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HomeMy WebLinkAboutW-394910CONSTRUCTION NOTES: M 1 N U N H V) V) N z O W LL LL W r-, J W Q O M N O N O \ Ln N N i ,-1 L0 a N i U N a) L0 ra a a 0 c 0 c ry Ln N N i 00 U L �I w 35 30 25 20 15 10 IE 27.4 S, 12" METAL CB 26852 0 I � � STA F6+34 13' LT STA F6+39 13' LT 301 RIM 30.83 1-12" 22.50 BEND, RJ 1-12" 22.50 BEND, RJ IE 26.4 E, 12" CPP IE 26.5 N, 12" CONC Q 1-TB 1-TB IE 26.2 W, 12" CONC I N II STA F6+44 13' LT SSMH 26850 I (Yi - / 1-12" TEE' FLGxRJ (CUT -IN) RIM 0.00 IE -8.6 N,E,S @ C Q I I 27053 z CB 70375 ' 1-12" GV, FLGxRJ RIM 30.62 SSMH 26851 I a I II RIM 30. 2-12" SOLID SLV, RJ IE 29.5 W, 4' RIM 31.22 I 37 p IE 2 N, 12" METAL 1-TB - IE 23.6 E,W @ CL a U) 26751 C NC RIM 29.73 SSMH 69592 -4 P 1ri�- 1IE 26.91 1 -. 1 :: • 16HLK RIM ������ •� • : • `J� A ' O' O ! ' 1 �'5 GATE 6' CHILKGATE MINIM • - �I . 11 v ! - ss PRO- .. 1 . - � ,q ���U� '� ..:►. � 1.� tea-= I a 1 1 s\ �r r) n'1 U ,o m - I QW r,I P TR O CDT== T---- T----_T_I - -=7 T = 88 - gyp. _== - ,-I _ 0 --04-„W CI - - - -8 g 1 "W CI - - LL -T-- -12" I� 12"W -16"W CI-- � _ �7 1 TYP }� - _ - T- o - - - o „ „ 12"W DT-- T==--- I--- V)T----- f„ W DI - - - - 12 'Wp�l - - - 12 W DI - - I - - 12 W DI - - - - - - - T - - - - - T ,. - - - T - - - - - T - - - - .• -� - -F8+00 III - F9+00 o I o F10+00 LU Lu So- S = N_- �- ASS- �S _ I - PIKE 118 { ' d ' w ---- ' =�TT CK AVE Sc-84 SHAD w 24 PP SD I 24" PP SDn J U) III-- - 11 RE C==== SD -� I -SD ----- KB 17 __SD _ _ -SD --- SD - -- Sp 9- -�' 851}PIi�-� - s��-- - �86�0 �z,,Dls I -- - u awly :a��W/POWER AND FLASHER _ _ _ G DWY / DWY '0gU f O TRASHCAN Q - I I P -- ----- STA F6+44 5' LT CD SSMH 69595 1-12 - PLUG, RJ CONC-FILLEQ RIM 31.00 CB 70005 I I � I SD 2669 1-TB IE 22.6 N,S ® CL RIM 29.69 I I J 7' CHLK RIP 21 N,S NW CONC MON IN CASE IE 22.8E IE 28.4 SE, 4" PVC z IE 28.4 NW, 4" PVC � I I a '< IE 12" CONC REESTABLISHED PER DNR SDMH 69907 I CB 70275 IE 26.5 6" CONC 0 ED 27.3 E, " CONC PERMIT 7373 - 18"T X 6"W CONC RIM 30.69 I RIM 29.73 IE 21.8 N,S, 12" CONC I I � IE 27.3 NE, 6" CONC C 5299 IE 23.5 E, 12" CONC I I (y � STA F6+44 10 RT 1= 0 EI 27.8 6 12" META, 1-12" GV, RJ I I (f IE 27.8 W, " METAL 2-12" SOLID SLV, RJ I I I 29690 STAB F6+45 40' RT 220 I I 1-6 SPL, LTF :. 6 SE,' 8" CONC 1-FH, STA F6+79, 40' R �8 E, W/THROUGH NiFL, 1 z UUNU 207 -n NN HYDRANT AND 6" SPOOL REPLACED BY CITY TO 7 EXIST 6" GV IN 5/25/2022 PLAN 0 10 20 40 60 1 1 mlIIIIIIIIIl SCALE: 1"=20' CL� F-v) a-� Lu _ � OU � O U N W a F Lrl N ~ W W m N z a O � II - -0 w II z W H O O ci a- w w .� a _� -w -U EXIST GR @ ROW CL O O 0 --- - - - ---- z w TOP OF SD=24.3 Ln Ln p ° NO W DEFLECTION ,-� LL � Q U REQUIRED '� Q 12"DI W 0 UO w `t V) w w W z xxXXx LU= 4- 4• 2 " �� 5 ° 1AC-P sEP PIP, R9 z V) W i--i W J . � r LU J W (n _ _ V) U Q I� �1�i"i-5 , iIE-ia.5- Q �2�1.59pgpG64pjg)))))) 9.5 f 65 LF OF 12" CL 52 REST JOINT DI WATER MAIN WITH POLYWRAP F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40 F10+60 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE JAM RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murra sm� IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT < > 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 5 REMOVE AND REPLACE CATCH BASIN (TYPE 1), REMOVE AND REPLACE EXIST STORM PIPE FROM CATCH BASIN TO 10 FT PAST PROP WATER, STORM PIPE SHALL BE C900 PVC AND SHALL MATCH EXIST SLOPE, SIZE, AND ALIGNMENT 10 CONNECT TO EXIST MAIN W/ CUT -IN TEE & VALVE PER COR STD PLAN 300.2 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 37 EXIST WATER TO BE ABANDONED AND/OR REMOVED, SEE SHT D-16 35 30 25 20 15 10 SHATTUCK AVE S WATER PLAN & PROFILE STA F4+80 TO STA F10+60 W-394910 SHEET W-16 82 of 121 no REVISION PROJECT NO.: 18PROJECT NO.: 18-22511SCALE: AS SHOWNIDATE: JANUARY 2021AS SHOWNIDATE: JANUARY 2021