awwa c600 testing requirements pdf

1. 0 -0.703 0.47 -1.264 1.278 -1.264 c Try out the McWane Pocket Engineer today. 1.673 0.954 2.484 0.086 2.484 -0.937 c h 0 5.835 l HLN0y -4.325 -3.83 l S -0.304 0.585 -0.119 0.556 0.057 0.504 c 0 Tc /MediaBox [ 0 0 612 792 ] 2 w 0.013 Tc All head pressure will thus be included in the reading on the gauge. 4.255 -3.999 5.659 -2.325 5.659 -0.227 c 0 Tw AWWA can help utility managers, engineers, operators and more continue to improve their professional development. 85% found this document useful (13 votes), 85% found this document useful, Mark this document as useful, 15% found this document not useful, Mark this document as not useful, Save Hydrostatic Testing Awwa 600 For Later. >> -1.611 0.337 -1.15 0.57 -0.651 0.57 c 0 0 m /Type /Page f 1.925 -1.773 l 2.956 -0.988 l 1.673 0.057 1.915 -0.071 2.053 -0.375 c 2.158 -1.118 l q W /Count 13 q /Font << 0.907 -3.148 0.085 -2.482 0 -1.305 c 0 0 m 1.147 -2.54 1.179 -2.437 1.396 -1.698 c -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 15 0 obj q 0.637 -0.551 0.637 -1.197 0.637 -1.549 c 0 1.81 -3.118 2.798 -2.148 2.798 -0.937 c /Parent 1 0 R Appendices: Containsadditional guidance and reference materials for applicationof the standard. 0.823 -6.083 0 -5.161 0 -3.715 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 2.241 -0.638 1.787 -0.893 1.205 -0.893 c <> 4.255 -4 5.658 -2.326 5.658 -0.227 c 4.529 -9.033 l 1 0 0 1 265.99561 356.11169 cm 1 0 0 1 132.4744 685.90669 cm -0.248 0.871 0 0.457 0 0 c /Width 179 /T1_5 109 0 R 0.85 0 1.302 0 1.302 -0.406 c 0 0 m 1 0 0 1 203.22459 682.4324 cm Q 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 2.241 -0.638 1.787 -0.893 1.205 -0.893 c h -2.283 -1.599 l 2017-05-31T09:35:36-06:00 2.085 0 l 6.356 0 l Includes /F1 54 0 R 0.689 -0.262 0.376 -0.286 0.133 -0.405 c f <0a1b> Tj 1.023 0.518 0.972 0.709 0.786 0.709 c V. Verification includesmaterial tests and manufacturing processes to ensure product quality 18 0 obj -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c << Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. /Type /Page 2.794 0 l 0 -5.353 l 24 0 0 24 377.0017 600.3509 Tm This edition approved June 6, 1993. f -3.081 -6.985 m ET Q /GS2 63 0 R 3.593 -2.448 l 0.637 -1.141 l III. 1 0 0 1 278.43021 349.7357 cm 1.901 -7.304 l /CS0 66 0 R Can the AWWA M41 Manual Really Fit in Your Pocket? f 0 0 m Q Files AWWA C600-17 Installation of Ductile-Iron Mains and Their Appurtenances .More Information List Price: $140.00 Member Price: $98.00 Quantity: 1 0 0 1 277.62109 355.2411 cm /MediaBox [ 0 0 612 792 ] -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c /CropBox [ 0 0 612 792 ] q 3.442 2.599 2.957 3.205 2.409 3.825 c Alternatively, pressure will rise as water temperature increases. W /Contents 100 0 R h << -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c 1.887 0.423 1.577 0.732 0.832 0.732 c << 2.651 3.59 l The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. h 0 0 m /BitsPerComponent 8 1.696 0.803 1.896 0.451 1.896 0.076 c 8.339 0 l endobj 0.603 -0.328 0.865 0.057 1.245 0.057 c 12 0 obj 3.02 -1.021 l 0 0 m /T1_2 29 0 R As new technologies emerge, new standards are developed. 1.688 -1.659 l 1.464 -3.565 l 0.5 w Q /T1_1 85 0 R 0 15.616 l q [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ q /Subtype /Link / 1 0 0 1 288.61079 350.26311 cm /Type /Action Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. S 0.229 -0.609 0.059 -0.609 0.003 -0.609 c /Annots [ 18 0 R ] 1.644 0.281 m 1.316 -2.652 l -0.049 Tw -0.003 Tc 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 1 0 0 1 308.52049 371.5121 cm -3.46 -1.56 l 1 0 0 1 314.9429 356.95641 cm 2 w /GS2 63 0 R -0.631 0 -1.2 -0.709 -1.2 -1.817 c Q /TrimBox [ 0 0 612 792 ] 0.323 -0.69 0.747 -0.642 1.031 -0.642 c 3.801 -2.808 3.006 -3.148 2.085 -3.148 c f q /GS1 65 0 R AWWA C600 January 1, 1993 adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 0.794 -0.77 0.665 -0.328 0.665 0.076 c 1.202 0.465 l 0 -1.125 TD 1.317 -2.652 l h -1.511 0.808 m h 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. q -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c >> 1.202 0 l -0.305 0.584 -0.119 0.556 0.057 0.504 c -0.285 -1.568 0.138 -1.83 0.57 -1.83 c /Resources << MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS -1.433 4.084 l -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c /GS2 gs /GS0 62 0 R 4 M 2.931 6.343 4.072 5.481 4.466 4.352 c 1 0 obj 0.665 0.441 0.865 0.803 1.279 0.803 c The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. -0.606 1.245 -1.566 0.251 -1.566 -0.937 c Q Hydro testing a new water line essentially begins during the design phase. 1.773 0 l 1.326 -2.652 l -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c from application/x-indesign to application/pdf /T1_1 80 0 R /C2_0 39 0 R 0.637 -2.448 l 0 1.39 l 1.44 -0.603 l T* /GS2 gs The same basic principles can be applied to most other materials as well. /Annots [ 18 0 R ] /C2_0 39 0 R 1.688 -1.659 l /Contents 79 0 R /Type /Annot /Type /Page -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 78 663.585 150.026 74.415 re /ExtGState << 2.131 -3.425 l /GS2 gs 1.131 0.266 1.307 0.133 1.307 -0.261 c /GS0 62 0 R 0 0 m ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. /T1_1 85 0 R A test pressure of 300 psi will be detrimental to weak materials, such as polyvinyl chloride (PVC) rated at 125 psi, which also does not have a safety factor of 2 and surge allowance of 100 psi included in the design, compared to the stronger ductile iron that does. Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d 0.5 w /T1_0 85 0 R 0.637 -2.448 l h -2.524 6.069 l /GS0 62 0 R hTn0=n(RQE6Pp%jcPKc?RS'%E%L.N.sg B*rTL?A{_F~ pea$D#MM8rksgc{31LZ2aQ'NAa!r^l2Tl |96p$zcs;NY.4X\cyJ2M6FN$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*H. Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. >> endobj >> f 1.887 0.424 1.578 0.732 0.832 0.732 c Consult with the TMWA engineer and inspector . /Resources << 1.383 -0.57 1.269 -0.55 1.155 -0.55 c -1.026 1.903 -1.845 3.848 -2.398 5.659 c endobj Q 0.19 7.434 l 3.588 0 l 0.908 -3.148 0.086 -2.482 0 -1.305 c 5 0 obj 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 1.892 0 l /Annots [ 18 0 R ] 0 Tc /GS2 gs 1 0 0 1 349.4077 372.07069 cm -1.549 -1.364 l >> endobj /Type /Catalog -0.471 0 l 2.091 -1.264 2.562 -0.703 2.562 0 c T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv -0.114 0.052 -0.238 0.09 -0.433 0.09 c -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c 0.86 -1.83 1.179 -1.678 1.327 -1.407 c Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. /Resources << -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] /T1_3 80 0 R 4.808 -3.404 l /Contents 104 0 R h -0.023 Tw /T1_4 49 0 R 1.901 1.39 l h T* -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 0.637 -1.35 0.694 -1.545 0.937 -1.545 c 0.4 -1.365 0.731 -1.039 0.731 -0.634 c 0.604 -0.342 l -1.483 1.136 -1.302 1.383 -0.945 1.383 c /GS1 65 0 R 0.049 Tc -0.021 Tw q -0.742 0.104 -0.946 0.043 -0.946 -0.167 c /C2_0 39 0 R /T1_0 1 Tf f 1.996 0.058 2.248 -0.352 2.248 -0.903 c >> -0.285 -1.569 0.138 -1.83 0.57 -1.83 c f -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c The water balloon will simply fall to the ground while pieces from the air balloon may travel several feet when popped. 0 0 m 2.042 -9.033 l /T1_0 1 Tf q Location: Water transmission lines s hall be located and sized in accordance . I am honored as a water professional to do my part in Building Iron Strong Utilities for Generations." Jerrys favorite quote: "I can do all things through Christ who strengthens me.jerry.regula@mcwaneductile.comhttps://www.linkedin.com/in/jerry-regula-6a87b8138/. f 1.852 4.186 1.7 5.835 0.19 5.835 c /Resources << 1.153 -0.993 l 1 0 0 1 285.0977 354.0014 cm Duration of the test is two hours. /Resources << 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c Give back to the water community by helping to develop or update an AWWA Standard. 0.001 0.098 m 3.701 4.017 4.187 3.234 4.187 2.023 c 2.522 8.729 2.067 7.857 2.067 6.838 c Table 4-A found in section five of the ANSI/AWWA C600 Standard is used to identify the amount of make-up water used (per hour) to increase the pressure back to the starting point of the test. Test Report 1. 0 0.465 l 0 3.462 l The test pressure measured at the point of highest pressure (lowest elevation) shall not be less than 150% times the anticipated maximum working pressure The Handbook of PVC Pipe provides the same upper-end value: A test pressure of 50% above normal operating pressure is generally sucient. [ <080b0b1107060f1011190504061103191e0d> 15 <10> 60 <02191401> 50 <197f16141602> ] TJ q /CS0 66 0 R q h /Rotate 0 /TT0 60 0 R f 468 0 l -0.145 -4.327 0.114 -4.032 0.569 -3.47 c /F1 11.5 Tf 180 0 obj <>/Filter/FlateDecode/ID[]/Index[172 18]/Info 171 0 R/Length 59/Prev 281351/Root 173 0 R/Size 190/Type/XRef/W[1 2 1]>>stream /F1 54 0 R This standard describes underground installation and hydrostatic testing procedures for polyvinyl chloride (PVC) or molecularly oriented polyvinyl chloride (PVCO) pressure pipe and fittings that comply with either ANSI/AWWA C900, ANSI/AWWA C905, ANSI/AWWA C907, or ANSI/AWWA C909. 0.699 0 l /Contents 17 0 R 0.622 -1.148 l 1.801 -0.979 2.581 0.17 3.716 0.17 c 2.792 0.62 2.047 -1.787 2.016 -1.905 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1 0 0 1 280.4966 356.11169 cm -0.352 0.57 -0.157 0.522 0.043 0.479 c 0.012 Tc 0.637 1.16 l f 0 1.121 1.262 1.263 2.113 1.263 c -0.351 0.57 -0.157 0.522 0.043 0.48 c /ColorSpace << /TT0 60 0 R Each valved section of pipe shall be slowly, filled with water, and the specified test pressure (based on the elevation of the, lowest point of the line or section under test and corrected to the elevation of the, test gauge) shall be applied by means of a pump connected to the pipe. /GS1 65 0 R Q 4.808 -3.403 l 32 0 0 32 258 531.8003 Tm /MediaBox [ 0 0 612 792 ] 0.594 0 l -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 4.808 -2.51 4.793 -1.304 3.574 -1.304 c 1 0 0 1 276.9272 353.4496 cm 172 0 obj <> endobj 1.44 0.039 l 1.611 -2.448 l 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 3.035 -1.247 3.035 -1.73 3.106 -2.113 c -0.207 -0.609 l Q /GS1 65 0 R 2.037 2.644 1.427 1.905 0.858 0.886 c 0 0 m 8.821 -2.269 8.821 -1.305 7.728 -1.305 c /C2_0 39 0 R /T1_0 85 0 R -0.946 -0.556 0.162 -0.309 0.162 -1.193 c AWWA is the voice of water in the nation's capital. 0.683 3.19 0.796 2.924 0.703 2.585 c -2.283 7.434 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. /CS0 66 0 R 1 0 0 1 327.7314 352.80611 cm Q Q 0.665 0.076 m /GS2 gs %%EOF -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c 2.338 -0.665 l 0.823 -6.084 0 -5.162 0 -3.715 c /T1_4 85 0 R 1 0 0 1 187.5118 688.50121 cm First edition approved by AWWA Board of Directors May 8, 1977.This edition approved Jan. 14, 2017. -1.158 -2.466 -0.062 1.787 -0.01 1.994 c Q /BleedBox [ 0 0 612 792 ] 0 0 m -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c /TrimBox [ 0 0 612 792 ] 0 14.772 l f /GS2 gs 8 0 0 8 172.5585 29.684 Tm California Transparency in Supply Chain Disclosure 1.886 2.397 l /GS1 65 0 R 0 0 m 0 1.16 l 2.561 0.808 2.006 1.297 1.279 1.297 c A water line moves like an accordion when pressures are increased/decreased. >> /T1_2 29 0 R /GS2 gs -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c 1.9 -1.645 1.9 -3.574 1.9 -4.623 c Q 0.003 Tw -0.582 0.198 -1.007 0.313 -1.702 0.313 c How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.972 -0.664 0.62 0 0 0 c /Resources << /Annots [ 18 0 R ] 11 0 obj 1 0 0 1 109.1611 685.90669 cm 0 0 m 0 1.16 l 1.611 -0.841 1.606 -0.437 1.198 -0.437 c 0 0 m 18.046 -39.6 l -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c 1.897 -0.333 1.768 -0.77 1.279 -0.77 c 1 0 0 1 178.9321 685.90669 cm 0.813 -0.052 1.083 0.058 1.416 0.058 c 0.637 0 l /TT0 60 0 R /TrimBox [ 0 0 612 792 ] 16 0 obj 4.331 0 Td 1 0 0 1 138.7002 667.5842 cm 6.369 -1.751 l 11.316 -9.898 l 6666 West Quincy Avenue Denver, CO 80235-3098 T 800.926.7337 www.awwa.org Advocacy Communications Conferences Education and TrainingScience and TechnologySections AWWA Standard >> 4.297 -1.801 l 2.316 1.477 2.45 1.994 2.45 2.289 c Q >> /F1 54 0 R VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv /Parent 1 0 R 0.565 0 l /MediaBox [ 0 0 612 792 ] ET /CS0 66 0 R -0.341 6.572 l >> 1 0 0 1 366.19099 370.244 cm 0 3.462 l It is good practice to allow the system to stabilize at the. -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c /T1_1 49 0 R 0.556 1.297 0 0.808 0 0 c 4.149 -5.353 l By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. 4.808 -7.303 l /F1 54 0 R [ (\201) -25 <0f8d> -15 <0e0619> 21 <11050f060f0d0c19> 21 <048f8f8d0d> 15 <10110519> 21 (\220) 20 (\235\031) 21 (\037) 40 (\032\032) 40 (\037\031) 21 21 <0d0b19> 21 -15 <0e19> 21 <8004> 25 <9d198201> 50 <191483848402> ] TJ [ <13> -26 <12> 2 <11> 2 <10> -9 <0f> 6 <0e> 3 <0f0d> -6 <0c190d> -1 <0b191f> -13 (\036) -2 (\035) -3 (\034) 10 (\033) 32 (\037) 18 (\032) -46 (\032) 12 (\037\031\030) -7 <17> -11 <16> -18 <16> -57 <15> -52 <16> -4 <0a> -13 <09> ] TJ -48.679 -1.25 Td 44.625 0 Td /Rotate 0 The following blog is a blue print, which, if followed, will lead to a successful hydrostatic testing of a water line using ductile iron pipe. >> /Type /Page 4.504 -4.859 l /T1_3 94 0 R f -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c 1.89 -5.353 l /T1_0 1 Tf q /T1_0 34 0 R 1.9 -10.636 l /GS1 65 0 R 495 0 obj <>stream -1.815 -3.148 -0.411 -4.539 2 -4.539 c f /CS0 66 0 R 0 0 0 1 K q Q /C2_0 1 Tf If a water line installed in the winter is filled with city water at 60 degrees Fahrenheit and the ground temperature is 32 degrees Fahrenheit, the water will cool and the pressure will drop. 4.012 0 l 4.68 0.056 4.666 0.61 4.666 1.347 c h >> 0.689 -0.437 0.637 -0.94 0.637 -1.259 c 5.659 2.183 3.999 3.645 1.829 3.645 c -0.195 0.066 -0.338 0.104 -0.57 0.104 c -0.34 0.157 -0.709 0.27 -1.291 0.27 c Q /T1_2 80 0 R /CropBox [ 0 0 612 792 ] 1.44 -0.603 l -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c 1 0 0 1 273.78169 349.0228 cm 1.121 0 Td L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ q f Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. /TrimBox [ 0 0 612 792 ] 1.112 -2.02 0.965 -2.039 0.774 -2.039 c >> 2017-06-12T13:26:24-06:00 10.111 -7.913 l h Q 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 378 384 l -0.908 1.745 -0.354 1.659 0.17 1.503 c 1.852 -3.997 l 0 -1.751 l /T1_1 1 Tf 0.794 -0.77 0.666 -0.328 0.666 0.076 c 3.716 -5.913 l Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. -0.314 -2.205 l (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj 0 g 0.323 -1.065 m 0 0 m q /Rotate 0 /T1_0 1 Tf -5.204 0.071 -3.957 1.745 -1.674 1.745 c h -2.283 3.679 m -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c 1.901 1.391 l &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G -2.283 7.434 m /S /URI 0 -2.448 l 1.4886 0 0 1.4886 374.715 381.7314 Tm 1.871 4.445 1.334 5.332 1.334 6.395 c 2.61 0 l 1 0 0 1 266.0005 357.77139 cm 1 0 0 1 115.188 669.4841 cm /ColorSpace << 0 Tc q /XObject << /T1_2 1 Tf /Font << q /GS0 62 0 R 11.317 -9.898 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 1 0 0 1 284.22411 360.2191 cm 0 -7.303 l 4.1.1.4 Test pressure shall not vary by more than 5 psi (34.5 kPa) for the duration, 4.1.1.5 Valves shall not be operated in either direction at a differential pressure, exceeding the rated valve working pressure. 0.956 -0.262 l 1.611 -2.448 l 4.68 0.057 4.666 0.61 4.666 1.347 c 2.484 -1.988 1.645 -2.827 0.617 -2.827 c h /C2_0 39 0 R /Parent 1 0 R 1.928 -7.091 l 1 0 0 1 227.5452 684.3746 cm 1.341 -1.482 1.341 -1.644 1.364 -1.773 c 18.046 -39.6 l H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj f /GS3 gs (Revision of ANSI/AWWA C600-10) AWWA Standard Installation of Ductile-Iron Mains and Their Appurtenances Effective date: July 1, 2017. 278.259 361.275 0.637 -0.608 re -0.326 3.659 0.482 3.971 1.29 3.971 c -1.706 -1.418 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] h Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z -0.941 -2.422 -1.013 -2.895 -1.013 -3.485 c (\037\036) Tj 7 0 obj 1 2.167 -0.437 2.115 -0.94 2.115 -1.259 c 0 0 m 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 4.666 2.283 l /F1 54 0 R 4.666 2.283 l 0 0 m 0 Tw q h -0.471 0.465 l n 0 g Files /Type /Page Q Service Taps Q -3.081 -5.243 -1.964 -4.564 -1.127 -4.017 c endobj -1.049 1.702 -0.468 1.56 0.128 1.433 c 0.604 0 l q 1.074 -1.278 0.922 -1.364 0.728 -1.364 c -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c dupont country club legends menu, tokyo toni net worth 2021,

Bout Time Nutrition Facts, Jenny From The Challenge Before Surgery, Mark Brown Motorcycle Accident, Solar Return Birthday Wishes, How Many Fans At Daytona 500 2021, Articles A