Loading...
HomeMy WebLinkAboutS-394916N ri7 U N W N z O v7 w LL w w 7 J w Q 0 M M N 0 N 0 v7 0 70 V) N N i M a� a� Q i N a� M r� a a 0 0 ry N N i 00 M U a� 0 L �I w i 35 30 25 20 15 10 5 m -5 META-1- ' QrI T-AL SDMH 72349 LOCATION OF ALL SP RIM 35.99 RIVER PIPES APP E 33.6 E, 6" CONC 1` E 32.2 W, 12" METAL E9 .E 32.2 N, 12" METAL 1 -SW, METRO S DEEP TO MEASU RIM 37.92 CB 72731 IE 34.8 E, 12 P RIM 36.09 x - ❑U IE 34.3 W, 6" CONC ` • CRp4 SP \3;7 CD O - �10 ---UGP----- P-� -X + M o N L 1. M 8 � 1 � U 1 _ cn Q 12"-_ _ --12 W DI-----I2 W D-----12 W DI 12"W DI VIC26 W C24+00 C25+00 w • • .�� • • I-r-.--r- -r •s-r-r�� •� • .-�. r •-r •� = W \ �. .�. 38- V)z LU - G - - G- - - - - G- - G- - - - G- U) S3RD ST U --------G- - - - - G----G-----G� _ �G-- Q- x -UGP -&G -. UGP- -- - STA C25+03 5' RT a SSMH #22 DROP I I I 1-72" DIA MH I SEE DET 1 SHT SS-41 f SSMIH 13061 GAS WILL BE RIM 138.11 613 L617 IE f�/A, UNABLE TO PEN DEACTIVATED BY PSE PRIOR TO CONSTRUCTION o � I I U) (D cn c SDMH 77888 v) I I RIM 38.21 I oCOL � I I C 280 - 34.3 S, 12" METAL 1 Lu 0 34.2 N, 12" METAL ' > o IE 34.4 E, 4" METAL 4 �Q IE 34.5 W, 4" METAL I I SDMH 77889 RIM 38.11 IE W IE 35.4 E, 12" METAL IE34.5W,12"PVC I z I C IE 34.1 N, 12" METAL 290 M CB 77890 RIM 37.85 IE 35.6 A 12" META I 700 I CB 13577 RIM 38.12 I IF 6.3 S 6" CONC _ P CONC. MON. IN CASE REESTABLISHED o PER DNR PERMIT 7417- 18"T x 6"W - ESS Q _ -39 -W �e --- _W* -1N_ 3: C26+00,C26+15 3 I 2 ---I- G-- - - -G- - � I I �� 1 UGP- ---UGP-F __q-- n nn I • KB 20 t8.13652_ / - A-9 P RIM IE 37 0.17 6" CONC CLOCK TOWER CANOPY CLOCK TOWER FOOTING KING COUNTY 1 INTERCEPTOR TIE-IN � X �--� X w - - - - w--- --- ---- ENUSTGR@ , ROW CL O 10 N 0 U (f) I_ w 12 TYP w = W �z w w J U = 43 LF 24" PVC SS @ uSLP=1.9% Q SSMH #22 STA C25+03, 5' RT RIM=37.75 BF.8�6 IE(IN)24"(W)=14.40 14-:FR IE(OUT)24"(SE)=9.29 SSMH KCMH R01-17 STA A22+35, 590' RT RIM=38.14 IE(IN)24"(NW)=8.50 IE(OUT)108"(S)=4.00 C23+60 C23+80 C24+00 C24+20 C24+40 C24+60 C24+80 C25+00 C25+20 C25+40 C25+60 C25+80 C26+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE Jim 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE SDMH 13653 RIM 38.44 IE 36.2 SW, 4" PVC IE 34.0 E, 6" CONC FILLED W/SEDIMENT, 5'f DEEP I SDMH 13578 RIM 38.61 IE 34.9 E, 8" CONC I IE 34.8 NW, 12" IRON PLAN 0 10 20 40 60 SCALE: 1"=20' 35 RECORD DRAWINGS SHOW CONTRACTOR 30 SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 25 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 20 15 10 5 C -5 RECORD DRAWINGS SEE NOTE ON murraVSMi mt COVER SHEET PREVIOUSLY ABANDONED SHORING MAY BE ENCOUNTERED IN THE VICINITY OF KING COUNTY EASTSIDE INTERCEPTOR, REMOVE AND DISPOSE AS NEEDED TO COMPLETE THE WORK SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 617 S 3RD ST NIC N' E: 700 S 3RD ST NIC N' E: 300 BURNETT N: AVE S NIC E: *SS NO. SPECIFIC TO THIS SHEET EA CLOCK TOWER SCALE: NTS �l-L I -.L-.'..' DETAIL 1 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT SCALE: 1"=5' CONSTRUCTION NOTES: O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 PROTECT CLOCK TOWER IN PLACE OR REMOVE AND REPLACE. IF FOUNDATION IS DAMAGED, PROVIDE STAMPED AND SIGNED FOUNDATION DESIGN DRAWINGS 0 S3RD ST SEWER PLAN & PROFILE STA C23+60 TO STA C26+ 15 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE S-394916 SHEET mmmm JANUARY 2021 60 Of 121 so REVISION