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Home My WebLink AboutD-22400363 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 & 10 9 8 oN 7 °emu 6 05 z a �'• .,3 "2 1 To23No9Ro5Eo9WoMo 1 \ i i t ;;- 0 I ----------------- ; _ -- =rte-= ==-- - -- �--� = --= --- \ ' ----- I – a.7 – i -.I GENERAL NOTES: 1. ACCEPTABLE ALTERNATIVES: A) TR. 5 GALV. STEEL STORM SEWER PIPE, 0.064 IN. THICK, DIAM. AS SHOWN. B) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.064 IN. THICK, GASKETED OR WELDED LONGITUDINAL SEAM, 3 INCHES LARGER THAN DIAM. SHOWN. C) TR. 5 ALUMINUM ALLOY STORM SEWER PIPE 0.060 IN. THICK, DIAM. AS SHOWN. D) PLAIN ALUMINUM ALLOY STORM SEWER PIPE, 0.060 IN. THICK, GASKETED LONGITUDINAL SEAM, 3 INCHES LARGER THAN DIAM. SHOWN. E) TR. 5 ALUMINIZED STEEL STORM SEWER PIPE, 0.064 IN. THICK, DIAM. AS SHOWN. F) PLAIN ALUMINIZED STEEL STORM SEWER PIPE, 0.064 IN. THICK, GASKETED OR WELDED RE- METALIZED LONGITUDINAL SEAM, 3 IN. OR LARGER THAN DIAM. SHOWN. G) PLAIN ALUMINUM ALLOY SPIRAL RIB STORM SEWER PIPE, 0.060 IN. THICK, DIAM. AS SHOWN. H) TR. 2 GALV. STEEL SPIRAL RIB STORM SEWER PIPE, 0.064 IN. THICK, DIAM. AS SHOWN. I) PLAIN ALUMINIZED STEEL SPIRAL RIB STORM SEWER PIPE, 0.064 IN. THICK, DIAM. AS SHOWN. . ENGR. -a7 -2800 REVISI I FGFNF) EXISTING STORM SEWER - D — — EXISTING SANITARY SEWER -S — — STORM SEWER CATCH BASIN ❑ MANHOLE O „ – -- -- -- -- -- -- – ° < -- –SR 3i5 -- -- ----------- - -- -- -- -- -- -- (MAIN AVE. S.) ---------- ------------------------------ MIN ft ------------ o. I � N .Nr I a IQ 2. ACCEPTABLE ALTERNATIVES: I^ A) PLAIN ALUMINUM ALLOY STORM SEWER PIPE, 0.079 IN. THICK, _ -- - - - - - -- - GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. B) PLAIN ALUMINIZED STEEL STORM SEWER PIPE,0.079 IN. THICK, GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. C) PLAIN ALUMINIZED STEEL STORM SEWER PIPE 0 079 IN. THICK, WELDED RE- METALIZED LONGITUDINAL SEAM, # )'N, LARGER THAN DIAM. SHOWN. 3. ACCEPTABLE ALTERNATIVES ARE: A) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.109 IN. THICK, GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. B) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.109 IN. THICK, WELDED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. 4, NO PIPE ALTERNATIVES ARE ACCEPTABLE. i 0 50 100 SCALE IN FEET EGIOX NO HIGHWAY FED,AID PROJ.NO. HIGHWAY DIVISION 10 WASH Washington State Department of Transportation JOB NUMBER. I -IR- 405 - 3(783) 91WO97 CONTRACT NB. ZGA2AIl0004191W097F.DGN;1 R OL L'l 4 9 255 UD - - -- ----'- �___ I ----- -- - - - -- 0 0 5. M N Z J W x U a b-224003 FOR "AS CONSTRUCTED PLANS" ONLY SR 405 SOUTH RENTON TO SUNSET BLVD: HOV DRAINAGE PLAN D-1 1 154 1 SQ �4 /3S'