Devotion To Cernunnos, Articles A

0.604 0 l 0 0 m 1.886 2.397 l 0.298 -5.658 l /Rect [ 21.6 756 597.6 792 ] 0.566 0 l Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. /GS2 gs /BleedBox [ 0 0 612 792 ] q 1 0 0 1 145.5631 671.0585 cm 0.254 0 l 1 0 0 1 268.6958 377.6796 cm 1 0 0 1 341.23779 370.244 cm f -0.71 -3.425 l f 0.049 Tc 469 0 obj <> endobj q /CS0 66 0 R -0.083 -1.432 0.238 -1.151 0.62 -0.635 c endstream endobj startxref 10 0 0 10 450.4713 730.5001 Tm 1.611 -0.841 1.606 -0.437 1.198 -0.437 c The purpose of this standard is to define the minimum requirements for a water utilitys stormwater management program, including management of stormwater on water utility sites, addressing water quality and water quantity You can be confident when you select products and processes that meet the requirements of AWWA Standards. -0.352 0.57 -0.157 0.522 0.043 0.479 c /Font << -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c 5.985 0 Td 0.403 -3.367 0.972 -2.658 0.972 -1.565 c endstream endobj 470 0 obj <>>>/Filter/Standard/Length 128/O(YBfwP^#3j`c)/P -1340/R 4/StmF/StdCF/StrF/StdCF/U(Ee78SMOcI )/V 4>> endobj 471 0 obj <>/Metadata 19 0 R/Outlines 24 0 R/PageLayout/OneColumn/Pages 467 0 R/StructTreeRoot 31 0 R/Type/Catalog>> endobj 472 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 473 0 obj <>stream /CS0 66 0 R -0.946 -0.557 0.161 -0.31 0.161 -1.193 c 0 Tc Definitionsdefinesany technicalterms 4 M Q /TrimBox [ 0 0 612 792 ] f 468 0 l endobj 0 0 m The purpose of this standard is to provide the minimum requirements for fusion-bonded epoxy coatings and linings for steel water pipelines and fittings, including materials, application, and testing. /GS1 65 0 R -0.145 -4.327 0.114 -4.032 0.569 -3.47 c endobj h 2.522 8.729 2.067 7.857 2.067 6.838 c 1 0 0 1 306.67239 348.745 cm 133.566 674.207 1.9 -1.815 re 1 0 0 1 271.17239 349.7504 cm 17 0 obj 0 Tc HLN0y 5.049 -1.305 l 2.139 1.284 m 0.637 0.465 l 4.297 -1.801 l 1.892 -1.046 1.887 -0.861 1.887 -0.613 c n -0.946 -0.557 0.161 -0.31 0.161 -1.193 c 4.808 -3.403 l k >> The Contractor shall submit a test report which includes the following Ensure the pump is primed before the valve is opened to the water line. 0.01 Tw 1 0 0 1 276.4102 360.2191 cm Testing plan, procedures and schedule. 11.317 -9.898 l /T1_3 94 0 R 4.808 -2.51 4.794 -1.305 3.574 -1.305 c -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c h 0 0 0 1 K 4.779 -2.113 l (\037) Tj 0.774 3.679 l f -51.862 -1.25 Td Q Also, pipelines intended for buried service should generally be tested with the backfill in place. /ExtGState << . hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw /Type /XObject 1.644 0.281 m 1.901 -1.645 1.901 -3.574 1.901 -4.623 c It is important to isolate the new line for pressure testing as well as allowing the new line to be properly chlorinated and bacteria tested prior to connection with a service line. endobj q 0.594 0 l 172 0 obj <> endobj << /GS3 63 0 R /C2_0 1 Tf 0 0 m 0 -3.565 l 0.561 0.732 0.228 0.661 -0.019 0.546 c -0.71 -3.425 l 1. /Resources << 0.709 5.361 -0.284 5.148 -1.021 4.808 c HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P -0.255 -5.829 -0.822 -5.899 -1.603 -5.899 c -0.589 1.383 -0.447 1.117 -0.428 0.808 c 4.41 -7.303 l q 0.403 -3.367 0.972 -2.658 0.972 -1.565 c T* 85.92 0 0 58.31999 257.28152 276.09309 cm /Font << 19 0 obj /T1_4 1 Tf -1.816 -1.503 -0.554 -2.283 0.738 -2.283 c 1.688 0 l We provide the resources you need to continue to learn and the tools you need to do your job well. 1. 468 0 l q -0.499 -0.713 -0.233 -0.646 0 -0.518 c 1.81 -3.118 2.798 -2.148 2.798 -0.937 c h -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c -0.285 -1.569 0.138 -1.83 0.57 -1.83 c 1.074 -1.278 0.922 -1.364 0.728 -1.364 c Tj Adobe InDesign CC 2017 (Windows) /ColorSpace 20 0 R Unknown 0.637 -2.448 l Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d 3.319 -6.025 2.879 -6.083 2.312 -6.083 c 0 Tw 4.808 -3.404 l 0 g /CS0 cs q f 0.637 -2.448 l /CS0 66 0 R 0.637 -2.448 l /CropBox [ 0 0 612 792 ] -4.808 1.007 -3.432 1.702 -1.943 1.702 c 2.937 -3.318 l endobj 1.887 0.424 1.578 0.732 0.832 0.732 c 116.791 674.207 1.9 -1.815 re << /ColorSpace << Section 600 - Water Distribution System - Apex, NC -2.524 6.069 l endobj -1.433 4.084 l /GS1 65 0 R -4.623 -4.07 l /C2_0 39 0 R 1.44 0.038 l 0 0 m -0.048 Tc f endstream endobj 213 0 obj <> endobj 216 0 obj <> endobj 217 0 obj <> endobj 218 0 obj <> endobj 16 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 21 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 22 0 obj <>stream /Rotate 0 -2.283 3.679 m 0 -2.448 l 2.329 -0.665 l -2.283 -5.353 l 2.561 0.808 2.006 1.297 1.279 1.297 c /T1_0 85 0 R 1 0 0 1 89.166 685.90669 cm /Resources << The dial on the gauge must be in one psi increments. q /Parent 1 0 R 2.131 -3.425 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 3.389 -2.652 l -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c 1.901 -7.303 l h -1.303 0.384 -1.623 0.074 -1.943 -0.606 c -0.312 -0.222 m The pressure gauge is to be connected to the pipe at the lowest location. 1.307 0 1.865 0.266 1.865 0.99 c General B. 606 Testing and Inspections A. -0.352 0.57 -0.157 0.522 0.042 0.479 c S 0 0 m Submit the following in accordance with Section 01300 Submittals: - 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[ <16> -11 (\033) -22 (\032) -3 <13> -12 <14> -6 (\034) -8 <150d1a> -1 <15> -8 <1e0d0c> 48 <0f> -24 (\032) -1 <14> -4 <1514> -4 <15> -5 <0b> ] TJ /F1 54 0 R -1.675 0.576 -1.23 0.871 -0.765 0.871 c 2.067 5.849 2.698 5.125 3.071 4.711 c -1.757 -7.975 l <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> /BleedBox [ 0 0 612 792 ] endstream 1.44 -0.603 l 0 0 m 1.649 2.652 l q (\031) Tj 4.504 -4.859 l >> 495 0 obj <>stream 2017-06-12T13:26:24-06:00 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 0.88 -3.318 l 0.19 7.434 l /TT0 60 0 R f >> -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 18 0 obj 4.127 -1.702 3.787 -1.645 3.446 -1.645 c 2.512 5.607 l 0.009 Tc 1.9 -10.636 l Multiple air release locations may be provided due to the contour of the line. 0.006 Tc 0.566 0 l endstream endobj 255 0 obj <> endobj 261 0 obj <> endobj 260 0 obj <> endobj 258 0 obj <> endobj 257 0 obj <> endobj 256 0 obj <>stream /Annots [ 18 0 R ] 0.56 0.732 0.228 0.661 -0.019 0.547 c 0 0 m 1 0 0 1 144.24471 688.50121 cm 1.9 0 l The design engineer and owner anticipate news of a tight line, ready to serve hundreds or thousands of customers, or provide water to a new facility where a multitude of neighbors may find employment. f 10.721 -7.303 l 0.559 6.232 0.527 6.439 0.134 6.498 c The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. 1.887 0.423 1.577 0.732 0.832 0.732 c ANSI/AWWA C600-17 (Revision of ANSI/AWWA C600-10) C 017 A W W A A This is a preview of "AWWA C600-2017". h Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 2.026 0 l /ExtGState << 0.823 -6.084 0 -5.162 0 -3.715 c 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c 2.316 1.477 2.45 1.994 2.45 2.289 c 38.086 0 Td 0.617 0.954 m /GS0 62 0 R -0.741 0.104 -0.946 0.043 -0.946 -0.167 c 1 0 0 1 275.71581 358.4276 cm /Font << -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and Their Appurtenances Look Inside This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 1.673 0.954 2.484 0.086 2.484 -0.937 c >> Q /ExtGState << Looking for answers to your DI pipe questions? /MediaBox [ 0 0 612 792 ] 0.019 Tc These procedures should not be applied for air-pressure testing because of the serious safety hazards involved with compressed air. Q 0.666 0.076 m q h These AWWA Standards address all facets of water treatment and delivery. -0.471 0 l S /Type /Page /Annots [ 18 0 R ] 4.011 0 l 0 0 m WKZTxNd/_" .;AP*G 1 0 0 1 342.3291 356.95641 cm 1.17 1.284 l >> /T1_0 34 0 R hbbd``b`@ U,OT aH11012X10 30 )~ -0.964 3.177 m /T1_1 49 0 R American Water Works Association water industry publications include Standards, Manuals, Journal, Opflow and more. -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c /ColorSpace << h /F1 54 0 R 1.911 -1.583 1.901 -1.412 1.897 -1.226 c /Height 122 3.602 -3.83 l examined carefully during the test. MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS q /Type /Annot /CS0 66 0 R Files The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. 0 Tc 2 w /Type /Page /T1_5 1 Tf 69.124 14.772 l 1.611 -1.141 l 378 341.102 l II. 1 0 0 1 323.9854 372.07069 cm -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c Approved by American National Standards Institute Feb. 14, 2017. 1.086 0.443 1.706 -0.517 1.706 -1.728 c 1.911 -1.583 1.901 -1.412 1.896 -1.226 c f >> /T1_0 34 0 R >> Q /F1 54 0 R 0.823 -6.083 0 -5.161 0 -3.715 c -0.01 Tc /TT0 60 0 R h 0 0 m Q /CropBox [ 0 0 612 792 ] f 0 Tw %PDF-1.6 % h /ExtGState << 0 0 m 0 Tw 0.558 6.232 0.527 6.439 0.134 6.498 c -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c 0.637 -2.448 l q 1.327 -2.652 l 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. -0.006 Tw endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G f /MediaBox [ 0 0 612 792 ] q 0 0.465 l -1.985 -0.227 m 1.05 -1.545 1.159 -1.522 1.227 -1.478 c Test requirements are set by considering the following: The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. f >> American Water Works Association has the resources and tools you need to progress as a water professional. -0.631 0 -1.2 -0.709 -1.2 -1.817 c 3.673 -1.22 3.29 -2.525 1.829 -2.525 c