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HomeMy WebLinkAboutW-423310CM N N i 04230o,,,,,, FINAL CONNECTION TO BE DONE BY 042 591001 WATER MAIN INSTALLATION I 916 NE 12TH ST CITY. CONTRACTOR TO COORDINATE 0 A DRESS) TO B SDONE B TOWNS ON WITH TOWNS ON 12TH PROJECT TO N 0423059100 INSTALL ONE THRUST BLOCK ON I PERMIT NO. V2300201 924 I (NO ADDRESS) I I - ABUTTING CAPS. �L_ I►�C-� CONNECTION G NE 127H S 6+17.66, 3RT'- 0.00 =:2 E-£'�4P _ V El 428.25 SEE FIT77NGS ON AT MAN I 6+17.21, 4.47' RT DETAIL, THIS SHEET- 1-12"x12"TEE , FLxFL �I -----� - O 0 2-12" GATE VALVE, FLxMJ I SEE PROFILE G 6+16.53, Z04'R B) 5+98.56, 4.41'RT - 1-12"ADAPTER, FLxMJ SHEET WP-01 19=12"DI (RJ) 1-12"x8" TEE, FLxF A Q - - - - - - - - --W/ CONC BLOCKING _ - - - I - - 2-12" GATE VALVE, FLxMJ 5+99.16, 5.06 RT - 12" GV (AB) _ 1-8" GATE VALVE, FLxMJ 5+96.20, 5.02' RT - 12" GV (AB) ---� �- X \ > - -- W/ CONC BLOCKING 5+97.61, 3.31 RT - 8" GV �AB) L 1� a _ MB S / _ 428 -� c, DER k, , - -� 1� CONC. 4 AT MAIN 16'F 10 ;46 F _ \ - � -OP_ _�._ =X - - p i (INACTIVE, yV2001386) �`uj W - _ x� x=• - -X - x _ a - N - - OP- - --= - --= �--- T OP I'1 . . T.� -. 4 _ •T � T' - T .�- - x �x�I 6P T9R- -= 6 W �? •'. •'. •'. •' •' FDG. illy , T:-.�.. . =ram= = ac .:. .. 1� ) t . • •'. SITE UTILITY POTHO - - ''nn • . �•'. •': •' • . • . EX AC WATER MAIN 'n Y, W W --•GV-.W - - - - uI i• W -W- E, Ruj uj WE•CA • .: A'T•MAIN • . • , . . CONTRAC7�OR lS REQU/RED TO FILE AlL. • •'.: • : • •'.: • .: • : V�•: • .: •. ,--= fit(--.- rn Iq I GTl :.:b! �?05386 '. • •'. • •'.: •'.: • ..:..:..:.. ..:.. • . Y. NECESSARY PAPERWORK PRIOR• TO•'.. •'. •'. : • : •'s IEET SOX .: '. �. AC .: .. 31 W • Y, Ff�G:LINE. cL 00 -= - _ : •': • : • : • : • : IMPACTING MONUMENT. G ' ' - 4• .tifP.• /p•' •'MA �p�` �- '� - -. - �.' _ :1. . • . . �' . . . • .......: ':. • ... :=-7 : :. • . • . rry ;. Ply •� i CO c= =. .c ': • D..../.. •.SD•-.�-- 428 - I'1 - -S�•= ..SD -.}} ' __ ' ��' • �' : •�': .• SEE TABLE, SHEET N•'.07'. '•'. ' W - CTR 1 -WGF, DUCT TEL DUCT CONT. W. %�� �u : •'. • . 4-'.SD= .-' �._ TT_----p-- -- - J 1. 0' TALL WALL FEC-T---- INLET -p- AC WATER MAIN TO FND PUNCH IN 1 2" BRASS PIN IN CONC / - PROTECTION PER r 1 1 �: •' I'• : '. DETAIL, SHEET - _ �_ _ _- V BE ABANDONED /N MON IN CASE, DN. 0.25 c� • / V 4 28 LAWN �:. . .: • .:.. •'... I ��� -� 24 •� (TYP) '?VO PARKING k PLACE (TYP) (/ /2023) I LAWN Q EX CB (15404) W/9'GRA TE PH % COMM II I: • •: •:: :: • �: • . • .:� �� L 'S OP" LA WV r_ CB 15402 WALKWA Q RIM 426.74 SEE TABLE, SHEET G - 1� I II .� I I. I �� 6" DI? lE 425.94 (SE) 7.0' WALL II �" ' ' 0.3' WALL 12"RIM CONC 1 ►! 12" CONC lE 424.53 (W) I CHANNELIZED PH 8 -GAS I �. . ': � 26,p 12" CONC lE 424.43 (E) UNKNOWN END SEE TABLE, SHEET GN-01 I II 4 :"� : 8 6 EX CB 15401 W 9 GRA TE EX SDMH (15403) 5+96.78, 47.43' LT N RIM 426.50 I RIM 427.86 1-8"x6" TEE, MJxFL ' I II f '.: ': .. ' . 6" DI? lE 425.70 (NW) `� I CHANNELIZED 1061500610 .� 12" COA� 5• 'LT (AB) 1-6" GATE VALVE, FLxMJ .3 S/TE UTILITY POTHOLE 3900 NE 11TH PL 1615001801 12" CONC 5.�8 I,V/ CONC BLOCKING r I `, I I EX AC WATER MAIN 5+75.50, 45.77' LT (AB) 1174 NO OTHER INLETS WSI6Lc I i s , zc c„ , T )HELTON 7=8" DI (RJ)� :::::: CONNECTION H Q I 1-5 1/4" FH ASSEMBL Y PER Q 4VENE II :. :.•:.•:. ' :.•'•.•'• 5+91.48, 54.657T 5+96.51, 54.83' L TI STD PLAN 310.1 & 310.3 N I 1061500480 II r . • . 1-6" 90' BEND, MJxMJ 20 -6" Dl 3901 NE 11TV PL 1-8"x6" TEE, MJxMJ F D INVERTED NAK SEE FITTINGS ON (n 1-8" PLUG, MJ IN CONC MON IN DETAIL, THIS SHEET W/ CONC BLOCKING CASE, D 0. 3' 5+91.25, 59.68' L T (4 28/2023) I INSTALL DEADMAN BLOCKING EXISTING GROUND M ® ROAD TYP NE� TH PL WO_ Lu �o �u co 1 Q---- _ W 3 0 � W 43O c+ W o _ � CL 48" MIN Wei COVER uI--- ----- --- W W- --- - W N EX 3" POWER (ASSUMED 4' COVER) W EX 5 8" GAS uI (ASSUMED 3' COVER) 420 N W 2 TJ X Q 7f00 NOTES 0 � 12"D/ R J --- YJ oF W EX 2" POWER 41 (ASSUMED 3' COVER) TEE - TEE 4213 EX 5 8" GAS (ASSUMED 3' COVER) w 41 2 TJ y NE 12TH ST EX/STING GROUND EL °= "= Q SCALE: 1 2 O' H, 1 5 V ®ROAD TYP �p O O Q) Q� Q� Q6 Q6 CN 6 f OO 5 f 00 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. l 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 EX/STING 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. © 2026 ATWELL NO DATE 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 UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EX/STING 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 EX/STING WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EX/STING WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EX/STING 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 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 EX/STING CUSTOMERS PRI VA TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 N SCALE: 1 " = 20' 0 10 20 40 T Q CONTRACTOR SHALL N I VERIFY THAT LINE /S DEPRESSURIZED TEMPORARY 12" CAP PR/OR TO EXCAVATION W1 CONC BLOCKING BEHIND EXISTING 2" TEMPORARY BLOCK. BLOW -OFF it N 12" D/ �ITI 12"Dl " TESTING CONNECTION REMOVE TEMPORARY CAPS & BLOW -OFFS, & CONNECT TO 12 WATER MAIN W/ 1-12"D/ SPOOL, LENGTH TO FIT 2-12" SLEEVE, MJ 12"DI 1� 2 D/ "ITI 12" DI FINAL CONNECTION CONNECTION G NOT TO SCALE ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS 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 71ONS 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. ASmEUILTS ' NE 14TH ST 2 tLL- 't NE 12TH ST 0 z � U 1 INSTALL DEADMAN BLOCKING ON EX/STING MAIN BEFORE FINAL CONNECTION 2" TEMPORARY BLOW -OFF TESTING CONNECTION o CUT, CAP & ABANDON LJJ REMOVE TEMPORARY F 8"DI / 61 C/ W/ w vV 1-6" 90' BEND, MJ 2-6" D/ SPOOL, LENGTH TO FIT 1-6" COUPLING, MJ 1-DEADMAN BLOCK 6"DI SHACKLE RODDED TO BEND W/ CONC BLOCKING U �I FINAL CONNECTION CONNECTION H NOT TO SCALE N KEY MAP 2 NOT TO SCALE II j N£ 127H ST W-423310 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN /N THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, 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 EX/STING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 1 �\Po J. oq�� SCALE: AS NOTED NE 12TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N &STORM SEWER �� CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 \�� WASH I N GTOIV TAYLOR BROWN, PE F j o sTE S/OR c, ENGINEER CA G- 2 3- 12 7 SNAL �� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN NE 12TH ST JOB NUMBER 2 2- 3 5 4 SH T WA - 0 9 SH T 1 1 OF 27