road, Bridge and Municipal Construction Whenever W.S.D.O.T is referred to in these Specifications without designation of year, the reference is to the most current or revised specification in effect at the time of receiving the Contract 49 "Work" - The provision of all labor, materials, equipment, and everything needed to successfully SPEC-DEF-4 Sanitary Sewer Specifications (07/2002) Lakehaven Utility District DEFINITIONS (Continued) complete a project, according to the Contract Specifications Lakehaven Utility District Sanitary Sewer Specifications (07/2002) SPEC-DEF-5 C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an LUD STANDARD PLANS FOR SIDE SEWERS APPENDIX “B” TABLE OF CONTENTS Standard Plan Title Standard Plan No Typical Building Sewer Installation .SSS-01 Typical Building Sewer Installation .SSS-02 Typical Side Sewer Site Layout .SSS-03 Lakehaven Utility District Sanitary Sewer Specifications (07/2002) Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn APPENDIX "B" – TOC C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 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77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an LUD STANDARD PLANS FOR PUMP STATIONS APPENDIX “E” TABLE OF CONTENTS Standard Plan Title Standard Plan No Site Plan P-01 Plan View P-02 Profile View P-03 Electrical Plans E-01-11 Sewer Force Main Emergency Connection Facility .PS-01 Vault/Pump Station Ladder PS-02 Lakehaven Utility District Sanitary Sewer Specifications (07/2002) Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn APPENDIX "E" – TOC C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.33.44.55.54.78.65.5.43.22.2.4 22.Tai lieu Luan 66.55.77.99 van Luan an.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.C.33.44.55.54.78.655.43.22.2.4.55.22 Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd 77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77.77.99.44.45.67.22.55.77.C.37.99.44.45.67.22.55.77t@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn