Laserfiche WebLink
(E) EXPANSION JOINTOUTLET CHANNEL 2OUTLET CHANNEL 2OUTLET CHANNEL 2OVERFLOW CHANNELOUTLET CHANNEL 1OUTLET CHANNEL 1(E) OUTLET BOX <br />(E) EXPANSION JOINT <br />(E) EXPANSION JOINT <br />(E) EXPANSION JOINT <br />(E) BASIN 1 <br />(E) BASIN 2 <br />(E) BASIN 3 <br />(E) BASIN 4 <br />(E) EXPANSION JOINT(E) INLET DISTRIBUTION CHANNEL3' - 0" <br />9' - 0" <br />1' - 3" (VIF) <br />(VIF) <br />5' - 9" <br />B <br />S121 <br />C <br />S122 <br />A <br />S121 <br />D <br />S122 <br />(E) GUARDRAIL, TYP <br />(E) STRUCTURE (N) STRUCTURE <br />1' - 6"(NEW WALL)1' - 6" <br />1' - 6" <br />(E) EXPANSION JOINT <br />GUARDRAIL AND TRANSITION <br />OF NEW TO (E) GUARDRAIL BY <br />GUARDRAIL SUPPLIER, TYP. <br />(E) GUARDRAIL, TYP. <br />(N) GUARDRAIL, <br />TYP.C10x8.3612' - 9"13' - 0"5' - 0"5' - 5"12' - 7"C10x8.36C10x8.36C10x8.36 <br />C10x8.36C10x8.36 <br />C10x8.36C10x8.36 <br />13' - 6"12' - 9"4' - 7"14' - 0"12' - 7"1' - 7"13' - 3"9' - 1"CJ CJC10x8.36C10x8.36C10x8.36C10x8.36 <br />C10x8.36 <br />C10x8.36 <br />C10x8.36 <br />C10x8.36 <br />C10x8.36 <br />C10x8.36C10x8.36C10x8.36C10x8.36C10x8.36C10x8.36 C10x8.36 <br />STRONG SPAN <br />OF GRATING <br />(N) GUARDRAIL, <br />TYP <br />GUARDRAIL AND TRANSITION <br />OF NEW TO (E) GUARDRAIL BY <br />GUARDRAIL SUPPLIER, TYP. <br />C10x8.36 <br />(N) GUARDRAIL, <br />TYP <br />C10x8.36 <br />C10x8.36GUARDRAIL AND TRANSITION <br />OF NEW TO (E) GUARDRAIL BY <br />GUARDRAIL SUPPLIER, TYP. <br />CJ <br />STRONG SPAN <br />OF GRATING8' - 11"GRATING SUPPORT LEDGER <br />PER DETAIL TYP. <br />GRATING SUPPORT LEDGER <br />PER DETAIL TYP. <br />S123 <br />2 <br />S123 <br />3 <br />S123 <br />3 <br />SD961 <br />2 <br />10' - 6" <br />NEW EXPANSION JOINT <br />SD961 <br />2 <br />Of Total <br />Sheet No. <br />Drawing <br />REGION -10 | STATE -WA <br />Designed <br />ACTION APRVDDATE <br />Drawn <br />Checked <br />PLANS ISSUED FOR 3200 Cedar Street <br />Everett, WA 98201 <br />425.257.8800 <br />everettwa.govACTIONAPRVDDATEACTIONAPRVDDATE <br />BID CONST <br />Design Review Level <br />RECORD <br />Plot datePlotted by Kennedy Jenks Last saved by Kennedy Jenks Plot style Not Applicable Sheetset Name Not ApplicableXSurveyed By | Date | Control Monument | City of Everett Field Book/Starting Page |/|0 <br />0 <br />25mm <br />1" <br />IF THIS BAR IS NOT <br />DIMENSION SHOWN, <br />ADJUST SCALES <br />ACCORDINGLY.7/12/2023 10:44:40 PMSCALE: 1/8" = 1'-0" <br />90% <br />PB <br />ZS <br />JW <br />STRUCTURAL <br />FLOCCULATION BASIN <br />TOP PLAN <br />S112 <br />Filepath\Filename <Copy and Paste from Projectwise File Path bar>WATER FILTER PLANT <br />PHASE 2 CAPITAL UPGRADES <br />WORK ORDER 3763NO. DATE APRVD REVISION <br />1. REFERENCE STRUCTURAL DRAWING SHEETS SD951 THROUGH <br />SD956 FOR STANDARD DETAILS. <br />2. FOR SUBGRADE PREPARATIONS AND GROUND IMPROVEMENTS <br />REFERENCE THE GEOTECHNICAL DRAWINGS. <br />3. COORDINATE ALL FOUNDATION AND WALL PENETRATIONS <br />WITH THE CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. <br />NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPENCIES. <br />4. ALL DIMENSIONS AND SIZES SHOWN ARE APPROXIMATE AND <br />PROVIDED AS AN AID IN INTERPRETING THE ANTICIPATED <br />EXISTING CONDITIONS. "VIF" INDICATES VERIFY IN FIELD. <br />VERIFY ALL DIMENSIONS SHOWN WITH EXISTING CONDITIONS. <br />5. VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING OR <br />FABRICATING ANY MATERIALS. NOTIFY THE STRUCTURAL <br />ENGINEER OF RECORD OF ANY POSSIBLE DISCREPENCIES <br />BEFORE CONSTRUCTION. <br />6. DO NOT DAMAGE, OVERCUT, SCRATCH, OR CRACK ANY <br />PORTION OF THE EXISTING STRUCTURE NOT INTENDED TO BE <br />MODIFIED. PROTECT AND PRESERVE PORTIONS OF THE <br />EXISTING STRUCTURE NOT INTENDED TO BE MODIFIED. <br />7. GRATING SHALL BE 2-1/2" DEEPx 3/16" THICK (PRESS-LOCKED) <br />WITH BEARING BARS @ 1-3/16", ALUMINUM ALLOY TYPE 6063- <br />T6 GRATING, BY MCNICHOLS BAR GRATING (SERIES GBB-250, <br />19-P-2) OR APPROVED EQUAL. GRATING SHALL BE SERRATED <br />WITH A MILL FINISH. <br />NOTES <br />FLOCCULATION BASIN - TOP PLAN <br />SCALE: 1/8" = 1'-0" <br />PRELIMINARY <br />NOT FOR <br />CONSTRUCTION90% <br />Move scaffolding from basins 3 & 4 to basins 1 & 2. <br />Scaffolding installed over basins 3 & 4 first.