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r r- <br /> CONSTRUCTION NOTES <br /> O CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND <br /> MATERIALS TO CONNECT THE NEW WATER SERVICE TO THE GUARD <br /> c SHACK. ALL ABOVE GRADE PIPING SHALL BE WRAPPED IN 1/2" MIN <br /> — - THICK FIBERGLASS PIPE INSTALLATION WITH ALUMINUM COATING. IT <br /> $ 0 0 0 0 ® IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE UTILITY <br /> r <br /> - PENETRATIONS INTO THE GUARD SHACK. CONTRACTOR SHALL <br /> COORDINATE UTILITY LOCATIONS PRIOR TO POURING CONCRETE SLAB. <br /> � � I _� J O CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND <br /> / I ° 8LF-3/4" W MATERIALS TO CONNECT THE NEW SEWER SERVICE TO THE GUARD <br /> / I 0 _ SHACK. ALL ABOVE GRADE PIPING SHALL BE WRAPPED IN 1/2" MIN <br /> \op I I �p 3/4" GV -P P-----_ THICK FIBERGLASS PIPE INSTALLATION WITH ALUMINUM COATING. IT <br /> 0 0 / IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE UTILITY <br /> x$ / 3/4"x 90° HORIZ BEND <br /> 0 PENETRATIONS INTO THE GUARD SHACK. CONTRACTOR SHALL <br /> 8'x15' GUARD SHACK c c c , COORDINATE UTILITY LOCATIONS PRIOR TO POURING CONCRETE SLAB. <br /> WITH RESTROOM <br /> i x 1 P ®/ 0 6" SS CO TYPE 1 PER COE STD DWG 604 <br /> a RECONN EX 2" WM / <br /> a <br /> �� <br /> / // J P P <br /> I IE=7.72 2 � P <br /> x , x�x 3x x F P �� L J C _PAP <br /> 8LF-6"SSS,S=2% L-_J ��c p_ i <br /> / 6"SS CO / q 3/4" WM PER COE STD DWG 501 c C P P P P <br /> RIM=14.58 3 / <br /> � IE=7s�� ; STA W1 10+08.32, LT=30' c c a c c <br /> i° `� SF�A 12"CITY FM, NIC <br /> C C C C C C C C C II _ °i I <br /> SLIDE GATE OOi 42"CITY FM,NIC <br /> w <br /> UTILITY TRENCH 3M / o <br /> CUT-OFF WALL, 3/4"WS PER COE O <br /> o M SEE DETAIL 3, PROPERTY LINE STD DWG 501 <br /> DECOMMISSION AND E SHT C4.14 z <br /> ABAN EX W <br /> 1 <br /> 0 <br /> w1 9+00 w11o+' 11+00 <br /> 00 w1 <br /> �w w-w w w w w w w w w W v <br /> CROSSING <br /> xz x xx x-12"W IE=1L2t — x xxx xxxxxz x x - <br /> q 3•,SSFM IE=9.2t - w <br /> i <br /> 3"x8"REDUCER \ <br /> ss EX 12"ss SS I IE=8.8t 8"12"BLIND FLANGE AND CONC �D <br /> ss ss ss ss ss _ -ss ss ss ss <br /> � 10LF-8"SS,5=18% THRUST BLOCK FOR FUTURE <br /> EXTENSION TO WAREHOUSE <br /> �,/ /��/�,/ ///// ///// / //// c� \\ ♦ 3`jCF'6"$s`S ]��, \\\\SPRINKLER <br /> �\ <br /> S.\\� `���������A������\\\\\\�`;������\\\\\�\����t\\\\\\�\������\�t\\\�`���\��\��`���\��\�����\��\\\\� <br /> CONN SEWER TO <br /> EX SMH1995U05 <br /> RIM=15.4t <br /> E=6.6+(EX 12"S) I <br /> IE=6.6t(6"NE) \ I g <br /> IE=6.6t(6"W) 6"SS END CAP FOR FUTURE <br /> NEW FH15. FH ASSEMBLY PER COE IE=6.6t(8"NW) EXTENSION TO WAREHOUSE <br /> STD DWG 507. IE=7.3' \ <br /> REL0° <br /> I� a� <br /> I \ <br /> EX WAREHOUSE BLDG <br /> CALL48HOURS <br /> _ BEFORE YOU DIG <br /> z1. DIAL 811 <br /> m�� 1 SOUTH GATE AND GUARD SHACK WATER AND SEWER PLAN 10' 0 10' 20' <br /> VERT DATUM: NAVD 88 <br /> I C5.1 C5.10 SCALE: 1"=10' 5 15' CONV TO MLLW - NAVD88+2.03 <br /> m SCALE: 1"=10' <br /> n HORZ DATUM: NAD 83 91 <br /> � <br /> fD ° W <br /> a< <br /> m <br /> LU <br /> PROJECT ENGINEER: SCALE: <br /> A� PORT OF EVERETT DWG. N0.C5.1 O <br /> m A. N. WATSON AS SHOWN <br /> DESIGNED BY: DATE: <br /> Port Of ="�'` _' °_� J. BECKER 06/21/2021 NORTON TERMINAL DEVELOPMENT GIP NO. H <br /> EVERETT1Tff 1-8-9°°-05 <br /> 1 DRAWN BY: CHECKED BY: � MTCA 3RD INTERIM ACTION V <br /> n> _ 16015th Avenue,Suite 1300 <br /> 10/15/2021 NW REVISED PER CITY K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 PRE-CONSTRUCTION MEETING , ;' WATER AND SEWER DETAIL P LA N <br /> Seattle,Washington 98101 NO. MT—NT-2021—02.2 <br /> N ® 06/21/2021 NW ISSUED FOR BID �.y� �G �. APPROVED BY: <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 °xet <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (Q OF Q) SHEET NO. 76 OF 150 LPL <br />