R2015-89 ACCEPTING THE BID AND AUTHORIZING CONTRACT WITH SAK CONSTRUCTION

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Appendix A, Long Lining 2015-28 Detailed Quantities Min.thickness Min.thickness 1/4 MH MH Protuding Downstream Upstream Pipe Location Street Section (downstream) to Pipe Material Services 250,000 psi 400,000 psi ( ) (upstream) 8" 10" 12" 15" 20" 21" Service Pipe Depth(ft) Depth(ft) resin,mm(in) resin,mm(in) 1 600 BLK E Arlington Ave 1 001-032 to 001-083 VCP 191 4 4.23(.17) 3.63(.14) 12.40 11.50 2 2300 BLK N Illinois St 3 003-034 to 003-023 VCP 243 2 11.59(.46) 9.91(.39) 10.10 12.00 3 100 BLK W Pershing Rd-South of roadway 6 006-009 to 006-012 VCP 415 4 5.17(.20) 4.42(.17) 13.40 19.00 4 Between 2000 N Main St&2000 N Water St 7 007-079 to 007-089 VCP 294 11 6.32(.25) 5.40(.21) 8.10 10.80 5 2000 BLK W Waggoner St 9 009-085 to 009-088 VCP 460 13 4.84(.19) 4.13(.16) 7.52 7.30 6 1500 BLK W Marietta St 11 011-044 to 011-039 VCP 558 11 8.56(.34) 7.32(.29) 12.10 6.11 7 Between 1400 N Monroe St&1400 N College St 14 014-069 to 014-092 VCP 393 20 5.05(.20) 4.32(.17) 8.35 8.00 8 Between 1600 N Edward St&1600 N Union St 14 014-056 to 014-051 VCP 464 10 10.82(.43) 9.25(.36 12.00 12.98 9 Between 1500 N Church St&1500 N Main St 14 014-059 to 014-074 10 Between 1700 N College St&1700 N Edward St 14 014-050 to 014-029 VCP 450 12 4.42(.17 3.78(.15) 6.79 7.50 11 800 BLK N Pine St 16 016-074 to 016-075 VCP 237 5 3.83(.15) 3.28(.13) 7.60 8.00 12 585 N Brush College Rd 27 027-015 to 027-014 VCP 305 0 2.52(.10) 2.15(.08) 3.6 4.79 13 Between 2400 E Prairie Ave&2400 E Main St 34 034-069 to 034-068 VCP 327 12 4.51(.18) 3.85(.15) 11.03 7.40 14 1900 BLK E Cantrell St 36 036-148 to 036-147 VCP 330 5 7.08(.28) 6.05(.24) 8.70 13.10 15 1900 BLK E Cantrell St 36 036-149 to 036-148 VCP 333 8 5.38(.21) 4.60(.18) 8.30 9.00 16 300 BLK N Franklin St 37 037-054 to 037-038 VCP 430 3 5.04(.20) 4.31(.17) 9.45 11.25 17 100 BLK N Stone St 38 038-076 to 038-080 VCP 203 1 7.94(.31) 6.79(.27) 12.42 8.25 18 300 BLK W Prairie Ave 42 042-070 to 042-068 VCP 602 22 6.98(.27) 5.97(.23) 9.65 7.51 19 Between 700 W Macon St&700 W Decatur St 44 044-019 to 044-018 VCP 589 1 29 7.25(.29) 6.20(.24) 13.90 9.50 20 600 BLK S Wise St 44 044-074 to 044-042 VCP 170 2 5.54(.22) 4.74(.19) 9.50 8.56 21 Between 1100 W Forest Ave&1100 W Cottage Hill Ave 47 047-061 to 047-060 VCP 610 25 2.99(.12) 2.55(.10) 6.44 4.11 22 Betweem 1400 W Macon St&1400 W Decatur St 47 047-015 to 047-164 VCP 300 10 3.95(.16) 3.37(.13) 2.50 10.80 23 1100 BLK E Rogers Ave 56 056-063 to 056-064 VCP 184 3 6.00(.24) 5.13(.20) 9.40 9.77 24 100 BLK Southmoreland PI 59 059-031 to 059-027 VCP 488 0 4.80(.19) 4.11(.16) 4.60 7.30 25 300 BLK Hackberry PI 86 086-024 to 086-040 VCP 420 15 4.14(.16) 3.54(.14) 10.76 11.90 26 2200 BLK Gary Dr 211 211-022 to 211-023 VCP 148 3 4.70(.18) 4.01(.16) 12.17 12.95 27 21 Medial Dr 79 079-129 to 079-113 VCP 110 0 2.78(.11) 2.21(.09) 3.00 5.00 28 1000 BLK W Tuttle St 44 044-073 to 044-074 VCP 190 0 7.86(.31) 6.24(.25) 10.50 8.50 Total 3,063 12,310 2,388 1,553 464 243 1 245 **This manhole is located under landscaping which will be removed prior to construction. The depth is unknown but is expected to be less than 8'. 2015-28 CIPP Locations Revised MCN 2015-06-12