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HomeMy WebLinkAboutW-423309cr) C'7 N N JJ07800010 1248 REDMOND PL NE 0 1 44131 fr 430 N © 2026 A TWELL NO DATE NOTES 1-12'k8" TEE, FLxFL 8+65.76, 5.21'RT (AB) 1-12"GATF VALVE, FLxMJ �. 1-12"ADAPTER, FLxMJ 8+64.23, 3.80'RT (AB) 1-8-GATE VALVE, FLxMJ W/ CONC BLOCKING 1-8"PLUG, MJ W/ CONC BLOCKING IIVJ/fiLL UcflUmAry QLU6dlllV (, PER DETAIL, SHEET DT-03 IOfOO 9f130 s+00 O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 2O7H/S NOTE INTENTIONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER STD DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (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 EXISTING FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXISTING GATE VALVE. CONTRACTOR TO CLOSE EXISTING VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXISTING MAIN TO ABANDON. 9OEXACT LOCATION TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO POTHOLE EXISTING UTILITIES /N ADVANCE TO SET HYDRANTS WITHOUT USING VERTICAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOLITION OF HOMES FOR THE TOWNS ON 127H PROJECT. CONTRACTOR TO VERIFY DEMOLITION 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 EXISTING UTILITIES ARE APPROX/MATF AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXISTING UTILITES A MINIMUM 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 EXISTING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EXISTING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING 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 VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT UTILITIES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 1 FOOT. Z WHEN WATER MAIN PASSES UNDER EXISTING 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 TF SERVICE ONE. N J. D �PoF coATW L 866.850.4200 www.atwell-group.com ?� 32126 0 25 CENTRAL WAY, SUITE 400 F,p FG/STERN' G KIRKLAND, WA98033 S/0NAL 425.216.4051 1 1 n A W TW y N W W (n 430 N SCALE: 1 " = 20' 0 10 20 40 NE 14M ST N W KEY MAP 2 NOT TO SCALE 4 2 2 t t NE 12TH t N£ 12M ST QI 3 CONTRACTOR SHALL N I VERIFY THAT LINE /S o DEPRESSOR/ZED TEMPORARY 12" CAP PR/OR TO EXCAVA71ON to W CONC BLOCKING BEHIND EXISTING 2" TEMPORARY BLOCK. ° BLOW -OFF 00.1 M 8" DI INSTALL DEADMAN BLOCKING ON TEMPORARY EXISTING MAIN 6 PLUG BEFORE FINAL CONNECT/ON 2" TEMPORARY BLOW -OFF TESTING CONNECTION O U CUT CAP &ABANDON 4-1 L� �D IV REMOVE TEMPORARY PLUG & BLOW -OFF, & CONNECT TO EX 8" D/ 6" C/ W/ 1-6" 90- BEND, MJ 2-6" D/ SPOOL, LENGTH TO F/T 1-6" COUPLING, MJ 1-DEADMAN BLOCK 6" D/ SHACKLE RODDED TO BEND W/ CONC BLOCKING U b� FINAL CONNECTION CONNECTION E NOT TO SCALE 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 /N THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQU/REMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PL 0 T DATE: 112012026 C I TY 0 F R E N TO N BR/AN J. DARROW, PE PROJECT MANAGER ALRJ 1NASHINGTON TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER A.SmBUILTS 1( ,"�T� 12"Dl TESTING CONNECTION REMOVE TEMPORARY CAPS & L BLOW -OFFS, & CONNECT TO 12 WATER MAIN W/ 1-12" D/ SPOOL, LENGTH TO FIT r 2-12" SLEEVE, MJ 0 c N 12" DI 1� 2 D/ "kid 12" DI FINAL CONNECTION CONNECTION F NOT TO SCALE W-423309 EXISTING UTILITY NOTE EX/STING UTILITIES ARE SHOWN /N THE APPROX/MATE 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 EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 O NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINOTON WATER PLAN NE 12TH ST I JOB NUMBER 2 2- 3 5 4 SHT WA -O S SHT 113 OF 27