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0 <br />0I0 <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 />12"0 CAST-IRON <br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR <br />LOCKING RING & COVER <br />PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE <br />CONCRETE, <br />CITY INSPECTOR. <br />2"0 PVC SCH 80 <br />?? x?? MIN. <br />2" GALV. THREADED <br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM <br />BALL CHECK VALVE <br />END CAP, TYP. <br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID <br />2" PVC SCH 80 TRUE <br />DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING <br />INSTALL <br />2"0 PVC <br />UNION BALL VALVE <br />UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE <br />SALVAGED <br />SCH 80 <br />2" PVC SCH 80 <br />PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED <br />SEWER PUMPS <br />CROSS <br />BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION <br />— — <br />I <br />2"0 HDPE <br />12"0 PVC SLEEVE <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 />A <br />FORCE MAIN <br />FIBER JOINT <br />STARTING CONSTRUCTION. <br />-- <br />PUTTY <br />2" HDPE <br />FABRICATED TEE <br />I <br />0 <br />CAST IRON <br />L <br />TOE OF _ � <br />VALVE BOX <br />CONCRETE <br />HDPE FLANGE CONNECTOR <br />SLOPE <br />& D.I. BACK-UP RING <br />4" REDUCING COMPANION FLANGE <br />POWER CONDUIT <br />TO SCH 80 PVC FLANGE <br />2"0 HDPE SDR <br />W/ PIPE THREADS <br />2" FM <br />FROM CONTROL <br />2" HDPE/THRD TRANSITON <br />I <br />4" Cl GATE VALVE, <br />PANEL <br />BLIND FLANGE <br />FITTING (TYP.) <br />FLGxFLG <br />LOW VOLTAGE CONTROL <br />WIRE CONDUIT FROM <br />CONTROL PANEL <br />NOTE (z)DETAIL <br />DETAIL <br />PROVIDE AT MAXIMUMFT. 5.00 <br />SPACING ON MAIN'. <br />D5.00 <br />6"0 SANITARY\ <br />SEWER SERVICE <br />PER COE STD 602 <br />49,—N:368157.47, E:1301379.82SD <br />BAKER TANK- = SD —SD <br />STORAGE AREA �SD <br />SD_Si <br />\ M <br />gis <br />SSMH 112, 48"0 TYPE 1 ss <br />MNL STA: 7+86.21 <br />OFFSET: 0.00 <br />RIM: 21.18' 6"0 SANIT <br />NV I T. 16.27' (N) SEWER SER <br />INV OUT: 15.2T (E) 1 pER COE STD 61, E:130144 <br />SSMH 113, 48 0 TYPE 1 <br />MNL STA: 8+64.00 <br />/ — OFFSET: 0.00 <br />RIM: 21.35' <br />�� INV IN: 14.59' (W) <br />INV IN: 14.59' (S) <br />INV OU\T:/14.49' (SE) <br />X <br />/ <br />EXISTING ASPALT \ <br />POINT OF CONNECTION FOR <br />DEWATERING/CONSTRUCTION <br />STORMWATER <br />B11— <br />0 <br />CL <br />I <br />o <br />a <br />0 <br />n <br />o IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />( DETAIL <br />5.00 SCALE: 1"=30'-O" <br />EXISTING SSMH <br />RIM: 20.99 G <br />INV IN: 14.16' <br />NV OUT: 14.06', s G <br />/ Z \. <br />NEMA 4x <br />JUNCTION BOX <br />CONDUIT FROM <br />CONTROL PANEL <br />72"0 MANHOLE <br />LIQUID LEVEL <br />PROBE <br />PUMP ON 7.0' <br />DE RAIL <br />CHAIN <br />2" 0 PVC DRAIN <br />AT 0.005 MIN. <br />1 <br />SLOPED <br />-CONCRE <br />FLOOR <br />SECTION <br />DIAMOND PLATE <br />HATCH COVER <br />H2O LOAD RATED, TYP. <br />_UTILITY VAULT <br />504-LA OR EQUAL <br />= TO POINT OF <br />CONNECTION <br />UNISTRUT PIPE <br />SUPPORT AS <br />REQUIRED <br />N <br />Y <br />I <br />< <br />o Port V <br />LD <br />EVER TT <br />n <br />o P.O. BOX WA 98206 <br />EVERETT, WA <br />m (425) 259-3164 <br />3240 Eastlake AvrnueE <br />® ® ® Seatde, W. hmgN P 98102 <br />P: 206.624.1387 <br />ENGINEERS, INC. w Pndevgi"eee _ <br />0 <br />AO <br />8/10/22 <br />7/27/22 <br />JBK <br />JBK <br />ADDENDUM 1 <br />ISSUED FOR BID <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTR OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APROVAL FROM PND. DRAWNGS ARE <br />NPANY MANNER THAT WOULDI CONSTITUTE ALSO <br />DEOTRIMENTE USED <br />DIRECTLY OR INDIRECTLY TO PND. <br />BRUCF <br />Mar <br />Fes„ $ �P <br />l� <br />oDRAWN <br />, vF 3� 2789 Eo �� <br />FSSAONAEPEC�G\ <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D5.01 <br />DESiCNED BY : <br />C. WIEST <br />DATE- <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE I <br />UTILITY DETAILS <br />CIP N0. <br />6-8-008-01 <br />BY <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />PROJECT <br />No. PD-WP-2022-07 <br />APPROVED BY: <br />SHEET N0. 45 OF 48 <br />NO. <br />DATE <br />BY <br />REVISION <br />