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HomeMy WebLinkAboutW-423302cr) N N 30.6' (AB) 428=8" DI (RJ) 75+75.01, 9.71' LT (AB) 7C . CA 27 O 70/ T 1-12'k8" CROSS, FLxFL 2-12" GATE VALVE, FLxMJ 1-8" GATE VALVE, FLxMJ 1-8" ADAPTER, FLxMJ 2-12" PLUGS, MJ 75+75.01, 8.3' LT, 8" GV (AB) 75+76.42, 10.48' LT, 12" GV (AB) CONNECTION A 75+89.74, 9.06 L T SEE FITTINGS ON DETAIL, THIS SHEET i 75+75.01 11.11 LT 8" GV (AB) ) - J6290004u 3515 NE 127H S ; " SITE UTILITY POTHOL! EX AC WATER MAIN INLET PROTECTION l�! 8062900005 1159 PIERCE A VE NE n � /j DETAIL, SHEET DT-pt::.: I �C • 2:5' N 75+48.04, 8.57' LT (AB) 75 . AA 2L O 50' / T Q 1-8x6 " TEE, FLxFL 0911500100 I 0911500095 1-8" GATE VALVE, FLxMJ 1203 PIERCE PL NE 1209 PIERCE PL NE 0911500090 1-8"APTER, FLxMJ I 1215 PIERCE PL NE 1-6" ATE VALVE, FLxMJ I'1 PROTECT DECORATIVE IW1 LANDSCAPING I 74+35.81, 22.31' RT (AB) 173+35.81, 23.23' RT (AB) - W 1 ?MJ206 EL =43-- �.F --- L� �75+11.41. 16.55`l�fi(A$L. •_-L �I ® I• � 1 2 MBS i �.y:^" J LAWN` h 1 i iPd•::::.::::.:::.:::.:::.::•:: _ s: �= � 1 LAW O C1P _ '=Epp=:- -OP i %/ �,� f': ' . -00 IW'1 PA -� -OPr . .=0P OP- - -OP- W -�--� , :I _ - - -----� 1.=114.-kIP6* r G- -G =fit _G _ _ • •.Q•. _ .�GL-: ' : ' . :::: ::. :::::::::C:::::::::::::::: s S5 ---ss ., . ::..:.:.:.:.:..:.::ICI �,�. }.. :�,_.:.::.::.::.::.:..:..:..:. W ao i.: T� _ , . . AD I.•• •.'.•.'.•:.•::•.'.•' •:.•:.•:.•: •:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:.•:••I.• ••:•• :••:••.• :••:••:••:••:••:••:••:••:74:•::•::•::::••:•:.••.••.T.••.••.••.••.••. :.•:.•:.•:.•:.•:. ✓ • 225 �8" Dl .1?J v. _ 6`A i.• .• .• ZL �.• T i . Ej �8 GV D2iO, -- LAN Q 75+48:9yk 81.. •:. -SD- -SD- X -SD j- J--- 10 6.(AB : :1F SAWN -I• �D Sp.-_• LSD---- 423FNC I: •:. • GR1 •• : .�Q� \ EX SDMM •(700b) TYPE 11 48" ' I 74+38.86, 21.48� LT .4B} LCW �: Ln RIM 432.69 74+98.37, 22.2' LT (AB) -,5TRO TURF "���✓✓✓ I _ ,2 CY8" CONC lE 426.73E (PLUGGEGN. ENu UBL CINDER BLOCK r..8" CONC lE 424.75 (E) SWING GATE 73+50.99CONC 1E 424.69 (," ER MAIN TO 20.61 LT AB 75+48.71, 38.46' LT (AB) Rl� BE ABANDONED /Nts 1-5 1/4"�FH ASSEMBLY PER SEWER DEPTH PLACE (TYP) 091150015,, STD PLAN 310.1 & 310.3 uyllouu/60 0911500155 1216 PIERCE PL NE • �I I 28 -6" D/ 1204 PIERCE PL NE 1210 PIERCE PL NE `Q Z. I� I W/ TIE RODS n IN SCALE: 1 " = 20' 0 10 20 40 8" POLYP/GG/NG S'' PER STD DETAIL 3 0 Q op 8" DI can V� 8„ DI T W 6" AC Q c TESTING CONNECTION NE 141H ST -N � W KEY MAP 2 !i NOT TO SCALE 4 - 2 2 t NE12mST t 4 N£ 12TH ST L RT� ' N 4 36-MIN (1) `O O Q Q FROM TEE TOCKLE VALVEO DS COVER AB c� + �i N _ ^ POL YP/G CROSS WAS REMOVED AT _ k CZ + "� EX/STING GROUND N PER STD DETAIL 300.7 FINAL TIE-IN ON 812012025 (AB) 4 3 O O - W kCO ROAD TYP N W 4 3 O (AB)C PIPE WITH 3.5' COVER REMOVE TEMPORARY CAP & °pwiliN I' 1 BLOW- & CONNECT TO EX CONNECTION A -r W X M WT �„8 C90 BENB�-M� TEE (MJ X MJ) WITH 8" MJ PLUG (AB) SEE DETAIL, THIS SHEET - �u Z 2-8" D/ SPOOL, LENGTH TO F/T CROSS 0 FIRE - _ _ N 1-8" SLEEVE, MJxMJ (5.33' NORTH OF 8" TEE) (AB) HYDRANT 1-8" COUPLING, MJxMJ 8"D/ R✓ Q _ I' 1 8" TRANSITION COUPLING 2-8" 45' VERTICAL BEND, MJ W 1.25 WEST OF TEE AB eo W/ CONC BLOCKING EX 8" SD EX 518 GAS W lE 426.73E (ASSUMED 3' COl/ER) (TO BE CUT v' 8"DI & CAPPED) � EX 5 8" GAS 8" DI (ASSUMED 3' CO DER) I ' 1 - 420 - - EX 5 8" GAS 420 "DI z (ASSUMED 3' COVER) 8"x8" TEE MJXMJ 8" D/ rr J WITH 2 ECOLOGY BLOCKS c/) 5.33' (AB) W T (AB) cn ~�� V CUT, CAP & ABANDON 3: EX 6 AC Q Q CUT, CAP & ABANDON PIERCE PL NE EX AC EX/STING GROUND EL v E CA L E: 1 °= 2 O' H, 7 °= 5 V ® ROAD TYP o QD - o FINAL CONNECTION N 0 0i Q� oo o CONNECTION A 76 f 00 75 f 00 74 f 00 NOT TO SCALE 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 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. 9C�EXACT 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 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 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. 7. 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 TE SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 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 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. ASmEUILTS W-423302 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 PROJECT NO: W-423303 J. �\Po 04, SCALE: AS NOTED NE 1 2 TH 5 T A C WATER ,,c*_, % o PLOT DATE. 1/20/2026 MAIN & STORM SEWER ' �� CITY OF R E N TO N BRIAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT s 32126 �� \�� ASHINGTON TAYLOR BROWN, PE L F FG/sTc, ENGINEER CA G -2 3- 12 7 SS/ONA CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN PIERCE PL NE JOB NUMBER 2 2- 3 5 4 SH TWA - 0 1 SH T 3 OF 27