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HomeMy WebLinkAboutzW-3731SetW-373101 W-373102 T M M N F— I WATER PLAN GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE —CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT —IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT —IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1% CHLORINE SOLUTION PRIOR TO INSTALLATION. 5. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 6. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. 7. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED, 8. THE CONTRACTOR SHALL NOT LEAVE STOCKPILED TRENCH EXCAVATION MATERIAL ON CITY STREETS OUTSIDE OF WORK HOURS. 9. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. 10. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 11. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) DAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 12. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. 13. THE CONTRACTOR SHALL KEEP PROJECT AREA OPEN TO TRAFFIC AT ALL TIMES, UNLESS APPROVED BY THE CITY OF RENTON. 14. CONSTRUCTION WORK SHALL BE FROM 8:00 AM TO 4:00 PM. 15. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG RETAINER GRANDS IN ADDITION TO CONCRETE BLOCKING. RECOMMENDED FOR APPROVAL ch BY zims'. BY N0, I REVISION A. ROSHAK J. WILSON R. CHUNG BY DATE APPR __76. ATCHISON scke. N/A DATUM dCITY O F 05/05/201 RENTON a _ HARRINGTON AVENUE NE PHASE II SUNSET COMMUNITY - GREEN CONNECTION Planning/Building/Public Works Dept. WATER PLAN GENERAL NOTES o�. W-3 W-373103 CONSTRUCTION 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 < WATER VALVE RIM=307.53 4?+.n1 H 145+29.98, 43.98 LT WATER VALVE 2 - _ ---- - - - _ T C'0,NtiE T Ex 4� CONSTRUCTION NOTES - 1 _ - RIM=307.40 3 2 = -- ^=, BY ENGINE VE H 145+31 .15, - - - --- WATER O WITH DI SLEEVES _ 1 CONNECT TO EXISTING MAIN I 40.23 LT 3 - - _ - (MJ X MJ) WITH MEGALUGS 3 - _ - _ - - 10.12 LT 3 2 INSTALL: _ - O / 2 1 — 45 DEGREE MJ BEND WITH MEGALUGS • 1 - THRUST BLOCK // I co 1 PER CITY OF RENTON STANDARD PLAN 330.2 EX ROW EX ROW _ i • . - - - _ — — — — — — — — — _ O v • d, I — .. , .• .,: .. :• .. ,• •,,,, •; ,,, , . (� ., ,:• 1 45 DEGREE MJ BEND WITH MEGAL_UGS r a°a 8 W 1 - THRUST BLOCK W THRUST `r _• — (565 ZONE) I z PER CITY OF RENTON STANDARD PLAN 330.3, :. ... ; . 00 o �- — — — 6 BLOCK SHALL BE SIZED TO ACCOMMODATE 6 EX 6" W (565 ZONE T ° o° 6 .00' -- p - -- sD -- -- — SD — --- — SD— ° - -I Q HORIZONTAL AND VERTICAL FORCES. PROVIDE SHACKLE — W EX 8 W 565 ZO E) ° RODS AND TURN BUCKLES IN ACCORDANCE WITH vy — — — Z - — — — STANDARD PLAN 330.3 1 PA.rri (n I (D INSTALL GATE VALVE PER CITY OF RENTON STANDARD -- -- w --. — --- --- r EX 8 CI W �� — f! I `,--w— 7 PLAN 330.1 rr r • w — `� _--- --- w---- �. EX .12" w r CH2O - 7 12 W (4 Z NE). � I RECONNECT SERVICE LINE, REPLACE GATE VALVE 7 . DO T DIS B -- 7 soo•55'3s"w �, _ © INSTALL CONCRETE DEAD —MAN BLOCK ON EXISTING - - - --' cn� - - - - - 264.95' - WATER MAIN. SEE CITY OF RENTON STANDARD PLAN 1.2" W (435 ZONE) H-LINE WATER VALVE 7 -� EX 12" W •(43 . ZONE) ' 330.4. DO ' NOT DISTURB 1, 4 rj -�-•Q 0 RIM=306.99 .16," M - - 0 INSTALL 2-3/4" SHACKLE RODS PER CITY ST RENTON HAR R•I N.GTO N ' AVE NE. H 1 45+27 - - - - - - GT - AVE:VE_N E - - E 15.83 LT G + G G G� --, PE — — _- G 7STANDARD PLAN 330.5 AND 330.4. — G— — G G G — 2 Y - - -- °°° .r - -D- - _ NOTES OQO0 0000 _ �- St) E ID1• _v¢a;' •. `• - — - - 1 SEE DRAWINGS C-1 AND C-2 FOR WATER LINE • .\01 ° O° �- -�- �� � r TO B EABANDONED — v �, ° o �, - O — — — •• s -r V, V_. — -- --__ -- — 4 10 5 0 20 _ IR SS_ _ - - - _ S SS 0 • 10 I I -- EX ROW o SCALE IN FEET II RTF� FND MI • I -- J - EX ROW r - 330 330 88 LF 6" DI 79 LF 8" DI 320 320 _ 310 310 - - 300 300 1 3 1 1 3 2 290 290 - J I 1 3�-02 2 3 N Q 280 - 280 J lwY Q 3 I AS -BUILT 270 3 270 1 0+00 0+20 0+40 0+60 0+80 1 +00 0+00 0+20 0+40 0+60 0+80 1 +00 P. PAR > �'` p4 WA cy o Y � v ^ 286 J" 00 Nq LANO i U O AS -BUILT N • STRUCTURE STATION AND Wa 373105 OFFSET LOCATIONS ARE TO NTER OF I_ID -)R GRATE E DATE: M SURVEYED: G. BROOKS RECOMMENDED �Rn. NAVO 1988 CITY T �/ 0 05 05 2017 AS NOTED HORIZONTAL: NAD 1983/1991 FOR APPROVAL DESICNEA. ROSHAK HARRINGTON AVENUE NE PHASE 11 PAGE: OK: RENTON PAGE. O • BY DRAWN. J. WILSON ONE INCH DATUM SUNSET COMMUNITY - GREEN CONNECTION DRAWING NO: CV CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WATER PLAN W — 2 \ SM BY R. CHUNG IF NOT ONE INCH N 0 . REVISION BY DATE AP P R 23 24 APPROVED: SCALE ACCORDINGLY SHEET: OF: D. ATCHISON 3 Q