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HomeMy WebLinkAboutW-423308„w0423059362 N CM CM N 0 W W Z N W W N W� Z TJ y V Q U) It t� Q N 106l4000,_ 1163 REDMOND AVE NE i W 4413 LjI Z N W W N W 43O ? J Z Q © 2026 ATWELL NO DATE . v ' """ r'' r•� $ DETAIL, THIS SHEET W/ CONC B¢ dCK/rv� �I . •:. •. • •. t, • �I � II • . �`\ �� I 13+05.90, 59.95' LT I .. -u --' S INSTALL DEADMAN BLOCKING • � �-. • 440• • .: • . •• • •. •: • •. • PER DETAIL, SHEET DT-03 7Ub74UU7bU 1164 REDMOND AVE N 12- DI 1E 437.99 (E) "WARNING 12- CPP 1E 434.84 (N) PETROLEUM I I 1061500170 I I 1159 SHEL TON AVE NE I 1 4+ OO 1 3+ 00 12 f 00 1 1 f 00 NOTES O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 07HIS NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIF7CA77ONS (SEE NOTE 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER STD DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND NOTIFY RESIDENT DAY OF METER SWAP THAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EX/STING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXIS77NG GATE VALVE. CONTRACTOR TO CLOSE EXIS77NG VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCA77ON TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING U77LI77ES /N ADVANCE TO SET HYDRANTS WITHOUT USING VER77CAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLIT70N OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLI77ON WITH CITY PRIOR TO REMOVAL OF WORK. BY REVISION CONSTRUCT/ON NOTES 1. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUGS OR APPROVED EQUAL. REFER TO SP 9-30.2(6). 2. ALL WATER PIPE SHALL BE RESTRAINED JOINT PIPE. METAL TEETHED GASKETS ARE NOT ALLOWED TO ACCOMPLISH RESTRAINING. REFER TO SP 9-30.2(6). J. DEPTHS OF EX/STING U77LI77ES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE 77ME OF DESIGN. CONTRACTORS SHALL POTHOLE EX/STING U77LITES A MIN/MUM OF 200 FEET AHEAD OF WATER MAIN CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. POTHOLE EX/STING WATER MAIN PRIOR TO TRENCHING FOR /NSTALLA77ON OF NEW WATER MAIN AT ALL POINTS OF CONNEC77ON TO EX/STING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EX/S77NG SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES CONTRACTOR NOT ALLOWED TO OPERATE VALVES REFER TO SP 7-09.3(19)A. 6. MAINTAIN 1 FOOT VER77CAL SEPARATION BETWEEN WATER MAIN AND OTHER U77UT7ES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT U77LI77ES FROM BEARING ON WATER MAIN WHERE SEPARA77ON /S LESS THAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EX/STING STORM OR SEWER, INSTALL WATER MAIN SO THAT THE PIPE ABOVE IS CENTERED BETWEEN WATER MAIN PIPE JOINTS 8. SERVICES UNDER RETAINING WALLS, ROCKERIES, HEDGES, AND FENCES SHALL BE BORED. 9. CONNECT NEW SERVICES WITH NEW 1" COPPER TAILPIECE ON BACK SIDE OF NEW METER SETTER TO EXISTING CUSTOMERS PRI VA TE SERVICE LINE. ATW LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 J. ra !R;CITY OF RENTON WASHINGTON �0 0 k W 41 W W Ul W Z J Z V Q V) r� Q YJ N SCALE: 1 " = 20' 0 10 20 40 ' NE 14TH ST 2 1 CAUTION: PETROLEUM PIPELINES CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS PRIOR TO EXCA VA 77ON WI THIN 25FT OF OPL FA Cl TILI TES. OPL PERSONNEL SHALL BE ON SITE AS REQUIRED DURING CONSTRUCTION. BP FIELD REPRESENTATIVE GAR Y GOMEZ 206— 510— 0575 co i W W Z 440 ul W W En W 2 430 Q TEMPORARY 8" CAP INSTALL DEADMAN W CONC BLOCKING BLOCKI ON EXISTING MAIN 2" TEMPORARY BEFORE FINAL BLOW —OFF z CONNEC77ON 8" DI _ 1 Es 8" DI 1�� 12"Dl TESTING CONNECTION BEND W/ CONC BLOCK 1-8" 45' BEND, MJ 2-8" D/ SPOOL, LENGTH TO FIT 2-8" SLEEVE, MJ W/ CONC BLOCKING 8" DI -7 ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN TS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA 77ONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PLO T DA TE 112012026 BRAN J. DARROW, PE PROJECT MANAGER TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER AEmBUILTS 8" DI o� 8" DI \ CUT, CAP & ABANDON EX 8 DI T = ,-, ( 12" D/D/ 12" Dl I L REMOVE TEMPORARY PLUG & BLOW —OFF, & CONNECT TO EX 6" C/ W/ 00 1-6" 90' BEND, MJ 1-6"DI SPOOL, LENGTH TO FIT 1—DEADMAN BLOCK SHACKLE RODDED TO BEND W/ CONC BLOCKING FINAL CONNECTION FINAL CONNECTION N KEY MAP 2 NOT TO SCALE t22 4 N£ 12TH ST w U INSTALL DEADMAN BLOCKING ON EXISTING MAIN BEFORE FINAL CONNECT/ON 2" TEMPORARY BLOW —OFF TESTING CONNECTION CUT, CAP & ABANDON CONNECTION C NOT TO SCALE of00 r6"Dl CONNECTION D NOT TO SCALE W_423308 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCA77ON, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACILI T7ES BEFORE CONSTRUCTION. CITY OF RENTON PRi3 JECT NO: W-423309 NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINGTON WATER PLAN NE 12TH ST JOB NUMBER 2 2- 3 5 4 SH T WA - 0 7 SH T 9 OF 2 7