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PARTIAL TRENCH PLAN <br />SCALE: 1/8" = V-0" <br />BUILDING 45-04 <br />CORNER OF TRENCH <br />INSIDE WALL AT NORTH <br />AT ALIGNMENT CHANGE <br />OF TRENCH <br />ALL AT NORTH <br />MENT CHANGE <br />iq <br />�z <br />C220-08, C220-091S454-1 N <br />GENERAL NOTES <br />1. SEE 45—YD—S2F-4 FOR GENERAL STRUCTURAL NOTES. <br />6'-0" NOMINAL TRENCH LID SPACING (5'—it 1/21 PRECAST <br />PANEL WIDTH), TYP. <br />NON —TYPICAL, NON —RECTANGULAR PRECAST US, SIZE PER <br />FIELD VERIFIED ALIGNMENT OF TRENCH TO PROVIDE <br />1/2' GAP TO ADJACENT PRECAST LIDS. <br />CONSTRUCTION NOTES <br />1. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO START <br />OF CONSTRUCTION. FIELD VERIFY TRENCH ALIGNMENT WITH <br />UNDERGROUND PIPING CONFLICTS. <br />2. VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH <br />AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP <br />DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF <br />DIMENSIONS SHALL BE REJECTED. <br />3. COORDINATE STRUCTURAL WORK WITH MECHANICAL AND <br />ELECTRICAL DRAWINGS, <br />4. DO NOT SCALE DRAWINGS. <br />5. SEE MECHANICAL DRAWINGS FOR SPECIFICALLY REQUIRED EMBED <br />PLATE LOCATIONS IN NEW TRENCH FOR PIPE ANCHORS OR <br />GUIDES. <br />6' PIPE PENETRATION PER MECHANICAL. SCAN CONCRETE TO <br />LOCATE AND MINIMIZE THE CUTTING OF EXISTING REINFORCEMENT. <br />PROVIDE TEMPORARY SHORING AS REQUIRED. <br />I/ FIELD VERIFY LENGTH AND ALIGNMENT OF TRENCH WITH EXISTING <br />TRENCH, TANK FARM CONTAINMENT WALL, AND ALL OTHER <br />EXISTING CONDITIONS. <br />ANK FARM <br />BOLLARDS <br />CONTAINMENT <br />0 <br />z — <br />PER CIVIL <br />WALL <br />w <br />---- — — — — — — — — - <br />— — — <br />_ <br />o <br />— <br />— <br />UN.O. - <br />EDGE OF TANK <br />AND FOUNDATION <br />0 4 B 16 24 <br />SCALE: 1/8'=7 —0 <br />3 <br />---- ----� <br />SITTS&HILL <br />A - - <br />- - <br />Tl <br />ENGINEERS, INC. <br />5454-1 5559-2 <br />CIVIL c STRUCTURAL ® SURVEYING <br />S454—i S559-3 <br />— - -- <br />exo�.....'n,t�9 <br />ISSUED FOR CONSTRUCTION <br />PARTIAL TRENCH PLAN <br />2 N <br />APRIL 3 2020 <br />Project .: 659 <br />Pro ect Mgr.: BKL <br />SCALE: 1/8" = 1'-0" <br />C220-09 S454-1 <br />P, <br />Proj. Fe9meer: EMF <br />Ore <br />Proj. aer: DK <br />_ <br />SYM <br />REASON <br />BY <br />APPROVED <br />DATE <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />TKLES <br />ACCEPTABILITY <br />J. WN RAWN <br />DATE <br />0. <br />101.19 <br />SUBTITLE <br />- <br />ENLARGED TRENCH PLANS <br />CURfteNT REVISION SYM60L <br />20806468 -- <br />°ATE <br />04,03.20 <br />-- <br />SITE PUMPED INDUSTRIAL WASTE 20808468 <br />SITTS <br />BKL <br />04.03.20 <br />r xesy ,� <br />4' a� �a� <br />THIS RONIESIGN ANO/Oft <br />SPECIFICATION IS APPROVED <br />E. Fletcher <br />10.01.19 <br />sNEET <br />APPROVED BY <br />DEPT. <br />DATE <br />E. FlK <br />E. <br />10.01.19 <br />E <br />SITE PUMPED INDUSTRIAL WASTE <br />pq qqqq <br />454-1 <br />Der <br />CK D <br />B. Leslie <br />10.01.19 <br />�/ <br />SITE �5' I <br />i <br />JOB N0 <br />COMP N0. <br />PPROVED <br />20808468 <br />APPROVED <br />STRUCTURAL <br />EVERETT, WA <br />B- CO. <br />45—YD—S454-1 <br />