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HomeMy WebLinkAboutW-394912CONSTRUCTION NOTES: N 9- U a� U) J N z O w LL LL w r-, J w Q 0 ,--q M N O N O \ O N i Ln N N L0 a) v U7 i Q U N a) U0 ra a a 0 c 0 ry N N i 00 U a) 0 L �I w 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY 0 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHOUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 45 Qlim 35 01110 25 oxilm 15 I I rn I I I I I I I M-9 Mum STA G5+45. 6' LT 1-12"x12" TEE, FLGxRJ (CUT -IN) 1-12" GV, FLGxRJ 1-TB 3-12" SOLID SLV, RJ 1-12" GV, RJxRJ / PLAN 0 10 20 40 60 SCALE: 1"=20' AC STA G5+85, 6' LT 1-12" 11.250 BEND, RJ 1-TB 1-44 900 BEND 4"W CI — —- - CONNECT TO EXIST 6" W 1-12"x6" TEE, FLGxRJ 1-12"xA4TEE 1-12" PLUG, RJ 2-TB !i,,1-4" GV, FLGxRJ u 13' METAL & PLASTIC, POWER, 325 "3RD STREET PROFESSIO AL BLDG" STA G5+63 6' LT 1-12" 11.250 BEND, RJ 1-TB STA G5+58 6' EL I 1-12" 11.250 BEND, RJ II 1-TB II „� STA G5+46, 30' RT 1-6" SPL, LTF 1-FH, STA G5+81, 31 RT HYDRANT AND 6" SPOOL REPLACED BY CITY TO EXIST 6" GV ON 9/2/2021 M N (n l0 d EXIST GR @ N O N ROW CL w Ln -, V) cn u, O U) uX w ww wU wD- rn — --- ww o EXIST 4" Ln Z w Lu U) = D Q DID NOT INSTALL BENDS + --" -- -- -BEMB, R3 T1T�7TTr T r 11 1 It f 80 LF OF 12" CL 52 REST JOINT DI WATER MAIN WITH POLYWRAP 0 G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00 G6+20 G6+40 G6+60 NOTICE JAM 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT RECORD DRAWINGS SEE NOTE ON murraVSMi mt COVER SHEET EA 45 Qi7 wiz 25 1wil RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 15 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 37 EXIST WATER TO BE ABANDONED AND/OR REMOVED, SEE SHT D-20 WHITWORTH AVE S WATER PLAN & PROFILE STA G3+20 TO STA G6+00 W-394912 SHEET W-20 84 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021