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RENTON WA,RENTON HIGHLANDS PH1 Gustavus Renton Schedule Layout 26-Apr-1713:06 ject Name t,rew Leaaer not 8 Segment w SCneauie start JUt Joo B MHA MF1tl Street (WorK Location) Measured Approve[ Measured Measured # Product BL Man Action Required - ITI Action Required - Owner Line Line Sequence Diameter (in) Thick Length (ft) Service Install Type Haas Status Issue James GUStOVUS IM-May-17 03 APr-17 31739;00 Rnr_ nnnnrfc `717 ,• _ 2631 12 - -- 30-Apr-17 01-May 17 03 Apr-17 = • •' '•"ti'" _ . _ .. - 5204.00 121 'A �P�-'' "' 457 53 Mon 5-1 01-May-11 03-Apr-17 443.00 12 51 7 RENTON WA James Gustav 009 014 01-P:1ay-17 103-Apr-17 202249 833 832 ferndale circle ne 08 4 257,00 6 C PP-ILS 26.08 Outside drop connection at 2,r RTL RENTON WA James Gustav 010 015 01-May-17 1 03-Apr-17 202249 834 835 Ferndale circle ne 08 4.5 153.00 S CIPP-ILS 25.29 l;L RENTON WA James Gustav 010 016 01-May-17 03-Apr-17 202249 835 836 Ferndale circle ne 08 4 S 33.00 1 CIPP-ILS 000 k L T - 02 - - -- a 87.59 RENTON WA James Gustav 016 024 02-May-17 03-Apr-17 1202249 650 679 camas awe no 08 4.5 142.00 41 CIPP-ILS 23.26 RTL RENTON WA James Gustav t, 018 027 02 May-17 103-Apr-17 202249 677 676 ne 8th st 08 45 131.00 21 CIPP-ILS 23.14 RTL RENTON WA James Gustav 019 028 02 May-17 03-Apr-17 2=49 676 6078 ne 8th st 08 251.00 5 CIPP-ILS 41.20 Lg roots in tap at 178.1' - cut I RTL RENTON WA James Gustav 019 029 02-May-17 03-Apr-17 202249 681 676 ne 81h st 08 4.5 349.00 11 CIPP-ILS 0.00 RTL Wed 5-3" 03-May-17 03-Apr-17 - - -- RENTON WA James Gustav 005 - 008 03-May-17 03-Apr-17 202249 666 667 dayton ave ne 08 45 154.00 5 CIPP-ILS I 24.96 Large offset joint at145.2' OJ RENTON WA James Gustav 015 0?3 03-May-17 03-Apr-17 202249 656 6077 camas ave ne 08 4.5 271.00 7 CIPP-ILS 25.22 RTI RENTON WA James Gustav 064 102 03-May-17 03-Apr-17 202249 844 843 Ferndale circle ne 08 45 238.00 4 CIPP-ILS 23.54 RTL Thr 5-4 04-i-17 Oftr-17 1 .- RLN l UN WA James Gustav 1071 113 04-May 17 U3-Apr-17 202249 647 648 ne 6th pi 08 4.5 170.00 5 GIPP-ILS 39.75' RTL RENTON WA James Gustav 071 11.1 04-May-17 03-Apr-17 202249 648 649 ne 61h pl 08 4.5 148.00 71 CIPP-ILS 0-00 RTL RENTON WA James Gustav 071 115 04-May-17 03-Apr-17 202249 649 650 ne 6th pi 08 4.5 224.00 5 CIPP-ILS 0.00 RTL RENTON WA James Gustav 076 124 04-May-17 03-Apr-17 202249 643 644 camas ave ne 08 4.5 275.00, 9 CIPP-ILS 43.41 Needs Bypass RTL RENTON WA James Gustav 076 125 04-May-17 03-Apr-17 202249 644 650 camas ave no 08 4.5 391.00 11 I CIPP-IL5 -- 0.00 Needs Bypass --- � RTL RENTON WA James Gustav f 066 104 05-May-17 03-Apr-17 202249 870 869 glenrwrood ct ne j 08 ', 4 5 115.00 4 CIPP-ILS 30.31 RTL -- - RENTON WA James Gustav 066 105 05-NFW-17 03-Apr-17 - 1202249 869 868 glennw_ood ct rw 108 45 247.00 71 CIPP-ILS 0.00 RENTON WA James Gustav 077 - 1 126 - 05-May-17 03-Apr-17 20Z249 863 862 _-- ne 6th pl OB 4 55 - 278.00 - 8 CIPP-ILS 27.06 hole In p1pe at 140' - not on IoF- Sal tr6. - 0li May 17 - - - -- - - RENTON WA James Gustav 043 067 06-May-17 03-Apr-17 202249 887 871 harrington ave ne 08 14.5 374.00 21 CIPP-ILS 33.21 hole in pipe at 115.1' -ok to 6n RTL RENTON WA James Gustav 043 068 06-May-17 03-Apr-17 202249 871 847 harrington ave ne 08 4.5 265.00 21 CIPP-ILS 0.00 RTL RENTON WA James Gustav 049 078 06-May-17 03-Apr-17 202249 851 852 harrington ave ne 08 4.5 164.00 1 CIPP-ILS 20.48 RTL RENTON WA James Gustav D81 132 06-May-17 03-Apr-17 202249 5177 4943 monroe ave ne 08 4-5 355.00 0' CIPP-ILS 21.74 Abandon all taps per SS Reha RTL - WRENTON WA James Gustav 035 055 08-May 17 03 Apr-17 202249 876 875 lynnwood ave ne 08 4.5 28300 6 CIPP-ILS 37.68 RTL RENTON WA James Gustav 035 056 08-May-17 103-Apr-17 1202249 875 874 ne 8th st ce 4.5 276.00 8 CIPRILS 0.00 RTL RENTON WA James Gustav 052 082 08-May-17 103-Apr-17 202249 1100 1099 index ave ne C8 4.5 39900 12 CIPP-ILS 38.89 RTL RENTON WA James Gustav 052 083 08-May-17 i 03-Apr-17 202249 1099 1096 index ave ne 08 45 2C3.00 6 CIPP-ILS 0.00 Heavv roots In tap at 41 4' RTL Tue $8 09- Apr-17 817.00 _ T RENTON WA James Gustav 045 073 09-May-17 ' 03-Apr-17 202249 1103 1102 index pl ne 08 4.5 223.00 5 CIPP-ILS 24.15 RTL RENTON WA James Gustav 050 079 09-May-17 03Apr-17 202249 1106 1105 jefferson ave ne C8 4.5 381.00 11 CIPP-ILS 30.45 RTL RENTON VIA James Gustav 061 098 09-May 17 Ma 03Apr-17 2C2249 1096 1097 ne 5th pl 08 4.5 213.0C 3 CIPP-ILS 22.47 RTL - -WetlS-ifl - _: 117 03Apr I7 - 1300.00 27 90.81 RENTON WA James Gustav 051 080 1D-May-17 03-Apr-17 202249 1105 1104 ne 6th st/ esmt 08 4.5 220.00 6 CIPP-ILS 37.88 cut roots prior to CIPP RTL RENTON WA James Gustav 061 081 10-May-17 03-Apr-17 202249 1104 1099 ne 6th st 08 4.5 355.00 9 CIPP-ILS 0.00 Infiltration gusher at 347.5' at I INFIL RENTON WA James Gustav 062 099 10-May-17 03-Apr-17 11202249 10% 1097 harrington ave ne 08 4.5 335.00 6 CIPP-ILS 26.15 RTL RENTON WA James Gustav 063 100 10-May-17 03-Apr-17 202249 1097 852 ne 5th pl 08 4.5 141.00 CIPP-ILS 26.78 RTL Page 1 of 5 TASK filters: Lining Install Activity Only, No Deleted, NOT CLOSED. TTA L = 8, 4 2' i ©Oracle Corporation F,ZL- -.�_ w/c Nf,ssyvG Loi✓F- oA/ LEA RENTON WA,RENTON HIGHLANDS PH1 Gustavus Renton Schedule Layout 26-Apr-17 13:07 *ct Name Crew Leader Shot # Segment # Schedule Start [7Job # MHA I MHB I Street (Work Location) I Measured I Approved Measured Measured # Product BL Man Action Required - ITI Action Required - Owner Line Line SSequence Diameter (in) Thick I Length (fl) Service Install Type Hours Status Issue et, rmmi R r RENTON WA James Gustav 063 101 10-May-17 03-Apr-17 202249 852 853 r.e 5th pl 08 4.5 249.00 5 CIPP-ILS 0.00 RTL w T 11-Magt-17 03-Apr-17 70.73 RENTON WA James Gustav 036 057 11-May-17 03-Apr-17 202249 874 873 ne 8th st 08 4.5 206.00 9 CIPP-ILS 40.87 RTL RENTON WA James Gustav 036 058 11-May-17 03-Apr-17 202249 873 872 ne 8th st 08 4.5 297.00 101 CIPP-ILS 0.00 1 RTL RENTON WA James Gustav D47 074 11-May-17 1 03-Apr-17 202249 1102 1101 ne 6th pl 08 4.5 261.00 5 CIPP-ILS 29.87 some cracks in pipe at 120' RTL RENTON WA James Gustav 047 075 11-May-17 03-Apr-17 202249 1101 848 no 6th pl 08 4.5 205.00 41 ILS 0.00 some cracks in pipe at 1 8', h( RTL Fri 5.12 12-11fty17 03-Apt-17 >' s _ -- - - - - - RENTON WA James Gustav 048 076 12 May-17 03-Apr-17 202249 848 850 harrington ave ne 08 4.5 298.007, CIPP-ILS 42.00' RTL RENTON WA James Gustav 048 077 12-May-17 0� 'harrington r-17 202249 850 851 ave ne 08 4.5 307.00-, 12 CIPP-ILS 0.00 + RTL RENTON WA James Gustav 079 129 12 May 17 034pr-17 202249 862 853 fernciale circle ne 08 4.5 237.00 31 CIPP-ILS 22.86 i RTL Sat 5-13 13-May-17 03-Air-i7 - - -" -- - - RENTON WA James Gustav 037 D59 13-May-17 03-Apr-17 202249 872 871 ne 8th st 08 4.5 283.00 10; CIPRILS 28.61 Saturday shot -near school - RTL - RENTON WA James Gustav 042 066 13-May-17 03-Apr-17 1202249 888 887 ne 8th pl 08 4-5 244.00 61 CIPP-ILS 25.87 Abandon tap at 19.2' downstre RTL RENTON WA James Gustav 044 i 069 13-May-17 03-Apr-17 i 2D2249 847 849 harrington ave ne D8 4.5 i 296.00 5; CIPP-ILS 24.96 Saturday work - school RTL Mon 5-15 03-Apr - =W1 .00 NTON WA James REENTON WA James Gustav 09 094 15 AAa�17 03-Apr 17 202249 1093 16543 index ave ne 08 ni p 1 3 CIPP-ILS 21.92' to at 127.6' has 100% roots RTL I i y 3-Apr- 08 4.5 611.00 2 CIPP-ILS 32.97 med offset hint at 21.1' RTL RENTON WA James Gustav 059 095 15-May-17 03-Apr-17 202249 6543 1094 index ave ne 08 4.5 168.00 4 CIPP4LS 0.00 RTL RENTON WA James Gustav 059 096 15-May-17 03-Apr-17 202249 1094 1095 index ave ne 08 4.5 244.00 7 CIaP-lLS 0.00 tap at 197' has 50% roots RTL Tue 5-16 164vay-17 03-Apr-17 ima Y1 6M, RENTON WA James Gustav 045 070 16-May-17 03-Apr-17 '202249 1109 1108 jefferson ave ne 08 4.5 48.00 0 CIPP-ILS 37.44 Abandon tap at 4D.9' upstrean RTL RENTON WA Jaynes Gustav 045 071 16 17 0 ' May- 3-Apr-17 202249 1108 1107 Jefferson ave ne 08 4.5 263.00 E. CIPP-ILS 0.00 ;roots in tap at 249.9' RTL ` RENTON WA James Gustav 045 072 16-May-17 03-Apr-17 202249 1107 1102 Jefferson ave ne 08 14.5 294.00 t CIPP-ILS 0.00Heavy roots In tap at 36.4' anc - -- RTL - -- RENTON WA James Gustav 060 097 16-Ma -17 03-A r-17 202249 1095 1096 index ave ne 08 4.5 323.00 8 CIPP-1! S � -- --- - - Y P 2, -::3 Replace TEE at 73' downstre< RTL W 17 17-May-17 03-Apr-17 6256 RENTON WA James Gustav 032 050 17-May-17 03-Apr-17 202249 452 875 kirkland ave ne 08 4.5 330.00 6 CIPP-ILS 26.10 RTL RENTON WA James Gustav 039 061 17-May-17 D3-Apr-17 202249 892 891 ne 8th.pt- p,- D8 4.5 223.00 6 CIPP-ILS 36.47 Replace lees at 212' & 215' do RENTON WA James Gustav 039 062 17-May-17 03-Apr-17 1202249 891 888 ne Stha+- P� 08 4.5 298.00 A CIPP-ILS 0.00 hole in pipe at 228.6' - looks b• RTL Thr 5-18 16-May-17 03-Apt-11? t054.00 20 8574 RENTON WA James Gustav 021 031 18-May-17 03-Apr-17 202249 1903 '904 ileNersonawe ne 08 45 172.00 0 CIPP-ILS 20.51 NO PARKS NEEDED Abandol PR RENTON WA James Gustav 031 048 18-May-17 03-Apr-17 202249 454 453 kirkland ave ne 08 4.5 277.00 3 CIPP-ILS 38.25 Abandon laps at 85.3' &112.1' RTL RENTON WA James Gustav 031 049 1&May-17 03-Apr-17 202249 453 452 kirkland ave ne 08 4.5 335.00 9 CIPP-ILS 0.00 RTL RENTON WA James Gus -a: 038 060 18-MW17 03-Apr-17 1202249 893 892 Jefferson ave ne 08 4.5 270.00 8 CIPP-ILS 2696 RTL Fri 09 RENTON James 023 034 194Aay-17 I03,W-17 202249 901 480 jefferson ave ne 08 4.5 149.00 1 CIPP-ILS 20.27 SLC w/ 2 FLAGGERS Abandon' RTL WA,RENTON Gustavus taps at 39.3' & 59.7' HIGHLANDS downstream of MHO901 per SS RENTON James 024 035 19-May-17 03-Apr-17 202249 480 479 ne 10th st 08 4.5 127.00 0 CIPP-ILS 20.77 SLC w7 2 FLAGGERS - RT'_ WAAENTON Gustavus Abandon aM taps per SS Rehab HIGHLANDS list PH1 RENTON James 024 036 19- May- 17 03-Apr-17 202249 479 478 ne 10th st 08 4.5 13&D0 0 CIPP-ILS 0.00 Abandon tap per SS Rehab bt RTL 71 W&RENTON Gustavus HIGHLANDS ti„ RENTON WA James Gustav . 027 040 19-May-17 03-Apr-17 202249 474 473 ne 9th sty esml 08 4.5 249.00 7 CIPP-ILS 37.38 NEED KEY TO GATE RTL RENTON WA James Gustav 1027 041 19-May-17 03-Apr-17 1202249 473 897 ne W, st/ esml 08 4.5 281A0 6 CIPP-ILS 0.00 RTL Page 2 of 5 81'To-r-AL.= $ 7,r`"'� f TASK filters: Lining Install Activity Only, No Deleted, NOT CLOSED. © Oracle Corporation RENTON WA,RENTON HIGHLANDS PH1 Gustavus Renton Schedule Layout nject Name Crew Leader Shot # Segment # Schedule Start JDE Job # MHA MHB street (Work Location) Measured Approvec Measured Measured # Product BL Man Action Required - ITI Sequence Diameter (in) Ttlick Length (ft) Service Install Type Hours 28-Ma17 -_ ---- ._. - _ � r t7 - - , Y � -- - - AP 440900 ' Wed 5-31 31-A4ay-17 03-Apr-17 -_ - RENTON WA James Gustav 075 CJ 31-%lay-17 G3-Apr-17 202249 47d 474 ne 10th sU esmt 08 4.5 275.00 12: CIPP--ILS 30.03 multiple fractures at 158.1' RENTON WA James Gustav 03 i t :1 31-May-17 03-Apr-17 202249 880 87l lynrrwood ave no 08 4.5 336.00 11 CIPP-ILS ( 46,75 RENTON WA James Gustav 033 052 31-May-17 03-Apr-17 202249 879 818 lynnwood ave ne 08 4 5 358.00 12 CIPP-ILS 000 large hole in pipe 157.75' upsL 7hr6-1 RENTON WA Jaynes Gustav 004 005 01-Jun-17 03-Apr-17 202249 806 809 harrington ave ne 08 4.5 330.00 10 CIPPALS 43.38 RENTON WA James Gustav 004 006 01-Jun-17 03-Apr-17 :202249 809 812 harrington ave ne 08 4.5 72.00 11 CIPP-ILS 0.00 RENTON WA James Gustav 004 1007 01-Jun-17 03-Apr-17 202249 812 813 harrington ave ne 08 4.5 260.00 7, CIPP-ILS 0.00 RENTON WA James Gustav 034 053 01 Jtxt-17 03-Apr-17 202249 878 877 tynnwood ave ne 08 4.5 179.00 71 CIPP-ILS 38.61 RENTON WA James Gustav 034 054 01-Jun-17 03-Apr-17 202249 877 876 ynnwood ave ne U8 4.5 325.00 9 CIPP-ILS 0.00 Fri 6-2 02-Jun-17 03-Apr-17 - - - - 90.84 RENTON WA James Gustav 001 '001 02-Jun-17 03-Apr-17 202249 822 821 gleenwood ave ne 03 14.5 233.00 5CIPP-ILS 3787 Abandon tap 172.4' downstre� RENTON WA James Gustav 001 002 02-Jun-17 03-Apr-17 202249 821 820 gleenwood ave ne 08 4.5 273.00 9 C1PP-ILS 0.00 RENTON WA James Gustav 002 003 02 Jun 17 03-Apf-17 202249 805 806 harrington ave ne 08 4.5 281.00 61 CIPP-ILS 25.56 NEED TC - - - --- - - RENTON WA James Gustav 003 004 i 02-Jun-17 03-Apr-17 202249 807 806 gleenwood ave nel as 08 4.5 311.00 7 CIPP-ILS 27.42 Abandon laps 9.2', 59.2% 94.9 Sat 6-3 77 03-Apr-17 RENTON WA James Gustav 012 018 03 Jun 17 03 Apr-17 202249 840 839 edmonds ave ne OS 377.00 8 CIPP-ILS 38.64 Schedule after school lets out RENTON WA James Gustav 012 019 ! 03-Jun-17 03-Apr-17 202249 839 1738 edmonds ave rw 08 4.5 341 00 6 CIPP-ILS 0.00 schedule after school lets out RENTON WA James Gustav 082 133 03-Jur1.17 63-4pr-17 202249 4943 1756 morxce ave ne 108 4.5 458.00 1 CIPP4LS 23.67 Reinstate tap at 226.6' downs Mon 6-5 - RENTON WA ! James Gustav + 030 046 05-Jun-17 03-Apr-17 1202249 456 455 kirkland ave no 08 4.5 375.00 7 CIPP-ILS 38.69 Abandon taps at5.5', 154', 18 RENTON WA James Gustav 030 047 05-Jun-17 03-AW-17 202249 455 454 kirkland ave no 08 4.5 274.001 6 CIPP-ILS 0.00 Abandon taps at 84.6' &l96.5 RENTON WA James Gustav 067 106 05-Jun-17 03-Apr-17 '202249 868 866 Ferndale circle no 08 4.5 179.0011 4 CIPP-ILS 22.93 90AND TIE TOGETHER w 68 RENTON WA James Gustav 068 107 05-Jun-17 03-Apr-17 1202249 867 866 Ferndale circle ne 08 4.5 155.00 4 CIPP-ILS 22.66 Roots at tap opening 138.T Tue 6-6 06 Jw� T7 0 9913.00 73.34 - RENTON WA James Gustav 069 108 06-Jun-17 i 03-Apr-17 20V49 866 865 fernda6 circle nee 08 Y 4�.5 164.00 4 CIPP-ILS 38.32 Roots at tap opening 92,1' RENTON WA James Gustav 089 109 06Jurt-17 03-Apr-17 202249 865 864 Ferndale circle ne 08 4.5 179.00 5 CIPP-ILS 0.00 RENTON WA Jaynes Gustav 069 110 06-Jun-17 03-Apr-17 202249 864 645 dayton ave ne 08 4.5 202.00 6 CIPP-ILS 0.00 RENTON WA James Gustav 075 122 06Jun-17 03-Apr-17 202249 857 642 camas ave ne 08 4.5 217.00 6 CIPP-ILS 35.03 RENTON WA James Gustav 075 123 O6-Jun-17 03-Apr-17 202249 642 643 camas ave ne 08 4.5 236.00 10 CIPP-ILS 0.00 Wed 6 7 07-Jun-IT' 6 _ Ij m g _ RENTON WA James Gustav 013 020 07-Jun-17 03-Apr-17 202249 663 664 dayton ave ne 08 4.5 395.00 12 CIPPALS 31.23 Repair large offset joint appro; RENTON WA James Gustav 014 021 07-Jtxr-17 I D3-Apr-17 202249 655 654 dayton ave ne 08 4.5 244.00 9 CIPP-ILS 31 A3 Abandon taps at 17.1' and 16f RENTON WA James Gustav 014 022 07-Jun-17 03 Apr-17 202249 654 653 dayton ave ne 0a 4.5 87.00 2 CIPP-ILS 0.00 RENTON WA James Gustav 072 116 07 Jurr17 03-Apr-17 202249 650 651 ne 6th pi 08 4.5 166.00 6 CIPPALS 34.26 Abandon tap at 99.5' downstrc RENTON WA James Gustav 072 117 07-Jun-17 03-Apr-17 202249 651 449 no 6tn pi 08 4.5 218.00 10 CIPP-ILS 0,00 Thr 6-8 - - W 7 03-Nx-17 ,� 50.04 RENTON WA James Gustav 084 136 08-Jun-17 03-Apr-17 202249 3034 3042 talbot rd s 08 4.5 134.00 2 CIPP-ILS 26,75 RENTON WA James Gustav 084 137 08Jun-Jun03-Apr-17 202249 3042 3043 talbot rd s 08 4.5 163.00 1 CIPP-ILS 0.00 RENTON WA James Gustav D84 138 08Jun-17 03-Apr-17 202249 3043 3044 talbot rd s 08 4.5 230.0D 2 CIPP-ILS 0.00 RENTON WA James Gustav 085 139 08-Jun-17 03-Apr-17 202249 3034 3018 talbot rd s 08 4.5 100.00 1 1 CIPP-ILS RENTON WA James Gustav 086 142 08-Jun-17 03-Apr-17 202249 3016 3011 talbot rd s 08 4.5 352.00 ! O-CIPP-ILS 0.00 Deposits at 348.7' and 351.1'. 09,lurO7 034pr-17 -� 30.14 l Page 3 of 5 Lt`TZ1��� 5= 411 7A % 26-Apr-17 13:07 Action Required - Owner Line Line Status Issue RTL RTL RTL Owner verily clock position, as cou Owner must verify clock position of Owner verify c'o!:k position, as thf,- Owner verify clock position of taps RTL RTL RTL IRTL - RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL OJ Owner to verify clock position, as tt RTL RTL Owner verify clock position of tap tc RTL R I L RTL RTL RTL RTL TASK filters- Lining Install Activity Only, No Deleted, NOT CLOSED. Oracle Corporation RENTON WA,RENTON HIGHLANDS PH1 RENTON WA James Gustav 085 140 RENTON WA James Gustav 086 141 Sat 640 a RENTON WA James Gustav 083 134 RENTON WA James Gustav 083 135 �11 J Jt Mon 6.12 RENTON WA James Gustav 020 030 RFNTON WA James Gustav 022 032 RENTON WA James Gustav 022 033 Wed' RENTON WA James Gustav 028 042 RENTON WA James Gustav 028 043 RENTON WA James Gustav 029 044 RENTON WA James Gustav 029 045 Thr 6-15 RENTON WA James Gustav 020 038 RENTON WA James Gustav 026 039 RENTON WA James Gustav 055 088 RENTON WA James Gustav 055 089 Fri 6-16 RENTON WA James Gustav 053 084 RENTON WA James Gustav 053 085 - RENTON WA Jams Gustav 054 086 Ja RENTON WA ms Gustav 054 1067 RENTON WA Jams Gustav 056 1 090 RENTON WA James Gustav 056 091 RENTON WA James Gustav 073 118 RENTON WA James Gustav 073 119 RENTON WA James Gustav 078 127 RENTON WA James Gustav 078 128 RENTON WA 111 James Gustav 070 RENTON WA James Gustav 070 112 RENTON WA James Gustav 074 120 RENTON WA James Gustav 074 121 Tue 6-20 RENTON WA James Gustav 017 IM RENTON WA James Gustav 017 026 RENTON WA James Gustav 058 093 Wed 6-21 AL RENTON WA James Gustav 040 063 RENTON WA Jams Gustav 041 064 RENTON WA James Gustav 041 065 Sequence 09-Jun-17 03-Apr-17 202249 09-Jun-17 03-Apr-17 202249 10-Jun-17 03-Apr-17 10-Jum 17 03 Apr 17 202249 10-Jun-17 03-Apr-17 202249 An-jtrn-17 12 Jua-17 0 12-Jun-17 !03-Apr-17 202249 12-Jurt-17 034W-17 202249 12-Jun-17 03-Apr-17 202249 14-Jun-17 fit-17 14-Jun-17 03-Apr-17 232249 14-Jun-17 03-Apr-17 1202249 14-Jun-17 03-Apr-17 202249 14-Jun-17 03-Apr-17 202249 15-Jun-17 03-Apr-17 15-Jun-17 03-Apr-17 202249 15-Jun-17 03-Apr-17 202249 15-Jun-17 03-Apr-17 1202249 15-Jun-17 03-7pr-17 202249 16-Jun-17 03-Apr-17 Gustavus Renton Schedule Layout MHA MHB Street (Work Location) Measured Approvec Measured Measured #I Product Diameter (in) Thick Length (ft) Service Install Type 3018 3017 talbot rd s 08 4.5 256.00 1 CIPP-ILS 3017 3016 talbot rd s 08 4.5 353.00 1 . CIPP-ILS 756 755 ne 4th st 08 4.5 490.00 0 CIPP ILS 755 754 no 41,h st 08 4.5 237.00 1 CIPP-ILS co` 904 jefferson ave ne 904 906 Jefferson ave ne 906 478 Jefferson ave ne 899 898 ne 9th st 898 897 ne 9th st 897 896 ne 9M st 896 6544 ne 9th st 476 475 ne 9th st/ esml 475 474 ne 9th st/ esmt 1122 1121 ne 5th pl 1121 1116 ne 5th pl 16-Jun-17 03-Apr-17 202249 1120 1119 index pUesmt 1"un-17 03-Apr-17 202249 1119 1118 index py asmt 16-Jun-17 03-Apr-17 202249 1118 1117 indexpliesmt 16-Jun-17 03,Apr-17 202249 1117 1116 index pine 16-Jun-17 03-Apr-17 202249 1116 1115 no 5th pl 16-Jun-17 03-Apr-17 202249 1115 1096 ne 5th pl 17-JLn -17 03-Apr-17 17-Jun-17 03-Apr-17 202249 17-Jun-17 03-Apr-17 202249 ,17-Jun-17 03-Apr-17 202249 17-Jun-17 03-Apr-17 202249 1t7 19-Jun-17 03-Apr-17 19-Jun-17 03-Apr-17 202249 19-Jun-17 03-Apr-17 202249 19-Jun-17 03-Apr-17 202249 19-Jun-17 03-Apr-17 202249 20-Jun-17 03-Apr-17 i20-Jun-17 03-Apr-17 202249 20-Jun-17 03-Apr-17 202249 20-Jun-17 03-Apr-17 202249 21-Jun-17 03-Apr-17 21-Jun-17 03-Apr-17 202249 21-Jun-17 03-Apr-17 202249 121-Jun-17 03-Apr-17 202249 859 858 ne 6th pl 858 857 ne 6th pl 860 861 ne 6th pl 861 862 ne 6th pl 08 4.5 180.00 3' CIPP-ILS 08 4.5 198.00 1 CIPP-ILS 08 4.5 186.00 0 CIPP-ILS MMi n 08 4.5 242.00 21 CIPP -AISC 08 4.5 214.00 2 CIPP-AISC 08 4.5 171.00 3 CIPP-AISC 08 4.5 163.00 3 CIPP -AISC 08 45 161.00 4 CIPP -AISC 08 4.6 1 114.00 1 CIPP-AISC 08 14.5 149.00 3 CIPP-AISC 08 14.5 336.00 11 CIPP-AISC 08 4.5 173.00 5 CIPP -AISC 08 4.5 34.00 0 CIPP-AISC 08 4.5 - 55.00 0 CIPP-AISC 08 4.5 192.00 ¢J( CIPP-AISC 08 4.5 126.00 4 CIPP-AISC 08 4.5 134.00 1 CIPP-AISC �S 18 08 4 5 174 00 6 CIPP-AISC 08 45 131 00 3 IPP-AJSC 08 45 147.00 4 CIPP-AISC 08 4.5 139.00 2 CIPP-AISC 645 646 dayton ave ne 08 14.5 206.00 8 CIPP-ILS 646 648 dayton ave ne 08 14.5 197.00 7 CIPP-ILS 855 856 ne 5th pl 08 4.5 207.00 3 CIPP -AISC 856 857 edmonds ave ne 08 45 309.00 6 CIPP-AISC �v 11 679 678 ne 8th st 08 4.5 360.00 13 CIPP-AISC 678 677 ne 8th st 08 4.5 70.00 3 CIPP-AISC 5201 1093 index ave ne 06 45 CIPP-ILS VA- 0 fit 1 t 888 Index ct ne 06 4.5 1 Zy . cc -.- CIPP-ILS 890 889 Index ct ne 06 45 LI 2 ,CC t� CIPP-IL5 889 888 index ctne 06 4.5 Zsj ry 7 CIPP-ILS Page 4 of 5 G7-c7i4 L S E O S- z ' -Tc F." L- _ (o S 7 ,/ 26-Apr-17 13:07 Hours uru11 -juu cv - v"I Status Inc Issue 0.00 RTL 30.14 Pipe has high water levels 501 RTL 29.43 2943 Abandon all taps per SS Reba RTL 0.00 Reinstate tap at 237.8' downs' R T L 291.64 49.96 _ tea:• . 27.20 TIE WITH SHOT 22-Abando O_ 22.76 NIGHT WORKAbandon taps RTL 0.00 NIGHT WORKAbandon alter, RTL 53.07 27 46 Abandon taps at 12' and 84.5' Owner verify closk position o` tap n 0.00 Abandon taps at 43.1',113-6', RTL 25.61 Abandon taps at 822 & 118! c RTL 0.00 Charge to AISC per JG-CK-R RTL 61.71 27.82 Change to AISC per JG-CK-R RTL 0.00 Change to AISC per JG-CK-R RTL 33.89 Change to AISC per JG-CK-R RTL 0.00 Change to AISC per JG-CK-R RTL - 24.08 Change to AISC per JG-CK-R RTL 0.00 Change to AISC per JG-CK-R RTL 24.47 Charge to AISC per JG-CK-R RTL 0.00 Change to AISC per JG-CK-R I RTL 24.57 Change to AISC per JG-CK-R RTL 0.00 Change to AISC per JG-CK-R RTL . 79 28.16 Change toAISC per JG-CK-R RTL 0.00 Change toA1SC per JG-CK-R RTL 25.63 Change to AISC par JG-CK-R WTI- 0.00 Change to AISC per JG-CK R RTL 399 77 67.11 33.71 Change toAI$C per JG-CK-R RTL 0.00 Change to AISC per JG-CK-R RTL 33.40 Change toA1 CperJG-CK-R RTL 0.00 Change to AISC per JG-CK-R RTL 64.- - - - 35.57 Change to AISC per JG-CK R RTL 0.00 Change to AISC per JG-CK R RTL 19.15 89.37 29.94 needs manhole 59.43 0.00 TASK filters: Lining Install Activity Only, No Deleted, NOT CLOSED. © Oracle Corporation "-I 1E:2zA4-.s = JIG / Sanitary Sewer Main Rehabilitation List Asset # U/S MH Depth D/S MH Depth Street Size Material Length Total Taps Capped Active Taps GM06401 FIT 162 11.0 MH 0888 8.5 Index Ct NE 6 Conc 150.25 4 4 GM01405 MH 0452 11.5 MH 0875 9.4 Kirkland Ave NE 8 Conc 337.25 6 6 GM01406 MH 0453 10.1 MH 0452 11.5 Kirkland Ave NE 8 Conc 337.05 9 9 GM01407 MH 0454 10.1 MH 0453 10.1 Kirkland Ave NE 8 Conc 282.45 5 3 GM01408 MH 0455 7.6 MH 0454 10.1 Kirkland Ave NE 8 Conc 279.25 8 6 GM01409 MH 0456 8.7 MH 0455 7.6 Kirkland Ave NE 8 Conc 379.85 11 7 GM00023 MH 0473 9.8 MH 0897 10.1 NE 9th SUEsmt 8 Conc 285.80 6 6 GM00057 MH 0474 9.6 MH 0473 9.8 NE 9th SUEsmt 8 Conc 253.40 7 1 6 GM00132 MH 0475 9.5 MH 0474 9.6 NE 9th SUEsmt 8 Conc 118.35 3 3 GM00133 MH 0476 11.9 MH 0475 9.5 NE 9th SUEsmt 8 Conc 167.20 5 5 GM00135 MH 0478 8.7 MH 0474 9.6 NE 10th SUEsmt 8 Conc 278.25 12 12 GM00136 MH 0479 8.5 MH 0478 8.7 NE 10th St 8 Conc 139.85 1 0 GM06881 MH 0480 8.5 MH 0479 8.5 NE 10th St 8 Conc 127.55 2 0 GM06887 CO 579 3.5 MH 0904 9.3 Jefferson Ave NE 8 Conc 368.20 8 5 GM01739 MH 0642 9.0 MH 0643 10.1 Camas Ave NE 8 Conc 235.30 10 10 GM01572 MH 0643 10.1 MH 0644 10.1 Camas Ave NE 8 Conc 278.60 10 1 9 GM05346 MH 0644 10.1 MH 0650 10.1 Camas Ave NE 8 Conc 395.30 11 11 GM05344 MH 0645 9.7 MH 0646 10.2 Dayton Ave NE 8 Conc 207.80 8 8 GM05343 MH 0646 10.2 MH 0648 10.2 Dayton Ave NE 8 Conc 198.70 7 7 GM05341 MH 0647 7.2 MH 0648 10.2 NE 6th PI 8 Conc 171.50 5 5 GM05342 MH 0648 10.2 MH 0649 12.4 NE 6th PI 8 Conc 149.30 7 7 GM05345 MH 0649 12.4 MH 0650 10.1 NE 6th PI 8 Conc 227.50 6 1 5 GM05347 MH 0650 10.1 MH 0651 8.7 NE 6th PI 8 Conc 165.80 7 6 GM05348 MH 0651 8.7 MH 0449 7.1 NE 6th PI 8 Conc 221.20 11 1 10 GM01574 MH 0654 6.9 MH 0653 8.2 Dayton Ave NE 8 Conc 87.75 4 2 2 GM05349 MH 0655 8.0 MH 0654 6.9 Dayton Ave NE 8 Conc 249.25 13 2 11 GM06437 MH 0656 10.2 MH 6077 12.0 Camas Ave NE 8 Conc 277.95 7 7 GM01744 MH 0663 7.7 MH 0664 7.5 Dayton Ave NE 8 Conc 389.45 15 3 12 GM01747 MH 0666 6.7 MH 0667 16.5 Dayton Ave NE 8 Conc 161.00 6 6 GM01748 MH 0667 16.5 MH 0668 18.6 NE 9th PI 10 Conc 128.65 3 3 GM01749 MH 0668 18.6 MH 0669 10.0 NE 9th PI 10 Conc 282.25 10 10 GM01750 MH 0669 10.0 MH 0670 9.6 NE 9th PI 10 Conc 277.60 16 5 11 GM01751 MH 0670 9.6 MH 0671 10.8 NE 9th PI 10 Conc 108.10 2 2 GM01752 MH 0671 10.8 MH 0674 10.3 NE 9th PI 10 Conc 220.05 5 5 GM06440 MH 0676 9.7 MH 6078 14.3 NE 8th St 8 Conc 256.65 8 3 5 GM01756 MH 0677 11.0 MH 0676 9.7 NE 8th PI 8 Conc 133.70 4 4 GM01757 MH 0678 7.0 MH 0677 11.0 NE 8th PI 8 Conc 72.00 5 2 3 GM01758 MH 0679 6.2 MH 0678 7.0 NE 8th PI 8 Conc 366.40 13 13 GM01759 MH 0680 7.0 MH 0679 6.2 Camas Ave NE 8 Conc 144.65 6 2 4 GM01760 MH 0681 7.2 MH 0676 9.7 NE 8th St 8 Conc 352.60 18 6 12 GM00248 MH 0741 10.7 MH 1093 13.3 Index Ave NE 8 Conc 162.15 3 3 GM06916 MH 0755 7.2 MH 0754 6.1 NE 4th St 8 Conc 242.30 12 1 GM06917 MH 0756 7.8 MH 0755 7.2 NE 4th St 8 Conc 476.65 7 0 GM01489 MH 0805 13.9 MH 0806 12.8 Harrington Ave NE 8 Conc 285.70 6 6 GM01490 MH 0806 12.8 MH 0809 12.7 Harrington Ave NE 8 Conc 332.40 10 10 GM01491 MH 0807 10.1 MH 0806 12.8 Glennwood Av NE/Esmt 8 Conc 317.00 10 7 GM01493 MH 0809 12.7 MH 0812 12.4 Harrington Ave NE 8 Conc 72.57 1 1 GM01496 MH 0812 12.4 MH 0813 11.5 Harrington Ave NE 8 Conc 264.00 8 1 7 GM00270 MH 0821 10.7 MH 0820 8.2 Glennwood Ave NE 8 Conc 278.74 8 8 GM00271 MH 0822 9.5 MH 0821 10.7 Glennwood Ave NE 8 Conc 233.33 6 5 GM06002 MH 0833 9.7 MH 0832 13.0 Ferndale Circle NE 8 Conc 264.35 6 6 GM01509 MH 0834 9.7 MH 0835 6.6 Ferndale Circle NE 8 Conc 155.25 5 5 GM01510 MH 0835 6.6 MH 0836 11.7 Ferndale Circle NE 8 Conc 36.00 1 1 GM01512 MH 0837 9.3 MH 0836 11.7 Ferndale Circle NE 10 Conc 355.70 5 5 GM01514 MH 0839 7.5 MH 0738 8.0 Edmonds Ave NE 8 Conc 343.00 6 6 GM01515 MH 0840 8.2 MH 0839 7.5 Edmonds Ave NE 8 Conc 383.25 8 8 GM01502 MH 0844 6.9 MH 0843 9.3 Ferndale Ct NE 8 Conc 242.10 4 4 GM01631 MH 0847 11.5 MH 0849 6.5 Harrington Ave NE 8 Conc 301.90 5 5 GM01506 MH 848 9.7 MH 850 10.4 Harrington Ave NE 8 Conc 301.40 8 1 7 GM00165 MH 0850 9.7 MH 0851 9.3 Harrington Ave NE 8 Conc 312.75 14 2 12 GM00166 MH 0851 9.3 MH 0852 9.1 Harrington Ave NE 8 Conc 169.80 1 1 GM00157 MH 0852 9.2 MH 0853 9.1 NE 5th PI 8 Conc 256.00 5 5 Comments Install new MH approx. 149' upstream of MHO888 Abandon Taps at 85.3' & 112.1' downstream of MH0454 Abandon Taps at 84.6' & 196.5' downstream of MH0455 Abandon Taps at 5.5', 154', 187.5' & 266.6' upstream of MH0455 Abandon tap Abandon all taps New MH to be set at 180'; abandon taps at 60.8', 103.2' & 170.3' upstream of MH 904 Abandon tap at 99.5' downstream of MH0650 Abandon tap at 17.1' & 168.4' downstream of MH0655 Repair offset joint approx. 5' upstream of MH0664 Reinstate tap at 237.8' downstream of MH0755 (Abandon all other taps) Abandon all taps Abandon taps at 9.2', 59.2' & 94.9' downstream of MHO807 Abandon tap at 172.4' downstream of MHO822 Page 1 of 3 Sanitary Sewer Main Rehabilitation List Asset # U/S MH Depth D/S MH Depth Street Size Material Length GM00137 MH 0855 7.5 MH 0856 7.6 NE 5th PI 8 Conc 211.00 GM00138 MH 0856 7.6 MH 0857 16.7 Edmonds Ave NE 8 Conc 311.80 GM00139 MH 0857 16.7 MH 0642 9.0 Camas Ave NE 8 Conc 223.40 GM00140 MH 0858 11.1 MH 0857 16.7 NE 6th PI 8 Conc 135.20 GM00141 MH 0859 8.3 MH 0858 11.1 NE 6th PI 8 Conc 181.40 GM00130 MH 0860 8.5 MH 0861 8.0 NE 6th PI 8 Conc 149.65 GM00131 MH 0861 7.5 MH 0862 8.5 NE 6th PI 8 Conc 144.45 GM00167 MH 0862 7.5 MH 0853 9.2 Ferndale Ave NE 8 Conc 247.85 GM00168 MH 0863 7.5 MH OB62 7.5 NE 6th PI 8 Conc 284.65 GM00169 MH 0864 8.0 MH 0645 9.7 Dayton Ave NE 8 Conc 207.70 GM00170 MH 0865 9.3 MH 0864 8.0 Ferndale Ave NE 8 Conc 181.00 GM00171 MH 0866 8.3 MH 0865 9.3 Ferndale Ave NE 8 Conc 165.95 GM00120 MH 0866 8.3 MH 0867 11.1 Ferndale PI NE 8 Conc 159.90 GM00121 MH 0868 8.3 MH 0866 11.5 Ferndale Ave NE 8 Conc 185.25 GM00122 MH 0869 7.7 MH 0868 11.5 Glennwood Ct NE 8 Conc 254,50 GM00123 MH 0870 7.7 MH 0869 6.6 Glennwood Ct NE 8 Conc 120.55 GM00124 MH 0871 10.5 MH 0847 11.5 Harrington Ave NE 8 Conc 267.55 GM00125 MH 0872 7.4 MH 0871 10.5 NE 8th St 8 Conc 288.50 GM00126 MH 0873 9.3 MH 0872 7.4 NE 8th St 8 Conc 301.25 GM00127 MH 0874 10.3 MH 0873 9.3 NE 8th St 8 Conc 208.05 GM00128 MH 0875 9.4 MH 0874 10.3 NE 8th St 8 Conc 279.75 GM06012 MH 0876 9.4 MH 0875 9.1 Lynnwood Ave NE 8 Conc 287.25 GM06013 MH 0877 8.7 MH 0876 9.1 Lynnwood Ave NE 8 Conc 330.65 GM06014 MH 0878 13.0 MH 0877 8.7 Lynnwood Ave NE 8 Conc 181.50 GM06015 MH 0879 10.3 MH 0878 13.0 Lynnwood Ave NE 8 Conc 361.30 GM06016 MH 0880 10.8 MH 0879 10.3 Lynnwood Ave NE 8 Conc 339.80 GM01546 MH 0887 10.0 MH 0871 10.5 Harrington Ave NE 8 Conc 378.95 GM01393 MH 0888 8.5 MH 0887 10.0 NE 8th PI 8 Conc 246.50 GM01394 MH 0889 12.3 MH 0888 8.5 Index Ct NE 6 Conc 254.00 GM01395 MH 0890 10.5 MH 0889 12.3 Index Ct NE 6 Conc 213.65 GM01396 MH 0891 8.2 MH 0888 8.5 NE 8th PI 8 Conc 300.40 GM01397 MH 0892 9.7 MH 0891 8.2 NE 8th PI 8 Conc 225.50 GM01398 MH 0893 10.1 MH 0892 9.7 Jefferson Ave NE 8 Conc 276.70 GM01401 MH 0896 8.0 MH 6544 8.9 NE 9th St 8 Conc 189.05 GM01402 MH 0897 10.1 MH 0896 8.0 NE 9th St 8 Conc 173.10 GM01403 MH 0898 8.4 MH 0897 10.1 NE 9th St 8 Conc 214.60 GM01404 MH 0899 10.8 MH 0898 8.4 NE 9th St 8 Conc 248.15 GM06883 MH 0901 8.4 MH 0480 8.5 Jefferson Ave NE 8 Conc 150.90 GM06885 MH 0903 8.4 MH 0904 9.3 Jefferson Ave NE 8 Conc 173.25 GM06886 MH 0904 9.3 MH 0906 9.3 Jefferson Ave NE 8 Conc 200.35 GM06888 MH 0906 9.3 MH 0478 8.7 Jefferson Ave NE 8 Conc 180.90 GM07244 MH 1093 10.7 MH 6543 11.2 Index Ave NE 8 Conc 63.30 GM00172 MH 1094 9.0 MH 1095 12.8 Index Ave NE 8 Conc 245.45 GM00173 MH 1095 12.8 MH 1096 11.0 Index Ave NE 8 Conc 328.70 GM00174 MH 1096 11.0 MH 1097 9.6 NE 5th PI 8 Conc 213.45 GM00175 MH 1097 9.6 MH 0852 9.1 NE 5th PI 8 Conc 144.30 GM00159 MH 1098 7.0 MH 1097 9.6 Harrington Ave NE 8 Conc 342.40 GM00160 MH 1099 10.5 MH 1096 11.0 Index Ave NE 8 Conc 204.40 GM00161 MH 1100 10.5 MH 1099 10.1 Index Ave NE 8 Conc 403.70 GM00162 MH 1101 8.2 MH 0848 10.4 NE 6th PI 8 Conc 209.70 GM06400 MH 1102 8.9 MH 1101 8.2 NE 6th PI 8 Conc 263.95 GM00164 MH 1103 8.9 MH 1102 7.2 Index PI NE 8 Conc 227.90 GM00242 MH 1104 9.6 MH 1099 10.5 NE 6th St 8 Conc 361.55 GM00243 MH 1105 12.2 MH 1104 9.6 NE 6th SUEsmt 8 Conc 223.70 GM00244 MH 1106 9.8 MH 1105 12.2 Jefferson Ave NE 8 Conc 388.60 GM00245 MH 1107 9.8 MH 1102 8.9 Jefferson Ave NE 8 Conc 298.30 GM00246 MH 1108 7.6 MH 1107 9.8 Jefferson Ave NE 8 Conc 266.35 GM00254 MH 1109 5.6 MH 1108 7.6 Jefferson Ave NE 8 Conc 51.00 GM00259 MH 1115 6.1 MH 1096 11.0 NE 5th PI 8 Conc 138.50 GM00180 MH 1116 9.5 MH 1115 6.1 NE 5th PI 8 Conc 127.95 GM00053 MH 1117 8.4 MH 1116 9.5 Index PI NE 8 Conc 198.20 GM00054 MH 1118 7.9 MH 1117 8.4 Index PI/Esmt 8 Conc 59.15 Total Taps Capped 5 2 7 1 6 3 6 4 2 3 8 6 5 4 4 4 7 4 3 1 10 10 9 8 6 9 7 13 11 3 1 10 3 8 1 4 8 5 8 7 4 6 2 6 4 3 2 5 3 2 7 8 3 1 6 6 1 10 4 5 5 9 5 11 5 8 1 1 4 5 0 Active Taps 3 6 6 3 6 4 2 3 8 6 5 4 4 4 7 4 2 10 10 9 8 6 9 7 13 11 2 6 7 4 8 5 8 3 2 2 2 1 0 1 0 2 7 8 3 1 6 5 10 4 5 5 9 5 11 5 8 0 1 4 5 0 Comments Large hole in pipe 157.75' upstream of MHO879 Abandon tap at 19.2' downstream of MHO888 Replace tees at 212' & 215' downstream of MHO892 prior to CIPP Abandon taps at 82.2' & 118' downstream of MH0897 Abandon taps at 43.1', 113.6', 179.6' & 1977 upstream of MHO898 Abandon taps at 12', & 84.5' downstream of MH0899 Abandon taps at 39.3' & 59.7' downstream of MH0901 Abandon all taps Abandon taps at 36.9', 103.4', 109.6', & 136.8' downstream of MH0904 Abandon all taps Replace tee 73' downstream of MH 1095 Abandon tap at 40.9' upstream of MH1108 Page 2 of 3 Sanitary Sewer Main Rehabilitation List Asset # U/S MH Depth D/S MH Depth Street Size Material Length Total Taps Capped Active Taps GM00178 MH 1119 8.7 MH 1118 7.9 Index PI/Esmt 8 Conc 37.10 0 0 GM00179 MH 1120 10.2 MH 1119 8.7 Index PI/Esmt 8 Conc 183.65 5 5 GM00176 MH 1121 9.5 MH 1116 11.7 NE 5th PI 8 Conc 339.60 12 1 11 GM00177 MH 1122 11.7 MH 1121 10.8 NE 5th PI 8 Conc 153.75 3 3 GM04116 MH 3016 5.5 MH 3011 10.5 Talbot Rd S 8 Conc 356.65 1 1 GM04117 MH 3017 5.5 MH 3016 5.5 Talbot Rd S 8 Conc 358.60 1 1 GM04118 MH 3018 6.1 MH 3017 5.5 Talbot Rd S 8 Conc 258.55 1 1 GM03960 MH 3034 6.9 MH 3042 7.6 Talbot Rd S 8 Conc 134.00 2 2 GM04134 MH 3034 6.9 MH 3018 6.1 Talbot Rd S 8 Conc 101.10 1 1 GM03961 MH 3042 7.6 MH 3043 8.0 Talbot Rd S 8 Conc 103.65 1 1 GM03962 MH 3043 8.0 MH 3044 7.8 Talbot Rd S 8 Conc 230.30 2 2 GM04731 MH 4940 8.4 MH 1360 8.3 Ferndale PI NE 8 Conc 221.30 10 10 GM04734 MH 4943 5.3 MH 0756 7.8 Monroe Ave NE 8 Conc 464.70 14 1 GM05166 MH 5177 5.2 MH 4943 5.3 Monroe Ave NE 8 Conc 357.35 15 1 0 GM04765 MH 5201 8.6 MH 1093 10.7 Index Ave NE 6 Conc 72.30 1 1 GM06444 MH 6072 13.2 MH 6080 6.8 NE 7th St 21 Conc 113.85 1 1 GM06445 MH 6080 6.8 MH 0695 5.9 NE 7th St 21 Conc 217.90 5 2 3 GM00209 MH 6543 11.2 MH 1094 9.0 Index Ave NE 8 Conc 170.90 4 4 Total Taps to be Reinstated Total Footage Per Pipe Diameter 6" 1067.10 8" 30,435.29 101, 861.00 21" 608.10 Overall total footage 32,971.49 732 Comments Reinstate tap at 226.6' downstream of MH4943 (Abandon all other taps) Abandon all taps Page 3 of 3 Sanitary Sewer Main Rehabilitation List Asset # U/S MH Depth D/S MH Depth Street Size Material Length Total Taps Capped Active Taps GM00139 MH 0857 16.7 MH 0642 9.0 Camas Ave NE 8 Conc 223.40 6 6 GM01572 MH 0643 10.1 MH 0644 10.1 Camas Ave NE 8 Conc 278.60 10 1 9 GM01739 MH 0642 9.0 MH 0643 10.1 Camas Ave NE 8 Conc 235.30 10 10 GM01759 MH 0680 7.0 MH 0679 6.2 Camas Ave NE 8 Conc 144.65 6 2 4 GM05346 MH 0644 10.1 MH 0650 10.1 Camas Ave NE 8 Conc 395.30 11 11 GM06437 MH 0656 10.2 MH 6077 12.0 Camas Ave NE 8 Conc 277.95 7 7 GM00169 MH 0864 8.0 MH 0645 9.7 Dayton Ave NE 8 Conc 207.70 6 6 GM01574 MH 0654 6.9 MH 0653 8.2 Dayton Ave NE 8 Conc 87.75 4 2 2 GM01744 MH 0663 7.7 MH 0664 7.5 Dayton Ave NE 8 Conc 389.45 15 3 12 GM01747 MH 0666 6.7 MH 0667 16.5 Dayton Ave NE 8 Conc 161.00 6 6 GM05343 MH 0646 10.2 MH 0648 10.2 Dayton Ave NE 8 Conc 198.70 7 7 GM05344 MH 0645 9.7 MH 0646 10.2 Dayton Ave NE 8 Conc 207.80 8 8 GM05349 MH 0655 8.0 MH 0654 6.9 Dayton Ave NE 8 Conc 249.25 13 2 11 GM00138 MH 0856 7.6 MH 0857 16.7 Edmonds Ave NE 8 Conc 311.80 7 1 6 GM01514 MH 0839 7.5 MH 0738 8.0 Edmonds Ave NE 8 Conc 343.00 6 6 GM01515 MH 0840 8.2 MH 0839 7.5 Edmonds Ave NE 8 Conc 383.25 8 8 GM00121 MH 0868 8.3 MH 0866 11.5 Ferndale Ave NE 8 Conc 185.25 4 4 GM00167 MH 0862 7.5 MH 0853 9.2 Ferndale Ave NE 8 Conc 247.85 3 3 GM00170 MH 0865 9.3 MH 0864 8.0 Ferndale Ave NE 8 Conc 181.00 5 5 GM00171 MH 0866 8.3 MH 0865 9.3 Ferndale Ave NE 8 Conc 165.95 4 4 GM01509 MH 0834 9.7 MH 0835 6.6 Ferndale Circle NE 8 Conc 155.25 5 5 GM01510 MH 0835 6.6 MH 0836 11.7 Ferndale Circle NE 8 Conc 36.00 1 1 GM06002 MH 0833 9.7 MH 0832 13.0 Ferndale Circle NE 8 Conc 264.35 6 6 GM01512 MH 0837 9.3 MH 0836 11.7 Ferndale Circle NE 10 Conc 355.70 5 5 GM01502 MH 0844 6.9 MH 0843 9.3 Ferndale Ct NE 8 Conc 242.10 4 4 GM00120 MH 0866 8.3 MH 0867 11.1 Ferndale PI NE 8 Conc 159.90 4 4 GM04731 MH 4940 8.4 MH 1360 8.3 Ferndale PI NE 8 Conc 221.30 10 10 GM01491 MH 0807 10.1 MH 0806 12.8 Glennwood Av NE/Esmt 8 Conc 317.00 10 7 GM00270 MH 0821 10.7 MH 0820 8.2 Glennwood Ave NE 8 Conc 278.74 8 8 GM00271 MH 0822 9.5 MH 0821 10.7 Glennwood Ave NE 8 Conc 233.33 6 5 GM00122 MH 0869 7.7 MH 0868 11.5 Glennwood Ct NE 8 Conc 254.50 7 7 GM00123 MH 0870 7.7 MH 0869 6.6 Glennwood Ct NE 8 Conc 120.55 4 4 GM00124 MH 0871 10.5 MH 0847 11.5 Harrington Ave NE 8 Conc 267.55 3 1 2 GM00159 MH 1098 7.0 MH 1097 9.6 Harrington Ave NE 8 Conc 342.40 6 6 GM00165 MH 0850 9.7 MH 0851 9.3 Harrington Ave NE 8 Conc 312.75 14 2 12 GM00166 MH 0851 9.3 MH 0852 9.1 Harrington Ave NE 8 Conc 169.80 1 1 GM01489 MH 0805 13.9 MH 0806 12.8 Harrington Ave NE 8 Conc 285.70 6 6 GM01490 MH 0806 12.8 MH 0809 12.7 Harrington Ave NE 8 Conc 332.40 10 10 GM01493 MH 0809 12.7 MH 0812 12.4 Harrington Ave NE 8 Conc 72.57 1 1 GM01496 MH 0812 12.4 MH 0813 11.5 Harrington Ave NE 8 Conc 264.00 8 1 7 GM01506 MH 848 9.7 MH 850 10.4 Harrington Ave NE 8 Conc 301.40 8 1 7 GM01546 MH 0887 10.0 MH 0871 10.5 Harrington Ave NE 8 Conc 378.95 3 1 2 GM01631 MH 0847 11.5 MH 0849 6.5 Harrington Ave NE 8 Conc 301.90 5 5 GM04765 MH 5201 8.6 MH 1093 10.7 Index Ave NE 6 Conc 72.30 1 1 GM00160 MH 1099 10.5 MH 1096 11.0 Index Ave NE 8 Conc 204.40 6 1 5 GM00161 MH 1100 10.5 MH 1099 10.1 Index Ave NE 8 Conc 403.70 10 10 GM00172 MH 1094 9.0 MH 1095 12.8 Index Ave NE 8 Conc 245.45 7 7 GM00173 MH 1095 12.8 MH 1096 11.0 Index Ave NE 8 Conc 328.70 8 8 GM00209 MH 6543 11.2 MH 1094 9.0 Index Ave NE 8 Conc 170.90 4 4 GM00248 MH 0741 10.7 MH 1093 13.3 Index Ave NE 8 Conc 162.15 3 3 GM07244 MH 1093 10.7 MH 6543 11.2 Index Ave NE 8 Conc 63.30 2 2 GM01394 MH 0889 12.3 MH 0888 8.5 Index Ct NE 6 Conc 254.00 8 1 7 GM01395 MH 0890 10.5 MH 0889 12.3 Index Ct NE 6 Conc 213.65 4 4 GM06401 FIT 162 11.0 MH 0888 8.5 Index Ct NE 6 Conc 150.25 4 4 GM00053 MH 1117 8.4 MH 1116 9.5 Index PI NE 8 Conc 198.20 5 5 GM00164 MH 1103 8.9 MH 1102 7.2 Index PI NE 8 Conc 227.90 5 5 GM00054 MH 1118 7.9 MH 1117 8.4 Index PI/Esmt 8 Conc 59.15 0 0 GM00178 MH 1119 8.7 MH 1118 7.9 Index PI/Esmt 8 Conc 37.10 0 0 GM00179 MH 1120 10.2 MH 1119 8.7 Index PI/Esmt 8 Conc 183.65 5 5 GM00244 MH 1106 9.8 MH 1105 12.2 Jefferson Ave NE 8 Conc 388.60 11 11 GM00245 MH 1107 9.8 MH 1102 8.9 Jefferson Ave NE 8 Conc 298.30 5 5 r:nmmantc Repair offset joint approx. 5' upstream of MH0664 -- Abandon tap at 17.1' & 168.4' downstream of MH0655 Abandon taps at 9.2', 59.2' & 94.9' downstream of MHO807 -- Abandon tap at 172.4' downstream of MHO822 Replace tee 73' downstream of MH1095 ` - Install new MH approx. 149' upstream of MH0888 --- Page 1 of 3 Sanitary Sewer Main Rehabilitation List Asset # U/S MH Depth D/S MH Depth Street Size Material Length GM00246 MH 1108 7.6 MH 1107 9.8 Jefferson Ave NE 8 Conc 266.35 GM00254 MH 1109 5.6 MH 1108 7.6 Jefferson Ave NE 8 Conc 51.00 GM01398 MH 0893 10.1 MH 0892 9.7 Jefferson Ave NE 8 Conc 276.70 GM06883 MH 0901 8.4 MH 0480 8.5 Jefferson Ave NE 8 Conc 150.90 GM06885 MH 0903 8.4 MH 0904 9.3 Jefferson Ave NE 8 Conc 173.25 GM06886 MH 0904 9.3 MH 0906 9.3 Jefferson Ave NE 8 Conc 200.35 GM06887 CO 579 3.5 MH 0904 9.3 Jefferson Ave NE 8 Conc 368.20 GM06888 MH 0906 9.3 MH 0478 8.7 Jefferson Ave NE 8 Conc 180.90 GM01405 MH 0452 11.5 MH 0875 9.4 Kirkland Ave NE 8 Conc 337.25 GM01406 MH 0453 10.1 MH 0452 11.5 Kirkland Ave NE 8 Conc 337.05 GM01407 MH 0454 10.1 MH 0453 10.1 Kirkland Ave NE 8 Conc 282.45 GM01408 MH 0455 7.6 MH 0454 10.1 Kirkland Ave NE 8 Conc 279.25 GM01409 MH 0456 8.7 MH 0455 7.6 Kirkland Ave NE 8 Conc 379.85 GM06012 MH 0876 9.4 MH 0875 9.1 Lynnwood Ave NE 8 Conc 287.25 GM06013 MH 0877 8.7 MH 0876 9.1 Lynnwood Ave NE 8 Conc 330.65 GM06014 MH 0878 13.0 MH 0877 8.7 Lynnwood Ave NE 8 Conc 181.50 GM06015 MH 0879 10.3 MH 0878 13.0 Lynnwood Ave NE 8 Conc 361.30 GM06016 MH 0880 10.8 MH 0879 10.3 Lynnwood Ave NE 8 Conc 339.80 GM04734 MH 4943 5.3 MH 0756 7.8 Monroe Ave NE 8 Conc 464.70 GM05166 MH 5177 5.2 MH 4943 5.3 Monroe Ave NE 8 Conc 357.35 GM00136 MH 0479 8.5 MH 0478 8.7 NE 10th St 8 Conc 139.85 GM06881 MH 0480 8.5 MH 0479 8.5 NE 10th St 8 Conc 127.55 GM00135 MH 0478 8.7 MH 0474 9.6 NE 10th SUEsmt 8 Conc 278.25 GM06916 MH 0755 7.2 MH 0754 6.1 NE 4th St 8 Conc 242,30 GM06917 MH 0756 7.8 MH 0755 7.2 NE 4th St 8 Conc 476.65 GM00137 MH 0855 7.5 MH 0856 7.6 NE 5th PI 8 Conc 211.00 GM00157 MH 0852 9.2 MH 0853 9.1 NE 5th PI 8 Conc 256.00 GM00174 MH 1096 11.0 MH 1097 9.6 NE 5th PI 8 Conc 213.45 GM00175 MH 1097 9.6 MH 0852 9.1 NE 5th PI 8 Conc 144.30 GM00176 MH 1121 9.5 MH 1116 11.7 NE 5th PI 8 Conc 339.60 GM00177 MH 1122 11.7 MH 1121 10.8 NE 5th PI 8 Conc 153.75 GM00180 MH 1116 9.5 MH 1115 6.1 NE 5th PI 8 Conc 127.95 GM00259 MH 1115 6.1 MH 1096 11.0 NE 5th PI 8 Conc 138.50 GM00130 MH 0860 8.5 MH 0861 8.0 NE 6th PI 8 Conc 149.65 GM00131 MH 0861 7.5 MH 0862 8.5 NE 6th PI 8 Conc 144.45 GM00140 MH 0858 11.1 MH 0857 16.7 NE 6th PI 8 Conc 135.20 GM00141 MH 0859 8.3 MH 0858 11.1 NE 6th PI 8 Conc 181.40 GM00162 MH 1101 8.2 MH 0848 10.4 NE 6th PI 8 Conc 209.70 GM00168 MH 0863 7.5 MH 0862 7.5 NE 6th PI 8 Conc 284.65 GM05341 MH 0647 7.2 MH 0648 10.2 NE 6th PI 8 Conc 171.50 GM05342 MH 0648 10.2 MH 0649 12.4 NE 6th PI 8 Conc 149.30 GM05345 MH 0649 12.4 MH 0650 10.1 NE 6th PI 8 Conc 227.50 GM05347 MH 0650 10.1 MH 0651 8.7 NE 6th PI 8 Conc 165.80 GM05348 MH 0651 8.7 MH 0449 7.1 NE 6th PI 8 Conc 221.20 GM06400 MH 1102 8.9 MH 1101 8.2 NE 6th PI 8 Conc 263.95 GM00242 MH 1104 9.6 MH 1099 10.5 NE 6th St 8 Conc 361.55 GM00243 MH 1105 12.2 MH 1104 9.6 NE 6th SUEsmt 8 Conc 223.70 GM06444 MH 6072 13.2 MH 6080 6.8 NE 7th St 21 Conc 113.85 GM06445 MH 6080 6.8 MH 0695 5.9 NE 71h St 21 Conc 217.90 GM01393 MH 0888 8.5 MH 0887 10.0 NE 8th PI 8 Conc 246.50 GM01396 MH 0891 8.2 MH 0888 8.5 NE 8th PI 8 Conc 300.40 GM01397 MH 0892 9.7 MH 0891 8.2 NE 8th PI 8 Conc 225.50 GM01756 MH 0677 11.0 MH 0676 9.7 NE 8th PI 8 Conc 133.70 GM01757 MH 0678 7.0 MH 0677 11.0 NE 8th PI 8 Conc 72.00 GM01758 MH 0679 6.2 MH 0678 7.0 NE 8th PI 8 Conc 366.40 GM00125 MH 0872 7.4 MH 0871 10.5 NE 8th St 8 Conc 288.50 GM00126 MH 0873 9.3 MH 0872 7.4 NE 8th St 8 Conc 301.25 GM00127 MH 0874 10.3 MH 0873 9.3 NE 8th St 8 Conc 208.05 GM00128 MH 0875 9.4 MH 0874 10.3 NE 8th St 8 Conc 279.75 GM01760 MH 0681 7.2 MH 0676 9.7 NE 8th St 8 Conc 352.60 GM06440 MH 0676 9.7 MH 6078 14.3 NE 8th St 8 Conc 256.65 GM01748 MH 0667 16.5 MH 0668 18.6 NE 9th PI 10 Conc 128.65 Total Taps Capped 8 1 8 3 2 5 8 3 6 9 5 8 11 6 9 7 13 11 14 15 1 2 12 12 7 5 5 3 1 12 3 4 1 4 2 3 6 4 8 5 7 6 7 11 5 9 5 1 5 10 8 5 4 5 13 10 10 9 8 18 8 3 Active Taps 8 0 8 1 0 1 5 0 6 9 3 6 7 6 9 7 13 11 1 0 0 0 12 1 0 3 5 3 1 11 3 4 1 4 2 3 6 4 8 5 7 5 6 10 5 9 5 1 3 6 8 5 4 3 13 10 10 9 8 12 5 3 Comments Abandon tap at 40.9' upstream of MH1108 vOj Abandon taps at 39.3 & 59.7' downstream of MH0901 Abandon all taps Abandon taps at 36.9', 103.4', 109.6', & 136.8' downstream of MH0904 - New MH to be set at 180'; abandon taps at 60.8', 103.2' & 170.3' upstream of MH 904 - - Abandon all taps Abandon Taps at 85.3' & 112.1' downstream of MH0454 Abandon Taps at 84.6' & 196.5' downstream of MH0455 -- Abandon Taps a 5.55 154', 187.5' & 266.6' upstream of MH0455 -- Large hole in pipe 157.75' upstream of MH0879 --- Reinstate tap at 226.6' downstream of MH4943 (Abandon all other taps) Abandon all taps Abandon tap Abandon all taps Reinstate tap at 237.8' downstream of MH0755 (Abandon all other taps) Abandon all taps Abandon tap at 99.5' downstream of MH0650 -- Abandon tap at 19.2' downstream of MH0888 - Replace tees at 212' & 215' downstream of MH0892 prior to CIPP ._y Page 2 of 3 Sanitary Sewer Main Rehabilitation List Asset # U/S MH Depth D/S MH Depth Street Size Material Length Total Taps Capped Active Taps GM01749 MH 0668 18.6 MH 0669 10.0 NE 9th PI 10 Conc 282.25 10 10 GM01750 MH 0669 10.0 MH 0670 9.6 NE 9th PI 10 Conc 277.60 16 5 11 GM01751 MH 0670 9.6 MH 0671 10.8 NE 9th PI 10 Conc 108.10 2 2 GM01752 MH 0671 10.8 MH 0674 10.3 NE 9th PI 10 Conc 220.05 5 5 GM01401 MH 0896 8.0 MH 6544 8.9 NE 9th St 8 Conc 189.05 7 4 3 GM01402 MH 0897 10.1 MH 0896 8.0 NE 9th St 8 Conc 173.10 6 2 2 GM01403 MH 0898 8.4 MH 0897 10.1 NE 9th St 8 Conc 214.60 6 2 GM01404 MH 0899 10.8 MH 0898 8.4 NE 9th St 8 Conc 248.15 4 2 GM00023 MH 0473 9.8 MH 0897 10.1 NE 9th SUEsmt 8 Conc 285.80 6 6 GM00057 MH 0474 9.6 MH 0473 9.8 NE 9th SUEsmt 8 Conc 253.40 7 1 6 GM00132 MH 0475 9.5 MH 0474 9.6 NE 9th SUEsmt 8 Conc 118.35 3 3 GM00133 MH 0476 11.9 MH 0475 9.5 NE 9th SUEsmt 8 Conc 167.20 5 5 GM03960 MH 3034 6.9 MH 3042 7.6 Talbot Rd S 8 Conc 134.00 2 2 GM03961 MH 3042 7.6 MH 3043 8.0 Talbot Rd S 8 Conc 103.65 1 1 GM03962 MH 3043 8.0 MH 3044 7.8 Talbot Rd S 8 Conc 230.30 2 2 GM04116 MH 3016 5.5 MH 3011 10.5 Talbot Rd S 8 Conc 356.65 1 1 GM04117 MH 3017 5.5 MH 3016 5.5 Talbot Rd S 8 Conc 358.60 1 1 GM04118 MH 3018 6.1 MH 3017 5.5 Talbot Rd S 8 Conc 258.55 1 1 GM04134 MH 3034 6.9 MH 3018 6.1 Talbot Rd S 8 Conc 101.10 1 1 Total Taps to be Reinstated Total Footage Per Pipe Diameter 6' 690.20 8" 30,727.44 10" 1,372.35 21 " 331.75 Overall total footage 33.121.74 736 Comments Abandon taps at 82.2' & 118' downstream of MH0897 - 'y7 Abandon taps at 497.7' upstream of MH6898 Abandon taps at 12', & 84.5' downstream of MH0899 19-7. 7` v Page 3 of 3 Insit(Iklm Video Table of Contents ��"` Lort-ct■-�. �5 - ..5 Pvc,E f Ga4 Project Number: 202249 RENTON WA RENTON HIGHLANDS PH1 \ Package 1 Media Number 01 Manhole Inspect Type Up Stream Down Stream Diameter Length Pipe / Material Type L4.TER, Shot Seg PRE 822 821 08 233 a7 Reinforced Concrete Pipe 5 1 1 POST 822 821 08 233 CIPP-ILS 1 1 PRE 821 820 08 273 Reinforced Concrete Pipe 1 2 POST 821 820 08 273 CIPP-ILS 9 1 2 PRE 805 806 08 281 Reinforced Concrete Pipe 2 3 POST 805 806 08 281 ✓ CIPP-ILS V 2 3 PRE 807 806 08 311 Reinforced Concrete Pipe 3 4 POST 807 806 08 311 CIPP-ILS ' 3 4 PRE 806 809 08 330 Reinforced Concrete Pipe 4 5 POST 806 809 08 330 CIPP-ILS to 4 5 PRE 809 812 08 72 Reinforced Concrete Pipe 4 6 POST 809 812 08 72 &1 CIPP-ILS r 4 6 PRE 812 813 08 300 Reinforced Concrete Pipe 4 7 POST 812 813 08 300 ZrS CIPP-ILS % 4 7 PRE 666 667 08 154 ✓ Reinforced Concrete Pipe 5 8 POST 666 667 08 154 +t€4 CIPP-ILS 5 8 PRE 667 668 10 123 ; Reinforced Concrete Pipe 6 9 POST 667 _ 668 10 123 CIPP - Air Inversion Steam 3 6 9 PRE 668 669 10 279 ✓ Reinforced Concrete Pipe 7 — _ 10 POST_ 668_ _ 669 10 279 CIPP - Air Inversion Steam f� 7 10 PRE 669 670 10 272 Reinforced Concrete Pipe _ -- _ 7 11 PnQT 669 670 10 272 CIPP - Air Inversion Steam t 7 11 670 671 10 104 ✓ Reinforced Concrete Pipe 8 12 PU,>T 670 671 10 104 CIPP - Air Inversion Steam Z 8 12 PRE 671 674 10 216 Reinforced Concrete Pipe 8 13 POST 671 -- 674 10 216 -____---..-- CIPP - Air Inversion Steam s 8 13 PRE 833 832 08 257 -------------� Reinforced Concrete Pipe -------------------_.— 9 14 POST 833 832 08 257 J CIPP-ILS 9 14 PRE 834 835 08 153 Reinforced Concrete Pipe 10 15 POST 834 835 08 153 f CIPP-ILS _ 10 15 PRE 835 836 08 33 Reinforced Concrete Pipe 10 16 POST 835 836 08 33 '� CIPP-ILS Z 10 16 PRE 837 836 t Reinforced Concrete Pipe 11 17 POST — 837 ----836 — 351 34i CIPP - Air Inversion Steam S 11 17 PRE 840 839 08 377 Reinforced Concrete Pipe 12 18 POST 840 839 08 377 CIPP-ILS b 12 18 PRE 839 738 08 341 $ Reinforced Concrete Pipe 12 19 POST 839 738 08 341 CIPP-ILS L 12 19 PRE 663 664 08 395 �� Reinforced Concrete Pipe 13 20 POST _ 663 _ 664 _ 08 395 CIPP-ILS fa 13 20 PRE 655 654 08 244 Reinforced Concrete Pipe _ 14 _ 21 POST 655 654 08 244 .. CIPP-ILS 14 21 PRE 654 653 08 87 s5 Reinforced Concrete Pipe 14 22 POST 654 653 08 87 CIPP-ILS 14 22 PRE 656 6077 08 271 Reinforced Concrete Pipe 15 23 POST 656 6077 08 271 CIPP-ILS 7 15 23 PRE 680 679 08 142 Reinforced Concrete Pipe 16 24 Pr`^T 680 679 08 142 ✓ CIPP-ILS ¢ 16 24 679 678 08 360 Reinforced Concrete Pipe 17 25 P06T 679 678 08 360 CIPP - Air Inversion Steam 13 17 25 PRE 678 677 08 70 Reinforced Concrete Pipe 17 26 POST 678 677 08 70 CIPP - Air Inversion Steam 3 17 26 PRE 677 676 08 131 Reinforced Concrete Pipe 18 27 POST 677 676 -08-- 131 CIPP-ILS 18 27 PRE 676 6078 08 251 Reinforced Concrete Pipe _ 19 28 VIA v POST 676 6078 08 251 .i CIPP-ILS ` 19 28 PRE 681 676 08 349 Reinforced Concrete Pipe 19 29 POST 681 676 08 3497 CIPP-ILS 11 19 29 PRE co 579 904 08 180 Reinforced Concrete Pipe 20 30 POST co 579 904 08 180 11740 CIPP-ILS_ 3 20 30 PRE 903 904 08 172 _ Reinforced Concrete Pipe 21 31 ' 903 904 08 172 CIPP-ILS 0 21 31 1 904 906 08 198 _ Reinforced Concrete Pipe 22 32 POST 904 906 08 198 CIPP-ILS 22 32 PRE 906 478 08 186 Reinforced Concrete Pipe 22 33 POST _ 906 478 08 186 1$) CIPP-ILS �_ 22 33_ PRE 901 480 08 149 1477 Reinforced Concrete Pipe _ _ 23 34 POST _ 901 480 08 149 CIPP-ILS I 2_3 34 PRE 480 479 08 127 _ Reinforced Concrete Pipe 24 35 POST 480 479 08 127 CIPP-ILS v 24 35 PRE 479 478 08 135 Reinforced Concrete Pipe 24 36 POST 479 478 08 135 CIPP-ILS 24 36 PRE 478 474 08 275 Reinforced Concrete Pipe 25 37 POST 478 474 08 275 CIPP-ILS I 25 37 PRE 476 475 08 161 Reinforced Concrete Pipe 26 38 POST 476 475 08 161 CIPP - Air Inversion Steam 4' 26 38 PRE 475 474 08 114 Reinforced Concrete Pipe 26 39 POST ------ 475 ----- 474 -------------- 08 114 CIPP - Air Inversion Steam 26 39 PRE 474 474 473 08 249 - Reinforced Concrete Pipe 27 40 POST 474 473 08 249 CIPP-ILS 27 40 PRE 473 897 08 281 Reinforced Concrete Pipe 27 41 POST 473 897 08 281 CIPP-ILS (0 27 41 PRE 899 898 08 242 Reinforced Concrete Pipe 28 42 POST 899 898 08 242 CIPP - Air Inversion Steam Z. 28 42 PRE 898 897 08 214 Reinforced Concrete Pipe 28 43 POST 898 897 08 214 CIPP - Air Inversion Steam 3 28 43 PRE 897 896 08 171 Reinforced Concrete Pipe 29 44 ' 897 896 08 171 CIPP - Air Inversion Steam 1- 896 6544 08 183 Reinforced Concrete Pipe ________29 29 _ _44 45 POST 896 6544 08 183 CIPP - Air Inversion Steam 3 29 45 PRE 456 455 08 375 Reinforced Concrete Pipe 30 46 POST 456 455 08 375 CIPP-ILS (0 30 46 PRE 455 454 08 274 Reinforced Concrete Pipe 30 47 POST 455 454 08 274 CIPP-ILS PRE 454 453 08 277 Reinforced Concrete Pipe 31 48 POST 454 453 08 277 CIPP-ILS 3 31 48 PRE 453 452 08 335 Reinforced Concrete Pipe 31 49 POST 453 452 08 335 CIPP-ILS % 31 49 PRE 452 875 08 330 Reinforced Concrete Pipe 32 50 POST 452 — -- 875 — — 08 330 CIPP-ILS 32 50 PRE 880 879 08 336 Reinforced Concrete Pipe 33 51 POST 880 879 08 336 CIPP-ILS 33 51 PRE 879 878 08 358 Reinforced Concrete Pipe 33 52 POST 879 878 08 358 CIPP-ILS IZ 33 52 PRE 878 877 08 179 Reinforced Concrete Pipe 34 53 POST 878 877 08 179 CIPP-ILS 8 34 53 PRE 877 876 08 325 Reinforced Concrete Pipe 34 54 POST 877 876 08 325 CIPP-ILS 9 34 54 PRE 876 875 08 283 Reinforced Concrete Pipe 35 55 POST 876 __875 08 283 CIPP-ILS 40 35 55 PRE 875 874 08 276 Reinforced Concrete Pipe 35 56 POST 875 874 _ 08 276 CIPP-ILS S 35 56 PRE 874 873 08 206 _ Reinforced Concrete Pipe 36 57 874 873 08 206 CIPP-ILS 9 36 57 F. 873 872 08 297 Reinforced Concrete Pipe 36 58 POST 873 872 08 297 CIPP-ILS 36 58 PRE 872 871 08 283 Reinforced Concrete Pipe — 37 59 POST 872 871 08 283 CIPP-ILS 199 37 59 PRE 893 892 08 270 ,a Reinforced Concrete Pipe 38 60 POST 893 — . _ 892 - - -- 08 270 CIPP-ILS $ 38 60 -TIo m- 1.-6T-LAtrS TH is FPwGE = 1 Ff1- --- PRE 892 891 POST 892 891 PRE 891 888 POST 891 888 PRE fit 162 888 POST fit 162 888 890 889 P— i 890 889 PRE 889 888 POST_ 889 888 PRE _ 888 887 POST 888 887 PRE 887 871 POST 887 871 PRE 871 847 - - 871 847 -POST PRE 847 -- - — 849 POST_ 847 849 PRE 1109 - -- ----1108 -- POST 1109 1108 PRE 1108 1107 POST 1108 1107 PRE -- -- 1107 --- _ - 1102 POST 1107 1102 PRE --_— - 1103 1102 - POST 1103 1102 PRE — POST PRE — -- POST PRE - POST -----..--, POST PRE POST PRE POST PRE -- ... POST PRE POST PRE POST PRE POST PRE POST_ PRE POST PRE POST_ PRE DUCT POST PRE POST Pu, i PRE POST PRE POST PRE 1102 l i nli ..Vl 44n4 o�+o 848 _ 850 850 851 851 1106 1106 1105 1105 1104 1104 1100 1100 _ - 1099 - 1099 -_-1120 — 1120 1119 1119 1118 1118 -- 1117 — 1117 - — 1122 — 1122 _- 1121 - __ - 1121 1116 1116----.- -- 1115 1115 741 — 741 5201 1101 1101 --- 848 - - 848 -- 850 850 - 851 851 852 852 1105 _1105 1104 1104 1099 1099 1099 1099 1096 1096 1119 1119 — 1118 _ 1118 1117 -- 1117 --- 1116 _ 1116 1121 1121 1116 1116 1115 1115 1096 1096 1093 1093 1093 08 223 Reinforced Concrete Pipe Co 39 08 223 CIPP- ILS 39 08 298 Reinforced Concrete Pipe 39 08 298 CIPP-ILS 39 06 150 Reinforced Concrete Pipe 40 06 150 CIPP-ILS 3 40 06 214 Reinforced Concrete Pipe 41 06 214 CIPP-ILS 4- 41 06 254 Reinforced Concrete Pipe 41 06 254 CIPP-ILS % 41 08 244 Reinforced Concrete Pipe 42 08 244 CIPP-ILS 4- 42 08 374 Reinforced Concrete Pipe 43 08 374 CIPP-ILS 2 43__ 08 265 Reinforced Concrete Pipe 43 08 265 CIPP-ILS Z- 43 08 296 Reinforced Concrete Pipe 44 08 296 CIPP-ILS Sr 44 08 48 Reinforced Concrete Pipe 45 08 48 CIPP-ILS 45 08 263 Reinforced Concrete Pipe $ 45 08 263 CIPP-ILS 45 08 294 Reinforced Concrete Pipe 45 08 294 CIPP-ILS '� 45 08 223 Reinforced Concrete Pipe 46 08 223 CIPP-ILS s 46 08 261 Reinforced Concrete Pipe 47 08 261 CIPP-ILS s 47 08 205 Reinforced Concrete Pipe 47 08 205 CIPP-ILS_ ¢ 47 08 298 Reinforced Concrete Pipe 48 08 298 CIPP-ILS % 48 08 307 Reinforced Concrete Pipe 48 08 307 CIPP-ILS !Z 48 08 164 Reinforced Concrete Pipe 49 08 164 CIPP-ILS 1 49 08 381 Reinforced Concrete Pipe 50 08 381 CIPP-ILS 50 08 220 Reinforced Concrete Pipe 51 08 220 CIPP-ILS 51 08 355 Reinforced Concrete Pipe 51 08 355 CIPP-ILS 9 51 08 398 Reinforced Concrete Pipe 52 08 398 CIPP-ILS �2 52 08 203 Reinforced Concrete Pipe 52 08 203 CIPP-ILS 52 08 173 Reinforced Concrete Pipe 53 08 173 CIPP - Air Inversion Steam S 53 08 34 Reinforced Concrete Pipe 53 08 34 CIPP - Air Inversion Steam O 53 08 55 Reinforced Concrete Pipe 54 08 55 CIPP - Air Inversion Steam 54 08 192 Reinforced Concrete Pipe 54 08 192 CIPP - Air Inversion Steam S 54 08 149 Reinforced Concrete Pipe 55 08 149 CIPP - Air Inversion Steam 3 55 08 336 Reinforced Concrete Pipe 55 08 336 CIPP - Air Inversion Steam 55 08 126 Reinforced Concrete Pipe 56 08 126 CIPP - Air Inversion Steam 4' 56 08 134 Reinforced Concrete Pipe 56 08 134 CIPP - Air Inversion Steam 56 08 158 Reinforced Concrete Pipe '3 57 08 158 CIPP-ILS 57 06 72 Reinforced Concrete Pipe 58 ToTAt- LATeR.► L-S -rw j s PAGE t [CPS 61 61 62 62 63 63 64 64 65 65 66 66 67 67 68 68 69 69 70 70 71 74 72 73 73 74 74 -- -- 75 __ 75 76 76 77 77 78 78 79 79 80 80 -- 81 81 - ---- 82 82 83 83 _- ___ 84 84 85 85 86 86 87 87 ----... 88 89 88 89 90 91 90 91 92 92 93 POST 5201 PRE 1093 POST 1093 PRE 6543 POST 6543 PRE 1094 1094 P. - 1095 POST 1095 PRE _- 1096 POST 1096 PRE 1098 POST 1098 PRE 1097 POST 1097 PRE 852 or%eT 852 I"I POST PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST_ PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST PRE POST PRF M Fh� POST PRE POST PRE POST 844 - - 844 870 --- - 870 869 869 _ 868 868 867 867 866 866 865 865 864 864 -- ----- -645 -- 645 - 646 646 647 647 648 - 6481. 649 _______649 - 650 _________650 651 651 859 859 858 855 855 856 Aga -1 — 857 642 642 643 643_ 644 644 863 863 1093 6543 6543 1094 1094 1095 1095 1096 - 1096 1097 1097 1097 1097 852 852 853 85_3 843 843 _ --- --- 869 - 869 — 868 868 866 866 866 866 865 865 - 864 _ 864 ---645 --- _-_645 - 646 646 648 648 -- - 648 --- 648 649 649 650 650 651 449 449 858 - 858 857 857 856 -- - 856 857 857 642 642 643 643 644 644 650 650 862 862 06 72 CIPP-ILS / 58 93 08 61 Reinforced Concrete Pipe 59 94 08 61 CIPP-ILS 2 59 94 08 168 Reinforced Concrete Pipe 59 95 08 168 CIPP-ILS 4- 59 95 08 244 Reinforced Concrete Pipe 59 96 08 244 CIPP-ILS % 59 96 08 323 _ _ Reinforced Concrete Pipe 60 97 08 323 CIPP-ILS 8 60 97 08 213 Reinforced Concrete Pipe 61 98 08 213 CIPP-ILS 3 61 98 08 335 Reinforced Concrete Pipe 62 99 08 335 CIPP-ILS 62 99 08 141 Reinforced Concrete Pipe 63 100 08 141 CIPP-ILS 63 100 08 249 Reinforced Concrete Pipe 63 101 08 249 CIPP-ILS $ 63 101 08 238 Reinforced Concrete Pipe 64 102 08 238 CIPP-ILS 4' 64 102 08 115 Reinforced Concrete Pipe 66 104 OS 115 CIPP-ILS 4- 66 104 08 247 Reinforced Concrete Pie 66 105 08 247 _CIPP-ILS 7 66 105 08 179 Reinforced Concrete Pipe 67 106 08 179 CIPP-ILS ¢ 67 106 08 155 Reinforced Concrete Pipe 68 107 08 155 CIPP-ILS ¢ 68 107 08 164 Reinforced Concrete Pipe 69 108 08 164 CIPP-ILS ¢' 69 108 08 179 Reinforced Concrete Pipe 69 109 08 179 CIPP-ILS S 69 109 08 202 Reinforced Concrete Pipe 69 110 08 202 CIPP-ILS 69 110 08 206 Reinforced Concrete Pipe 70 111 08 206 CIPP - Air Inversion Steam 8 70 111 08 197 Reinforced Concrete Pipe 70 112 08 197 CIPP - Air Inversion Steam 7 70 112 08 170 Reinforced Concrete Pipe 71 113 08 170 CIPP-ILS s 71 113 08 148 Reinforced Concrete Pipe 71 114 08 148 CIPP-ILS 71 114 08 224 Reinforced Concrete Pipe 71 115 08 224 CIPP-ILS S 71 115 08 166 Reinforced Concrete Pipe 72 _ 116 08 166 CIPP-ILS 72 116 08 218 Reinforced Concrete Pipe 72 117 08 218 CIPP-ILS IO 72 117 08 174 Reinforced Concrete Pipe 73 118 08 174 CIPP - Air Inversion Steam i0 73 118 08 131 Reinforced Concrete Pipe 73 119 08 131 CIPP_- Air Inversion Steam 3 73 119 08 207 Reinforced Concrete Pipe 74 120 08 207 CIPP - Air Inversion Steam 3 74 120 08 309 Reinforced Concrete Pipe 74 121 08 309 CIPP - Air Inversion Steam (i 74 121 08 217 Reinforced Concrete Pipe 75 122 08 217 CIPP-ILS 40 75 122 08 236 Reinforced Concrete Pipe 75 123 08 236 CIPP-ILS 75 123 08 275 Reinforced Concrete Pipe 76 124 08 275 CIPP-ILS �y r 76 124 08 391 Reinforced Concrete Pipe 76 125 08 391 CIPP-ILS 76 125 08 278 Reinforced Concrete Pipe 77 126 08 278 CIPP-ILS g 77 126 idrA� L.mswm_-TT c Pac_C = 1$5' PRE • - , 860 861 08 147 Reinforced Concrete Pipe ¢ 78 127 POST 860 861 08 147 CIPP - Air Inversion Steam 78 127 PRE 861 862 08 139 Reinforced Concrete Pipe 78 128 POST 861 862 08 139 CIPP - Air Inversion Steam z 78 128 PRE 862 853 08 237 Reinforced Concrete Pipe 79 129 POST 862 853 08 237 CIPP-ILS 3 79 129 6072 6080 21 117 Reinforced Concrete Pipe 80 130 1-- f 6072 6080 21 117 CIPP - Air Inversion Steam 80 130 PRE 6080 695 21 224 Reinforced Concrete Pipe 80 131 POST 6080 695 21 224 CIPP -Air Inversion Steam 3 80 131 PRE 5177 4943 08 355 Reinforced Concrete Pipe 81 132 POST 5177 4943 08 355 CIPP-ILS 81 132 PRE 4943 756 08 458 Reinforced Concrete Pipe 82 133 POST 4943 756 08 458 CIPP-ILS 82 133 PRE 756 755 08 480 Reinforced Concrete Pipe 83 134 POST 756 755 08 480 CIPP-ILS 83 134 PRE 755 754 08 237 Reinforced Concrete Pipe 83 135 POST 755 754 08 237 CIPP-ILS 83 135 PRE 3034 3042 08 134 Reinforced Concrete Pie 84 136 POST 3034 3042 08 134 CIPP-ILS 2- 84 136 PRE 3042 3043 08 103 Reinforced Concrete Pie 84 137 POST 3042 3043 08 103 CIPP-ILS 84 137 PRE 3043 3044 08 230 Reinforced Concrete Pipe 84 138 POST 3043 3044 08 230 CIPP-ILS Z 84 138 PRE 3034 3018 08 100 Reinforced Concrete Pipe 85 139 POST 3034 3018 08 100 CIPP-ILS 85 139 PRE 3018 3017 08 256 Reinforced Concrete Pipe 85 140 POST 3018 3017 08 256 CIPP-ILS 85 140 PRE 3017 3016 08 353 Reinforced Concrete Pipe 86 141 POST 3017 3016 08 353 CIPP-ILS I 86 141 PRE 3016 3011 08 352 Reinforced Concrete Pipe 86 142 POST 3016 3011 08 352 CIPP-ILS 86 142 TrrJr` Larmal s 24- Segments Install Length Description Media Totals 141 32,250 Media Number 01 — Package Totals 141 32,250 Package 1 Grand Totals 141 32,250 1 S A ►. LA? &tisaLz rnJ S�—/� = 7Z Q Washington State TAf Department of Transportation Request for Approval of Material Contract Number FA Number Renton Highlands Sewer & Manhole SR Date 5/2412017 Section / Title of Project County Contractor Subcontractor Insituform Technologies, LLC Pro -Vac This form shall be completed prior to submittal. If this form is not complete at time of submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example For WSDOT Use Only RAM # (p Bid Material or Name and Location of Fabricator. Specification Item No. Product/Type Manufacturer or Pit Number Reference Strong Seal The Strong Company 7-25 PE/QPL Hdgtr./QPL Code Code $ Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg Cerl. of Compliance for 'Acceptance' prior to use of material. 3. Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved ❑ Yes ❑ No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment', VVSDOT Inspected' or 'Fabrication Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office, 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9, Approval Withheld: Submit samples for preliminary evaluation. 10 Approval Withheld 11. Miscellaneous Acceptance Criteria. Remarks Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer ❑ Fabrication Inspection DOT Form 350-071 EF Revised 12/2012 ❑ Region Materials ❑ State Materials Lab M/S 47365 State Materials Engineer Distribution ❑ General File ❑ Signing Inspection ❑ Other MWashington State AF Department of Transportation Request for Approval of Material Contract FA Number Renton Highlands Sewer & Manhole Section Contractor Insituform Technologies, LLC SR County Subcontractor Shoreline Construction Co. Date 5/ 17/2017 For WSDOT Use Only For assistance in completing, see Instructions and Example RAM # 2 -]:-7 Bid Material or Name and Location of Fabricator, Specification APE I Adq`�. File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. 16 & 17 Precast Manhole 48" Granite Precast 7-05.2 — 16 & 17 Manhole Prelubricated Gasket Press Seal 7-05.3 g ^ 16 & 17 Manhole Rung, tep and Hanging Lane Corp 7-05.3 Ladder — 16 & 17 Wasser Aeroshield Wassers 7-05.3(5) 2 Project Engineer Date State Materials Engineer Date i 5-17-1 - Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for 'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment' or'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11, Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Fabrication Inspection ❑ Other DOT Form 350-071 EF Revised 8/04 MWashington State APDepartmentof Transportation Request for Approval of Material Contract FA Number SR Date Renton Highlands Sewer & Manhole 5/ 18,2017 Section County Contractor Subcontractor Insituform Technologies, LLC Shoreline Construction Co. For WSDOT Use Only For assistance in completing, see Instructions and Example RAM # PE Bid Material or Name and Location of Fabricator, Specification Ap'I Adq�`l p File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No Pea Gravel Watson Asphalt - Palmer Note 5 of std PS-A-309 detail 405 13 CSTC Watson Asphalt - Palmer 9-03.9(3) PS-A-309 0 Project Engineer Date State Materials Engineer Date - Jvp,�J — I% -- Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved. Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment' or'WSDOT Inspected' material shall be used 6. Conditionally Approved. Submit Materials Certificate of Origin to Project Engineer 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action 8. Source Approved. 9. Approval Withheld: Submit samples for preliminary evaluation. 10 Approval Withheld: 11 Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Fabrication Inspection ❑ Other DOT Form 350-071 EF Revised 8/04 Contractor Insituform Technologies, LLC Washington State �, Department of Transportation Request for Approval of Material Contract FA Number SR Date Renton Highlands Sewer & Manhole 5/17/2017 Section County Subcontractor Shoreline Construction Co. For WSDOT Use Only For assistance in completing, see Instructions and Example RAM # Bid Material or Name and Location of Fabricator. Specification APE I Adgrrl File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No HMA Cl 1/2" Icon Materials 5-04.3(7) g ` I Project Engineer Date State Materials Engineer Date -f- Af o or Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved. Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert of Compliance for'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Conditionally Approved Only'Approved for Shipment' or'WSDOT Inspected' material shall be used. 6. Conditionally Approved. Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending. Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab ❑ Fabrication Inspection ❑ Other DOT Form 350-071 EF Revised 8/04 MAAmIlk WashingtonState Department of Transportation Request for Approval of Material Contract FA Number SR Date Renton Highlands Sewer_& Manhole 5/18/2017 Section County Contractor Subcontractor Insituform Technologies, LLC Shoreline Construction Co. For WSDOT Use Only For assistance in completing, see Instructions and Example RAM # _ Bid Material or Name and Location of Fabricator, Specification APEr'I Adgrrl File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Olympic Foundry 7-05.2 GPK 7-17.2 Code Code No 8 _— g 16 & 17 Manhole Ring & Cover PVC Tee Stronback Coupling Fernco 7-17.2 Q Project Engineer Date State Materials Engineer Date r Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2 Conditionally Approved: Submit Mfg. Cert. of Compliance for 'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment' or'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer State Materials Engineer Distribution ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ State Materials Lab ❑ Fabrication Inspection ❑ Other DOT Form 350-071 EF Revised 8/04 PRO -VAC - MH Rehab Tracker UPDATED - 8-28-2017-LG Date Completed Depth Coated Location Manhole ID Depth location Address Street *Ties to daily log rec'd from Ralf these Qtys reconciled on 7- 14-17 8 QTY - invoice 8 QTY - invoice 170526-017 170803-025 6.6to8.0 6.6to8.0 47 QTY - invoice 24 QTY - invoice 170526-017 8.1 to 12 140803-025 8.1 to 12 8 QTY - invoice 1 QTY - invoice 170526-017 12.1 to 19 140803-025 12.1 to 19 Ready for Spraylining Spraylining Complete 05/30/2017 97' Shot 9, Seg 14 MH 0833 9.7 Lawn 916 Ferndale Cir NE 05/30/2017 9'7" Shot 10, Seg 15 MH 0834 9.7 Lawn 916 Ferndale Cir NE 05/30/2017 8'4" Shot 23, Seg 34 MH 0901 8.4 Roadway 1000 Block Jefferson Ave NE 05/31/2017 97" PV billed 0888 - should be 0892 Shot 39, Seg 61 MH 0892 9.7 Roadway 819 Jefferson Ave NE 05/31/2017 8'5" Shot 42, Seg 66 MH 0888 8.5 Behind Sidewalk 2821 NE 8th PI 05/31/2017 8'2" Shot 39. Seg 62 MH 0891 8.2 Lawn 2913 NE 8th PI 06/01/2017 1V5" Shot 32, Seg 49 MH 0452 11.5 Lawn 819 Kirkland Ave NE 06/01/2017 9'3" Daily log is 93". PV billed 10'3" Shot 36, Seg 57 MH 0874 10.3 Lawn 3005 NE 8th St 06/01/2017 93" Shot 36, Seg 58 MH 0873 9.3 Lawn 2917 NE 8th St 06/02/2017 12'2" Shot 51, Seg 80 MH 1105 12.2 Roadway 601 Jefferson Ave NE 06/02/2017 918" Shot 50, Seg 79 MH 1106 9.8 Driveway 651 Jefferson Ave NE 06/02/2017 9'8" Shot 45, Seg 72 MH 1107 9.8 Lawn Near Driveway 655 Jefferson Ave NE 06/05/2017 6'9" Shot 64, Seg 102 MH 0844 6.9 Roadway 6SO Ferndale Ct NE 06/05/2017 7'2" Shot 46, Seg 73 MH 1103 7.2 Lawn/Base of power pole 630 Index PL NE 06/OS/2017 7'6" Shot 45, Seg 71 MH 1108 7.6 Roadway 662 Jefferson Ave NE 06/05/2017 9'6" Shot 51, Seg 80 MH 1104 9.6 Lawn 2925 NE 6th St 06/06/2017 6'6" Shot 10, Seg 15 MH 0835 6.6 Lawn 908 Ferndale Cir NE 06/06/2017 107' Shot 59, Seg 94 MH 1093 10.7 Roadway 454 Index Ave NE 06/06/2017 10'1" Shot 38, Seg 60 MH 0893 10.1 Lawn 851 Jefferson Ave NE 06/07/2017 12'8" PV billed 0808 - should be 0802 Shot 2, Seg 3 MH 0806 12.8 Roadway 1157 Harrington Ave NE 06/07/2017 12'8" Shot 60, Seg 97 MH 1095 12.8 Driveway 501 Index Ave NE 06/12/2017 10,1" Shot 3, Seg 4 MH 0807 10.1 Lawn 1175 Harrington PI NE 06/12/2017 11'2" Shot 59, Seg 95 MH 6543 11.2 Roadway 454 Index Ave NE 06/12/2017 910" Shot 59, Seg 96 MH 1094 9 Driveway 463 Index Ave NE 06/13/2017 9'5" Shot 48, Seg 78 MH 0851 9.3 Roadway 568 Harrington Ave NE 06/13/2017 9'8" Shot 48, Seg 77 MH 0850 9.7 Driveway 628 Harrington Ave NE 06/13/2017 113" Shot 61, Seg 98 MH 1096 11 Roadway 513 Index Ave NE 06/14/2017 8'2" Shot 1, Seg 2 MH 0820 8.2 Lawn 1065 Grennwood Ave NE 06/14/2017 7'7" IShot 66, Seg 105 1 MH 0869 7.7 Lawn 633 Grennwood Ct NE 06/14/2017 6'6" Shot 66, Seg 104 MH 0870 6.6 Lawn 646 Grennwood Ct NE 06/14/2017 7'4" Shot 37, Seg 59 MH 0872 7.4 Lawn 2821 NE 8th St 06/15/2017 911" Shot 63, Seg 101 MH 0852 9.1 Sidewalk/West Side 2700 Block NE 5th St 06/15/2017 10'3" PV billed 0679 - should be 0879 Shot 3S, Seg 51 MH 0879 10.3 Lawn 926 Lynnwood Ave NE 06/15/2017 10'8" Daily log is 10'8" - PV billed 103" Shot 35, Seg 51 MH 0880 10.8 Roadway 1012 Lynnwood Ave NE 06/16/2017 911" Shot 35, Seg 55 MH 0876 9.1 Lawn 800 Lynnwood Ave NE 06/16/2017 13" Shot 33, Seg 52 MH 0878 13 Lawn 848 Lynnwood Ave NE 06/19/2017 10,1" Shot 30, Seg 47 MH 0454 10.1 Behind Sidewalk 908 Kirkland Ave NE 06/19/2017 10'1" Shot 31, Seg 49 MH 0453 10.1 Lawn 3011 NE 9th St 06/19/2017 10'6" Shot 28, Seg 42 MH 0899 10.8 Lawn 3011 NE 9th St 06/20/2017 10'7" Shot 1, Seg 1 MH 0821 10.7 Planter Strip 1141 Grennwood Ave NE 06/20/2017 9'8" Shot 1, Seg 1 MH 0822 9.5 Lawn 1159 Grennwood Ave NE 06/20/2017 87' Shot 34, Seg 53 MH 0877 8.7 Lawn 838 Lynnwood Ave NE 06/21/2017 87' Shot 72, Seg 117 MH 0651 8.7 Lawn 2213 NE 6th PI 06/21/2017 10'1" Shot 72, Seg 116 MH 0650 10.1 Driveway 2221 NE 6th PI 06/21/2017 12A Shot 71, Seg 115 MH 0649 12.4 Driveway 2311 NE 6th PI 06/22/2017 93" Shot 22, Seg 32 MH 0904 9.3 Behind Sidewalk 1000 Block Jefferson Ave NE 06/22/2017 93" Shot 22, Seg 32 MH 0906 9.3 Behind Curb West Side 1000 Block Jefferson Ave NE 06/22/2017 87' Shot 25, Seg 37 MH 0478 8.7 Lawn 2901 NE loth St 06/23/2017 715" PV billed 1105(6-2-17) - should be 0875. This is where the count changed Shot 35, Seg 56 MH 0875 9.4 Roadway 759 Kirkland Ave NE 06/26/2017 1119" Shot 27, Seg 41 MH 0473 9.8 Lawn 2901 NE 10th St 06/26/2017 9'6" Shot 27, Seg 40 MH 0474 9.6 Lawn 2901 NE 10th St 06/26/2017 10'6" Shot 26, Seg 39 MH 0475 9.5 Planter Strip 2901 NE 10th St 06/27/2017 11'2" Daily log is 117' - PV billed 10'2" Shot 53, Seg 84 MH 1120 10.2 Under Flower Box 559 Jefferson Ave NE 06/27/2017 9'5" Daily log is 10'5" - PV billed 10'6" Shot 55, Seg 89 MH 1116 9.5 Roadway 2913 NE 5th PI 06/27/2017 1V2" Shot 55, Seg 89 MH 1121 11.7 Lawn 2935 NE 5th PI 06/28/2017 10'5" Shot 52, Seg 83 MH 1099 10.5 Lawn 555 Index Ave NE 06/28/20171 1011" PV billed 1099 twice - should be 1100 IShot S2, Seg 82 MH 1100 10.1 Lawn 633 Index Ave NE 06/28/2017 1018" Shot 55, Seg 88 MH 1122 10.8 Roadway 475 NE 5th PI 06/29/2017 12'4" Shot 4, Seg 6 MH 0812 12.4 Behind Sidewalk 1127 Harrington Ave NE 06/29/2017 8'2" Shot 47, Seg 75 MH 1101 8.2 Roadway 663 Index Ave NE 06/29/2017 10'4" Shot 47, Seg 75 MH 0848 10.4 Lawn 2801 NE 6th PI 06/30/2017 18'6" Shot 7, Seg 10 MH 0668 18.6 Driveway 2404 NE 9th PI 06/30/2017 07/03/2017 1615" 6'5" Shot 6, Seg 9 Shot 44, Seg 69 MH 0667 MH 0849 16.5 6.5 Driveway Lawn 2412 651 NE 9th PI Harrington Ave NE 07/03/2017 10'5" Shot 43, Seg 68 MH 0871 10.5 Lawn 802 Harrington Ave NE 07/03/2017 10'0" Shot 43, Seg 67 MH 0887 10 Behind West Sidewalk 820 Harrington Ave NE 07/10/2017 6'1" Shot 56, Seg 90 MH 1115 6.1 Roadway 2906 NE 5th PI 07/10/2017 103" Shot 8, Seg 13 MH 0674 10.3 Roadway 2200 NE 9th PI 07/10/2017 8'4" Shot 28, Seg 43 MH 0898 8.4 Roadway 2900 Block NE 9th St 07/11/2017 1115" Shot 44, Seg 69 MH 0847 11.5 Roadway 683 Harrington Ave NE 07/11/2017 8'6" Shot 24, Seg 36 MH 0479 8.5 Roadway 2901 NE loth St 07/11/2017 8'7" Shot 24, Seg 35 MH 0480 8.5 Roadway 2901 NE 10th St 07/12/2017 1412" Shot 2, Seg 3 MH 0805 13.9 Roadway 1170 Harrington Ave NE 07/12/2017 87" Shot 30, Seg 56 MH 0456 8.7 Roadway 1022 Kirkland Ave NE 07/12/2017 93" Shot 11, Seg 17 MH 0837 9.3 Lawn 2519 NE 9th St 07/13/2017 87" IShot 30, Seg 46 MH 0455 7.6 Sidewalk/West Side 926 Kirkland Ave NE 07/13/2017 8-0" IShot 29, Seg 44 MH 0896 8 Lawn 2900 Block NE 9th St 07/13/2017 107 IShot 29, Seg 44 MH 0897 10.1 Lawn 2900 Block NE 9th St 07/14/2017 8'5" Shot 78, Seg 127 MH 0861 8.5 Lawn 2609 NE 6th PI 07/14/2017 7'5" Shot 78, Seg 128 MH 0862 7.5 Lawn 2701 NE 6th PI 07/14/2017 715" Shot 77, Seg 126 MH 0863 7.5 Lawn 2717 NE 6th PI 07/17/2017 10-8" Shot 8, Seg 13 MH 0671 10.8 Lawn 2194 NE 9th PI 07/17/2017 9'6" Shot 7, Seg 11 MH 0670 9.6 Driveway 2206 NE 9th PI 07/17/2017 10'0" Shot 7, Seg 11 MH 0669 10 Driveway 2308 NE 9th PI 07/24/2017 83" Shot 67, Seg 106 MH 0866 8.3 Roadway 635 Ferndale Ave NE 07/24/2017 11,1" Shot 68, Seg 107 MH 0867 11.1 Lawn 640 Ferndale PL NE 07/24/2017 8'3" Shot 65, Seg 103 MH 4940 8.3 Lawn 644 Ferndale PL NE 07/2S/2017 8'0" Shot 69, Seg 109 MH 0864 8 Roadway 611 Edmonds Ave NE 07/25/2017 11'S" Shot 67, Seg 106 MH 0868 11.5 Driveway 621 Ferndale Ave NE 07/25/2017 9'3" Shot 69, Seg 108 MH 0865 9.3 Lawn 643 Ferndale Ave NE 07/27/2017 9'7" Shot 69, Seg 110 MH 0645 9.7 Lawn 659 Dayton Ave NE 07/27/2017 10'2" Shot 70, Seg 111 MH 0646 10.2 Lawn 675 Dayton Ave NE 07/27/2017 10'2" Shot 71, Seg 114 MH 0648 10.2 Roadway 2319 NE 6th PI 07/28/2017 8'6" Shot 58, Seg 93 MH S201 8.6 Roadway 443 Index Ave NE 07/28/2017 7'2" I IShot 71, Seg 113 MH 0647 7.2 Roadway 2411 NE 6th PI 07/28/2017 08/18/2017 67" 910" 1 Shot 5, Seg 8 Shot 75, Seg 122 MH 0666 MH 0642 6.7 9 1 Lawn Lawn 2424 609 NE 9th PI Camas Ave NE 08/18/2017 10'2" Shot 75, Seg 123 MH 0643 10.1 Lawn 625 Camas Ave NE 08/18/2017 10'2" Shot 76, Seg 124 MH 0644 10.1 Lawn 633 Camas Ave NE 08/17/2017 10'2" Shot 15, Seg 23 MH 0656 10.2 Lawn 804 Camas Ave NE 08/16/2017 7'0" Shot 16, Seg 24 MH 0680 7 Lawn/Under Shrub '807 Camas Ave NE 08/17/2017 6'9" Shot 14, Seg 21 MH 0654 6.9 Lawn 755 Dayton Ave NE 08/17/2017 8'0" Shot 14, Seg 21 MH 0655 8 Lawn 803 Dayton Ave NE 08/16/2017 77' Shot 13, Seg 20 MH 0663 7.7 Driveway 811 Dayton Ave NE 08/23/2017 167' Shot 75, Seg 122 MH 0857 16.7 Roadway 605 Edmonds Ave NE 08/22/2017 8'2" Shot 12, Seg 18 MH 0840 8.2 Lawn 759 Edmonds Ave NE 08/22/2017 7'5" Shot 12, Seg 18 MH 0839 7.5 Lawn 811 Edmonds Ave NE 08/24/2017 53" Shot 82, Seg 133 MH 4943 5.3 Parking Lot 450 Monroe Ave NE 08/24/2017 6T' Shot 83, Seg 135 MH 0754 6.1 Lawn 3001 NE 4th St 08/14/2017 7'2" Shot 83, Seg 135 MH 075S 7.2 Lawn 3123 NE 4th St 08/14/2017 7'8" Shot 83, Seg 134 MH 0756 7.8 Lawn 3209 NE 4th St 08/25/2017 7'6" Shot 74, Seg 121 MH 0856 7.6 Roadway 2502 NE Sth PI 08/23/2017 11'1" Shot 73, Seg 119 MH 0858 11.1 Roadway 2505 NE 6th PI 08/23/2017 8'3" Shot 73, Seg 118 MH 0859 8.3 Driveway 2523 NE 6th PI 08/25/2017 Shot 78, Seg 127 MH 0860 8 Lawn 2601 NE 6th PI 08/22/2017 8' no shot # - near Shot 44, Seg 69 MH 0846 8 Lawn 2711 NE 7th St 08/15/2017 11,0" Shot 18, Seg 27 MH 0677 11 Lawn 2209 NE 8th PI 08/15/2017 7'0" Shot 17, Seg 25 MH 0678 7 Lawn 2209 NE 8th PI 08/1S/2017 6'2" Shot 17, Seg 25 MH 0679 6.2 Driveway 2307 NE 8th PI 08/15/2017 97" Shot 19, Seg 28 MH 0676 9.7 Roadway 2204 NE 8thSt 08/16/2017 7'2" IShot 19, Seg 29 MH 0681 7.2 Lawn 2304 NE 8th St