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[DOC File]Chapter Table Of Contents
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After the tentative locations of inlets, drain pipes, and outfalls with tail-waters have been determined and the inlets sized, the next logical step is the computation of the rate of discharge to be carried by each drain pipe and the determination of the size and gradient of pipe required to care for this discharge.
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[DOC File]GENERAL DESIGN DETAILS
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_____ Type of Curb and Gutter to be used identified: Mountable Curb. Expressway Curb (medians) ... Existing Underground Utilities (if elevations have been surveyed*) ... Consult with Construction Manager and Utility Lead Storm Drain Structures & Pipes Special Ditches w/ Station, Offset, Elevation (begin, end, & vertical angle points, and ditch ...
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[DOC File]CHAPTER 9
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(a) Increase gutter/leader diameters; (b) Provide basket strainers at the head of the. leader; or (c) Provide screens across gutter heads. (6) Leaders may be connected to underground storm. drainage systems or dry walls (when granular soil. is present) where soil erosion or flooding has. been a problem. The expense of this change makes
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[DOCX File]Roadway Design Checklist - Tennessee
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Existing underground and overhead utilities and text (cable, electric, fiber optic, gas, lighting, sanitary sewer, storm sewer, telephone, and water) ... Proposed curb and gutter linework and text including begin and end stations with offset from centerline ... Proposed side drain pipes shown with text ...
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GENERAL NOTES - Fremont
drain pipes and swales shown on the approved improvement plans serving multiple lots shall be inspected by public works inspectors. ... the contractor shall be responsible to repair or replace any existing improvements such as curb and gutter, pavement and fences, or underground utilities damaged by the contractor or their subcontractors or ...
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[DOC File]DIVISION 8 - INCIDENTALS - NCDOT
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Where underground conflicts are suspected, contact utility owners and locate all utilities horizontally and vertically. ... Provide shoulder drain pipes with positive drainage towards outlets. Establish positive drainage within 72 hours of beginning trenching for installation of a given section of aggregate shoulder drain. ... GUTTER, SHOULDER ...
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[DOCX File]Roadway Design Checklist - TN
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Transitions or tie-in points for proposed transportation features (guardrail, median openings) or drainage systems (curb and gutter, extensions of existing pipes, boxes, etc.) shall be labeled by station and offset. The existing features shall be copied to the appropriate …
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[DOC File]Regulation DD- 9.0 Drainage - Trakhees
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9.4 A/C Drain. 9.1 Domestic Drainage. 9.1.1 Drains and sewers must be of durable material and construction watertight under working and test conditions (including resistance to the entry of groundwater and rainwater). Nothing should project in the pipes line, joints or fittings to …
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[DOC File]SYPHONIC RAINWATER SYSTEM - Mifab
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Roof Drain Single Resistance Factor (“K” factor) must be equal to the values as determined by roof drain outlet pipe connection size. Primary Drain . outlet size “K” Factor Secondary Overflow Drain outlet size “K” Factor 3” 0.05 3” 0.095 4” 0.07 4” 0.12 5” 0.06 5” 0.11 6” 0.11 6” 0.14
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poolrules - Texas
Texas Department of Health Standards for Swimming Pools and Spas These rules were adopted July 1, 2004, to be effective Sept. 1, 2004—except that Jan. 1, 2005 is the effective date under Section 265.290(e) for retrofitting suction outlets in pre-10-1-99 pools and …
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Underground gutter drain pipes