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<br />" <br /> <br />n <br />"..). <br />--::-:-'BERT. MEYER & SAMS, <br />CONSULTING ENGINEERS <br /> <br />.""". <br />IN,' <br /> <br />APPENDIX A <br /> <br />430 NORTH TEJON, SUITE 205 <br />COLORADO SPRINGS, COLORADO 80903 <br /> <br />PAUL T. GILBERT, P.E, & L.S. <br />EOWARD D. MEYER, P.E. <br />ROGER J. SAMS, P.E. <br /> <br />August 14, 1979 <br /> <br />Colorado Water Conservation Board <br />Department of Natural Resources <br />1313 Sherman Street <br />Denver, Colorado 80203 <br /> <br />o '91rJfii1t;:wJ\) r--, . <br />I':~~ ";;'~;9.!2~ln <br /> <br />Co '-'" <br />. LO. ~\", . .. <br />CO^",.~ ",-- <br />'.'W.l:.RVA.TJDN ~ <br />. AEto <br /> <br /> <br />.TELEPHONE <br />1303) 475.2935 <br /> <br />ATTENTION: Nick Ioannidcs <br /> <br />Pursuant to our conversation on Monday, August 13, 1979, I offer the following <br />clarifications on the in-town improvements. Overall the improvements for <br />which CWCB funds are presently being allocated for are as follows: <br /> <br />All piping that will be installed within town will be polyvinyl <br />chloride (PVC), SDR 21, unless otherwise indicated. Quantities <br />in general are as follows: <br /> <br />8 inch - 2929 feet, 6 inch - 14,105 feet, 4 inch - 1601 feet, 2 inch - <br />40 feet of galvanized iron pipe (GIP). <br /> <br />The following valving is required within the in-town improvements: <br /> <br />5 - 8 inch gate valves, 55 - 6 inch gate valves, 14 - 4 inch gate <br />valves, 1 -.2 inch gate valve, 1 - 4 inch ball valve, 10 - fire <br />hydrant assemblies. <br /> <br />The required service line connections including appurtenances are: <br /> <br />128 - 3/4 inch service lines, 2 - 1 inch service lines, 1 - l~ inch <br />service line, 5 - 2 inch service lines. <br /> <br />A booster station with a vertical centrifugal pump of 190 gallons per <br />minute capacity with all appurtenances, 1 required. Pressure reducing <br />valves, 3 inch in size complete with vault and appurtenances, 3 are re- <br />quired. Six inch altitude valve complete with vault and appurtenances, <br />1 required. One blow-off valve is required, concrete encasement - 176 L.F. <br /> <br />Surface restoration requirements a~e as follows: <br /> <br />Cold mix asphalt - 18,814 square yards, hot mix asphalt replacement - <br />2680 square yards, gravel and base replacement - 3316 square yards. <br /> <br />Nick, these quantities indicate the gross quantities for the overall in-town <br />improvement program. Per your request I have inserted a per street breakdown <br />on each of these items. It is as follows: <br /> <br />APPENDIX A <br />