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HomeMy WebLinkAboutW-373104CONSTRUCTION NOTES WATER VALVE RIM=31 1 .06 1 2 -._. ; H 142+63.87 3.42 LT , _ - 1O CONNECT TO EXISTING 6 MAIN WITH DI SLEEVES r- - - - - - V r 1 4` _ o (MJ X MJ) WITH MEGALUGS m _ — - — — — ---------- I WATER VALVE RIM=31 1 .C9 WATER VALVE RIM=315.10- - --- ----- }. -'- - H 142+62.95, 2.35 LT -��� _ 20 INSTALL: H 141 +41 .52, 84.65 LT-____--_ ____- _- 72 _ - = - _ 1 - 45 DEGREE MJ BEND WITH MEGALUGS W -- EX ROW - - -- ' "'-• '• 1 - THRUST BLOCK Q I I --------- --- - -- EX ROW -- `. ��_-- WATER VALVE RIM=311.73------,--- v� - EX ROW PER CITY OF RENTON STANDARD PLAN 330.2 Z _-- 3 43 WATER VALVE RIM= z 13.43 - ' - H 1 41 +40 37 72 30 LT _ H 1 42+ 16.0 9 7 99 LT = ` :_1_.- T -, : , _ ° ` - V• . i1F _ 3O INSTALL: O I H 1 41 +39.00 44.80 LT 2 ° 6 -45 BEND = " '' v .: I `� f :. ' _ , WATER VALVE RIM= �1 1 V v'' "- - DEGREE MJ BEND WITH MEGALUGS 1 45 ~ I , h I 6 6 '�" .09' H 142+61.87, 3.49 LT v, v ' -4 1 - THRUST BLOCK C� 7 �'. - '- v, PER CITY OF RENTON STANDARD PLAN 330.3, THRUST < BLOCK SHALL BE SIZED TO ACCOMMODATE 1 ----Lo w - I - - ;' - 7 -4_ _ V HORIZONTAL AND VERTICAL FORCES. PROVIDE SHACKLE _ - — -` — -1 — — v`1 6 �\ H 1 41 52. 2 ' LT i� — -- _ _ — w— — — — — — — — — -_ w— — >> ooao v� 6 W (565 ZONE) 1. i RODS AND TURN BUCKLES IN ACCORDANCE WITH STANDARD PLAN 330.3 +40.25, 2 7 — -1T — •w— �! — — — — - — w ® INSTALL GATE VALVE PER CITY OF RENTON STANDARD -45° BEND 6 W (565 ONE) EX 12 W (435 ZON ) PLAN 330.1 ---I------ - . DO NOT DISTURB. H 141 +47.3 1 59.33' -LT- 2 >-45° . . . - - - - -- - -- --- - --- - i 5 RECONNECT SERVICE LINE, REPLACE GATE VALVE - - 6 BEN . NE 8TH PL;; + O O H-LLNE -. - - T - - -- -. - - - - - © INSTALL CONCRETE DEAD -MAN BLOCK ON EXISTING 6" W (565 ZONE) H 1 41 +47.47, 65.01 ' LT I - • ____ WATER MAIN. SEE CITY OF RENTON STANDARD PLAN SD 6 -45° BEND _ i -_ -_- . H'ARIR I N GTO N AVE. N E. 330.4. - - ----- -- - - - -- -- --- • — — _ _ I —` G(D •M�PE f PS —.-- -- — — -- INSTALL 2-3/4' SHACKLE RODS PER CITY ST RENTON oa ,ao 0000 STANDARD PLAN 330.5 AND 330.4. EXISTING EX W . < < /� - - 2" STW IP PSE-G B- - - - _ --�- -VL- - _ -- - - NOTES G G -I- ss� — — ss--�- — — — — • .• ss—-ROCK•I s - -- -- - V �-. •� •• oo Ur � V � -' v� .. . I. .I ��• V . v� 6"X6" TEE (FLXFL) 3-6" GATE _ 1 . SEE DRAWINGS C 1 AND C-2 FOR WATER LINE I • _ _ ---- - -� oo - .I •� v' - VALVES (FLXMJ) TO ABANDONED ss— — _ �- '• _ _ s _ s oo� s �'—I SS — - --r — — — 90 � SS— 6"X8' INCREASER (MJXMJ) BE 1`. _� I EX ROW _ t'`, v'v- � v "----- ------ _ 8" SLEEVE (MJ) = ` �� - EX. 10 WATE RECONNECT TO EXISTING 8" WATER _ - — -- — ti \ 14- v 10 5 0 10 20 r SCALE IN FEET EX ROW EXIST. 8" W (565 ZONE) 330 330 35 LF " DI 112 LF 6" DI 320 -. -- - 320 310 310 -- - 2 300 2 300 1 2 1 3 2 2 3) 290 _ - - 290 - J_ Q] I a I 280 280 LLJ 3 I 3 270 AS -BUILT 270 3 > ` q 0+00 0+20 0+40 0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 P rn J�'`� pF TA lNC C c Y v .r af 2 0 I ^J, 2 J" / 49 6 BA,�i s 0 NO L AAS-13011- W NO W=373104 STRUCTURE STATION AND OFFSET LOCATIONS ARE TO E VENTER OF LID OR GRATE MSURVEYED: oo RECOMMENDED FOR APPROVAL SCALE: G. BROOKS AS NOTED DRAWN: A. ROSHAK DRAWN: VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 �► �� 'y ML CITY 0 F RENTON DATE. 05/05/2017 FlELDBOOK: HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY GREEN CONNECTION o • BY J. WILSON - DRAWING N0: o ONE INCH CHECKED: R. CHUNG AT FULL SCALE M DATU Planning/Building/Public Works Dept. WATER PLAN W- 0) BY F NOT ONE INCH SICALE ACCORDINGLY1-1 NO. REVISION BY DATE APPR APPROVED: D. ATCHISON SHEET: 22 OF: 24 D <