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HomeMy WebLinkAboutW-394915N i U (3) V) N z O V) ne w a LL w r-, J w Q 0 M N O N O ,-1 ,-1 N 0) i a Ln N N L0 a� N v7 i p Q U i N ra a a p 0 a� ry N N i 00 U L a P_I w 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE I BY STA 1 + 0 5 12' LT 154-12"x6" STA QO+44, 16' LT 1-12" CROSS, FLG 4-12" GV, FLGxRJ 1 TEE, RJxFL 1-6" GV, FLxRJ 1-FH, 25' LT STA 0+96 12' LT PK'2 1-TB R1-12" 450 BEND, RJ-' , 1-5'x5' CONC PAD IE1-TB o STA 0+31 17' LT SDMH 65164 II , IM 29.54 II 1 1-12"x8" RDCR. RJxRJ 1 24.7 E, 8" CPP - 1-8" SOLID SLV, RJ _ IE : N*PP — ---- IE 25.1 w nic CONNECT TO EXIST 8" W - - IRK S 165 C RIM 29.41 IE 21.1 S, 24" CPP W-40 IE 21.2 N, 24" CPP Q +�� _ 25.6 LAKEAVES� — —aS —/ ==fi_uC�—' — — STA QO+51, 151 LT 1-12" 450 BEND, RJ 1-TB STA QO+55, 15' LT / 1-12" 450 BEND, RJ I 1-TB 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 i m 35 "Im 25 rP41A 15 99 SEE SHEET W-1 FOR CONTINUATION V I I I III 00 I I IIII I I I I I\ 27 I I I I I I I I z I l l p I i �, w MW-10 N N I I II I 1 I I d r LU I 1 4 I II'' I STA 1 + 2 5 10' LT I lJ� III 8" RDCR RJxRJ cl CONNECT TO Gill � � �11►�'=n it , � ��. ♦w� z I_ I'1 II CONC MON IN CASE , REESTABLISHED PER DNR ° -do a- PERMIT 7373 - 18"T X 6"W 0- I I� � I� I� I I ICI I °_� I I I� 0 I a �II� I I 1 W-4 7� � I 1 i RE I p o-STA Q1+LLJ 20 I �� w w STA A4+ 14 I a l I I ,--� U7 CB 65442 1 I 1 I I ICB 5 44 RIM 30.12 I I I 1 RIM 09.96 i I I I IE 28.4 NE, 8" METAL CD I CD IIE 18.7 6 CO�1C CB 65166 AC � DV�Y I \ ' I I I I I RIM 29.10 STA 0+92 13' LT I �1. aSTA Q1+00 I I IE 27.4 NE, 8" CONC 1-12" 450 BEND, RJ I 1 STA IA4�+12 1-TB ! I I I I I I I I I I 1 -dn- :\n 1_ I I I I I 100N. FOR CONTINUATION SEE SHEET W-1 3^P WY ?n V' � U O O' O� O, � M. al _ PLAN 0 10 20 40 60 SCALE: 1"=20' ue (DLn LO (� � = U) U 60 2 I— 00 O 00 00 ('D 00 N (h - 00 U Lu 00 ZLn c) cn (n N cn Ln N cn Ln cn in Ln Ln M Z EXIST G R @ OX � X X Xw X wX XX X Xa O ��u0X ROW U w 0-1 w w w w w w w w w a a U w �— _ n 33 EXIST 8" 0 � EXIST 8' W STA Q+i-rrt STA QO+59 RJ 12"DI STA QO+96 1-12" 450 BEND, IE=25.2 8 1-12" 450 BEND, RJ IE=25.1 4E-R5,+ STA STA QO+61 STA QO+92 1-12" 450 BEND, RJ 1-12" 450 BEND, RJ IE=23.2 I--r'• IE=23.1 4 QO+00 QO+20 QO+40 QO+60 / QO+80 f 90 LF OF 12" CL 52 REST JOINT DI WATER MAIN WITH POLYWRAP NOTICE JAM 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE Q1+00 Q1+20 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT Q1+40 Q1+60 Q1+80 Q2+00 RECORD DRAWINGS SEE NOTE ON murra sm� COVER SHEET CIS i 35 30 25 lw( 15 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 15 FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1, CLOSE EXIST HYDRANT VALVE, REMOVE HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER 27 TEMPORARY WATER SERVICE WITH END CAP AND THRUST RESTRAINT, SEE SHT D-29 33 SEE SHT W-1 FOR PIPE CONTINUATION 37 EXIST WATER TO BE ABANDONED AND/OR REMOVED, SEE SHT D-29 99 CONCRETE DEADMAN BLOCKING PER DETAIL ON W-44. TO BE INSTALLED PRIOR TO FINAL CONNECTION LAKE AVE S WATER PLAN & PROFILE STA QO+00 TO STA Q2+00 W-394915 SHEET W-29 87 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021