Laserfiche WebLink
INSTALL 2-0 PVC <br />SALVAGED SCH 80 <br />SEWER PUMPS <br />FF IIII <br />1 00 <br />TOE OF I _ <br />CONCRETE <br />SLOPE <br />D \POWER CONDUIT <br />FROM CONTROL <br />PANEL <br />0 LOW VOLTAGE CONTROL <br />WIRE CONDUIT FROM <br />CONTROL PANEL <br />Sl DETAIL <br />D5.00 <br />�- <br />6"0 SANITARY <br />° 0 SEWER SERVICE <br />I <br />O PER COE STD 602 <br />n 4— N: 368161.66, E:1301379.87 <br />2"0 PVC SCH 80 <br />BALL CHECK VALVE <br />2" PVC SCH 80 TRUE <br />UNION BALL VALVE <br />2" PVC SCH 80 <br />CROSS <br />FORCE <br />MAIN <br />HDPE FLANGE CONNECTOR <br />& D.I. BACK—UP RING <br />TO SCH 80 PVC FLANGE <br />BLIND FLANGE <br />_ BAKER TANK— =—IDTSD— <br />3 STORAGE AREA SDSD SD <br />Y � �SD� <br />Y <br />0 \ <br />x ©SSMH 112, 48"0 TYPE 1 <br />MNL STA: 7+86.21 t7o PVC <br />0 <br />OFFSET: 0.00 <br />RIM: 21.01' 6"0 SANITARY <br />INV IN: 15.33' (N) 0 SEWER SERVICE <br />INV OUT: 15.29' (E) PER COE STD 602 <br />I /N-368091.03, E:1301444.41 <br />EXISTING ASPALT <br />POINT OF CONNECTION FOR / \ <br />DEWATERI NG/CONSTRUCTION <br />STORMWATER J <br />3 DETAIL <br />5.00 SCALE: 1"=30'—O" <br />?? x?? MIN. <br />12"0 PVC SLEEVE <br />FIBER JOINT <br />PUTTY <br />CAST IRON <br />VALVE BOX <br />2"0 HDPE SDR <br />2" HDPE/THRD TRANSITON <br />FITTING (TYP.) <br />NOTE <br />PROVIDE AT MAXIMUM 300 FT <br />SPACING ON FORCEMAIN. <br />\ "s °\ o, <br />SSMH 113, 48 0 TYPE 1 s„ <br />MNL STA: 8+64.00 Off( <br />OFFSET: 0.00 RIM: 21.35' A <br />INV IN: 14.60' (W) <br />\ INV IN: 14.60' (S) <br />c INV OUT: 14.50' (SE) <br />�G <br />O C <br />O <br />� s <br />EXISTINGSSMH <br />12"0 CAST—IRON <br />LOCKING RING & COVER <br />_2" GALV. THREADED <br />END CAP, TYP. <br />2 DETAIL <br />5.00 <br />2" HDPE <br />FABRICATED TEE <br />4" REDUCING COMPANION FLANGE <br />W/ PIPE THREADS <br />4" Cl GATE VALVE, <br />FLGxFLG <br />SANITARY SEWER NOTES <br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT <br />STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. <br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR <br />PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE <br />CITY INSPECTOR. <br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM <br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID <br />DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING <br />UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE <br />PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED <br />BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION <br />ON THE PROJECT. <br />D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT—OF—WAY OR IN <br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO <br />STARTING CONSTRUCTION. <br />NEMA 4x DIAMOND PLATE <br />JUNCTION BOX HATCH COVER <br />CONDUIT FROM GUIDE RAIL H2O LOAD RATED, TYP. <br />CONTROL PANELS <br />CHAIN <br />72"0 MANHOLES 11 I I III L^ <br />LIQUID LEVEL <br />PROBE <br />\ 2.0"0 <br />0 ALARM LEVEL 8.0' <br />RIM: 2099420'INV IN:� 1 <br />/ © INV OUT: 14.06'• ss PUMP OFF 6.0' 1 \ <br />BOTTOM 5.5'SLOPED <br />e <br />CONCRETE <br />FLOOR <br />2"0 PVC DRAIN <br />AT 0.005 MIN. <br />A SECTION <br />_UTILITY VAULT <br />504—LA OR EQUAL <br />= TO POINT OF <br />CONNECTION <br />UNISTRUT PIPE <br />SUPPORT AS <br />REQUIRED <br />5 IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. RECORD DRAWINGS <br />N <br />PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. I PND ENGINEERS, INC. Is NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED D5.01 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: <br />PortO� 324o-a 11.ke Ave E WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 MILLWRIGHT LOOP ROADS CIP NO. <br />® ® © Seznlc, washugron �alo2 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF PHASE I 6-6—GGB—G1 <br />EVERETT 0 7/7/23 JBK RECORD DRAWINGS DRAWN BY CHECKED BY <br />I p:2o6.624.13a7 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />ENGINEERS, INC. w pndengjnem.com 0 8/10/22 JBK ADDENDUM 1 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA PROJECT <br />P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED UTILITY DETAILS NO. PD—WP-2022-07 <br />EVERETT, WA 98206 DO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br />(425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br />N0. DATE BY REVISION SHEEP N0. 45 0E 48 <br />