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cnn1o11 w <br />Vicinity Map <br />SCALE: 1' = 300' <br />rs <br />EWER WORK <br />REA NO. <br />EXISTING 8' SANITARY SEWER SERVICE FOR <br />15421 42ND AVE S TO REMAIN IN SERVICE <br />FOR THE DURATION OF CONSTRUCTION. <br />(STING CULVERT, <br />BE REMOVED <br />APS PWR- 122' -71• <br />GROUND EL= 217.50' <br />FND PK & WASHER <br />M1 11 <br />EXISTING 8" SANITARY SEWER MAIN TO <br />REMAIN IN SERVICE FOR THE DURATION <br />- OF CONSTRUCTION. FLOWS ARE <br />APPROXIMATELY 100 GPM; WASTEWATER <br />BYPASS WILL BE REQUIRED. <br />tl <br />i CRUSHED <br />}LOCK BACKFILL, <br />SEWER WORK <br />H E17-4 <br />CULVERT CROSSING. 30' DUCTILE IRON SEWER PIPE TO <br />BE PROVIDED IN 18 -FOOT OR LONGER NOMINAL LENGTHS. <br />MIDPOINT OF 18 -FOOT OR LONGER PIPE LENGTH IS TO BE <br />PLACED DIRECTLY OVER CULVERT CENTER, MAXIMIZING <br />DISTANCE FROM CULVERT TO SEWER PIPE JOINTS. <br />PROPOSED SANITARY SEWER PLAN - SEWER WORK AREA NO. 3 <br />H 1' = 20', V: 1' = 5' <br />230' <br />PROPOSED PROPOSED <br />SSMH Of 52 SSMH E17-53 \ <br />#2 �-4^ �# G-�- -4 G 4 °G--- 4 =9i -. <br />s 12" G 12 G 12' G 12' G- <br />NOTE TO CONTRACTOR: REFERENCE <br />GENERAL NOTE 12 ON DRAWING C01 <br />FOR ESTIMATED WASTEWATER <br />FLOWRATES. <br />PROPOSED SSMH E17 -49 <br />72' SHALLOW MANHOLE PROPOSED SSMH E11 -52 <br />STA 69+35.5, 0,0' L 72' SHALLOW MANHOLE <br />RE= 218.55' STA 70 +48,6,1.0' R <br />IE OUT (N) = 214,01' RE = 218,06' <br />IEIN(S)= 214.11' IE OUT (N)= 213A2' <br />220' ----- <br />IEIN'S1= 213,52' <br />IE N(W) =21455'(.APPROX) <br />FINISHED GRADE � <br />INVERT ELEVATION SHOWN IS <br />APPROXIMATE. CONTRACTOR <br />TO VERIFY AND CORE -DRILL <br />THE MANHOLE PENETRATION <br />TO MATCH EXISTING. - <br />APPROX 113' <br />OF 30' CLASS 52 DI @ C46% <br />PROPOS D SSMH E17-53 <br />72' STAN ARD WHOLE <br />S 71 +216, 0.3' R <br />RE = 220,56' <br />ii IN(S)=213.07' <br />IE BUT (N) = 212.97' <br />EXISTING GROUND <br />SCHEDULE D <br />SEWER WORK AREA NO. 3 <br />210' <br />DEPTH OF TELEPHONE <br />CROSSING UNKNOWN. <br />CONTRACTOR TO VERIFY. <br />APPRO'. 71' <br />OF30'TLASS52DI ©0.51; <br />INVERT E TION <br />SHOWN IS APPROXIMATE. <br />CONTRACTOR TO VERIFY <br />AND CORE - DRILL THE <br />MANHOLE PENETRATION <br />TO MATCH STING. <br />PROPOSED CULVERT <br />198' I i 1 I [ _ 1 f 188' <br />69+00 70+00 71 II 72+00 <br />PROPOSED SANITARY SEWER PROFILE <br />H:1' =20',V 1' =5' <br />PaaASifA <br />A <br />SCALE: SHOWN <br />s <br />0 1• <br />DRAMVG IS FUU. WiliV <br />BAR MUMS? <br />MOON SIOTNQ: <br />C05 5 7 <br />