Laserfiche WebLink
\ Op \ <br />Op \ <br />OP <br />w <br />X <br />X1 <br />10 <br />RECONN EX 2" WM <br />cn <br />cn — <br />o DECOMMISSION AND <br />�w ABAN EX W <br />N I <br />w w w <br />N <br />N <br />55 SS Ss ss SS <br />NEW FH15. FH ASSEMBLY PER COE <br />STD DWG 507. <br />RE 06 TE AND RE60NN EX F! <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />3 <br />3 <br />3 <br />3 <br />8'x15' GUARD SHACK <br />WITH RESTROOM <br />i x i <br />3 <br />— X 3X <br />UTILITY TRENCH <br />J CUT-OFF WALL, <br />SEE DETAIL 3, <br />SHT C4.14 — <br />w <br />�6"GV <br />EX 12" SS <br />SS_SS_ <br />LL <br />J <br />N <br />m <br />EX WAREHOUSE BLDG <br />e <br />IE=7.72 <br />8LF-6"SSS, S=2% <br />6" SS CO <br />RIM-14.58 CD <br />IE=7.56 <br />SLIDE GATE <br />8LF-3/4" W <br />3/4" GV <br />3/4% 90' HORIZ BEND <br />3 <br />I <br />N <br />I I <br />� <br />Uj <br />M <br />� <br />I <br />V% <br />J <br />O- <br />M <br />I <br />PROPERTY LINE <br />w J <br />I <br />—x x x--1 <br />x x <br />3/4" WM PER COE STD DWG 501 <br />STA W1 10+08.32, LT=30' <br />3/4" WS PER COE <br />STD DWG 501 <br />W_ <br />CROSSING <br />x-12"W IE=11.2t <br />3"SSFM IE=9.2f <br />w <br />x x <br />W <br />cD <br />LO <br />x <br />3"x8" REDUCER <br />IE=8.8t 8" 12" BLIND FLANGE AND CONIC <br />10LF-8"SS, S=18% THRUST BLOCK FOR FUTURE <br />33<F EXTENSION TO WAREHOUSE <br />�6., \, SPRINKLER <br />�20 <br />I <br />CONN SEWER TO <br />EX SMH1995UO5 <br />RIM=15.4f <br />IE=6.6f (EX 12" S) <br />IE=6.6t (6' NE) <br />IE=6.6t (6° W) <br />IE=6.6t (8° NW) <br />6" SS END CAP FOR FUTURE <br />EXTENSION TO WAREHOUSE <br />IE=7.3' <br />SOUTH GATE AND GUARD SHACK WATER AND SEWER PLAN <br />C5.11 C5.10 SCALE: 1 "=10' <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />�2 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />10 <br />10/15/2021 <br />NW <br />REVISED PER CITY PRE -CONSTRUCTION <br />MEETING AND WATER UPGRADES TO <br />SUPPORT WAREHOUSE AND STORM <br />DRAIN CHANGES <br />DO <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. DATE BY <br />REVISION <br />12" <br />CITY <br />FM, <br />NIC <br />42" <br />CITY <br />FM, <br />NIC <br />'/O/OV A/,//G,� <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />DATE: <br />J. BECKER <br />06/21 /2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />APPROVED BY: <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />N <br />CONSTRUCTION NOTES <br />O <br />CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR <br />AND <br />MATERIALS TO CONNECT THE NEW WATER SERVICE TO <br />THE GUARD <br />SHACK. ALL ABOVE GRADE PIPING SHALL BE WRAPPED <br />IN 1/2" MIN <br />THICK FIBERGLASS PIPE INSTALLATION WITH ALUMINUM <br />COATING. IT <br />IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE <br />UTILITY <br />PENETRATIONS INTO THE GUARD SHACK. CONTRACTOR <br />SHALL <br />COORDINATE UTILITY LOCATIONS PRIOR TO POURING CONCRETE SLAB. <br />O <br />CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR <br />AND <br />MATERIALS TO CONNECT THE NEW SEWER SERVICE TO <br />THE GUARD <br />SHACK. ALL ABOVE GRADE PIPING SHALL BE WRAPPED <br />IN 1/2" MIN <br />THICK FIBERGLASS PIPE INSTALLATION WITH ALUMINUM <br />COATING. IT <br />IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE <br />UTILITY <br />PENETRATIONS INTO THE GUARD SHACK. CONTRACTOR <br />SHALL <br />COORDINATE UTILITY LOCATIONS PRIOR TO POURING CONCRETE SLAB. <br />O <br />6" SS CO TYPE 1 PER COE STD DWG 604 <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER AND SEWER DETAIL PLAN <br />(9 OF 9) <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. No. C5.10 <br />SIP No. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET No. 76 OF 150 <br />0 <br />Z <br />a <br />U <br />