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Home My WebLink AboutS-014317N 28th STREET — EXISTING 8 1 SANITARY SEWER (See File 2-3-5 for details) — -7 — -.7 -Z — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — ------------------------------- Seeshw 2 1405 303 1307 1313 1 M.H.4 4 M. HA 5 Ste. 8+89.03 Sto. 10-24.06\ 1 1319 f 5 49 T x Z I C. PIPE 303 319 W "t.- M'H.*6 56 I co" xi C > \--CONC. DAM ......... "6,7, 0 _ CREEK 10 EASEMEii{7 C . PIPE M.H.4 * 7 Sfa 1 -40.81 0. 0 IO'EASEMENT Lj '6 to' ES M.H.* 8 (Drop) CREEK St.. 14+92 ::Sta. OtOOE 5 L 140' - 6" CONC. PIP ........................... pF ........ W. 5-143 ..... --- --------- L.H.# I -NOTE- ESMTT 1+40-00 NOTE: ALI- STUBS CROSSING CREEK WILL BE 6" C.I. PIPE 10, /1 1 ALL WORK SHALL BE PERFORMED L H I St. 1+40 00 IN ACCORDANCE WITH A.P.W.A. SPECIFICATIONS. ESIAT CITY OF RENTON ENGINEERING DEPARTMENT SANITARY SEWER L.I.D. 265 Traverse from W. line T L. 17 to N.W. corner T.L. 45 DESIGNED TO. Gibs.. DATE-- FILE NO. 2-3Z— .r',,:''• +/ DRAWN-1E. _J5en DH ... D_ SCALE PLAN: I' =40 206 128 ___ • +/ N BY APPR. REVISION DATE APPROVE HEET j-0 - - - - - - - - - - - — — — — -- ".90% C. PIPE S CON INV. 155.W 150' S 1.00% SCALE� HORIZONTAL - I 40 8" CONC. PIPE INV. 154.90' L 35 1' INV. 147.60 VERTICAL - I"= 10' INV- 146.11' M.H. 9 St.. 16 +92.45 a L.H.# --- - ---- EXISTING PROFILE 2721 (Drop) M.H..9 1319 (Drop) 1513 ---------------------- - S .5 .5 PIPE C. 200 -. S L 14 8.1 CONC. PIPE L IV9 '1 1307 M. H.#7 1 303 1317 INV. 195.00' INV. 197.19' INV. 197.00' PROFILE OF EASEMENT ALONG SOUTH EXISTING PROFIL E INV. 185.00' LINE T.L. 3 0. 1175 175' M.H_. 6 M, H,1 5 S4 INV. 176.84 INV. I76.34 - - - - - - - - - - - — — — — -- ".90% C. PIPE S CON INV. 155.W 150' S 1.00% SCALE� HORIZONTAL - I 40 8" CONC. PIPE INV. 154.90' L 35 1' INV. 147.60 VERTICAL - I"= 10' INV- 146.11'