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HomeMy WebLinkAboutW-423306cr) C'7 N N i SEE SHEET WA-06 V 0911500015 I \ • • L : I1 " : --T 0911500005 0 216 QUEEN AVE NE II LAWN I I t.. :: . •� : ��:• I HYDRANT DELETED DUE TO CONFLICT WITH SIDE SEWER 1204 QUEEN AVE NE CL . • < _ 0923059252 Q 3+13.09, 19.25" 0911500010 2" HIGH CONC. WALL I I I I ' I I 1176 QUEEN AVE NE I STD P 4» F 90.1 &M� 0.3 PER 1210 QUEEN AVE NE W 3FENCE ON TOP I : ::: • ::::: :::::: ' �i: • I x SITE UTILITY POTHOLE I I 11 I J TEL DUCT I 11= l " EX AC WATER MAIN � •: •: •:: •: • :: •. • . • • : • • : • • : • •:1}•: � � .• �. .1 �f::.: I W /T/ERODS N .• . •.••.••. c�•:J 30+54.02, 9.22 RT, 12 GV (AB) I I �I I i- TBM-210 SITE UTILITY POTHOLE i W I EX AC WATER MAIN AC WATER MAIN TO ��"--,Y BE ABANDONED /N 30+54.04, 7.75"RT (AB) I I �0 {� ELEV=436.91 -- 32+97.56, 20.24" RT (AB) PLACE (TIP) 31+85.26, 25.32" RH (CAB) 31+39.55, 24.56" RT (AB) 1-12'"x8"" CROSS, FLxFL I I f�nn -436-. _____ --436-- . 1 RICK 2-12"" GATE VALVE, FLxWJ I I • ' •..: •: ::�.:.•::.•.� 1 EX FIRE HYDRANT Y, I f_ - - - , R-F z'�4'-R F 2-8"-GA-TE VALVE, FLAN I 2'it uj ROCKERY` I::.:•::• --�`�: - - - - •:••:•: •: I '� sTof q3 - LAWN } : :� CCG�Q G` MB SI St1RI7. . MJ� BRICK COL. ll �... \ - - - - _ �. W-. ..--dP ..� -- -�-- :✓ _ - - I -T. ---: - .--- - - ,Z=---- - W - ___ - -wo� -En 3 - ` 4 E"A yyT - �VV.�T 3' 46 O �N. - W W ` - i• - I 433:74 .. 2 8" Dl - ► 8. • D.'l• - - W W _ �: v, - _ _ q•. '-= - - - _ -= J ` � ati 4 •�••-• •• •• •• •• • • = �_ • :.ram • • / (n .s V-'�a�- -: . � � � � j7 55:-�- - =T •I - � �+F••' • BEAU civu 4► S - _ a• + - - - Z. �d 0 3 4WVN .::.•:.::.::.::.:•.::.::.::.::.::.::.::.::.::.::.:•.:0p1••.::.::.::.::.::.::.::.::.::.::.:: :I .::.::.::.::.::.:•.:•{,:•. :�;•'/ �, /� `•, �•. EXSSMH(11006) :::::::::::::::::�::•:: ::•::•: ::•:.•::• :• :• :.•::••.•• aa... •. •. •. •. •. •. - r Rl 4.35 1� -GG G-- ! :: ��•:: •:: •:: •:: •:: •:: •:: • :� 425.96 (S-W) ---��.-: I ::.: I CONNECTION B 9 : G • • - - G 3D+5a4'T • 8• : CX!` (/FQ} . .: :: .: .: 3 9 I �I LAWN �•.. •. •. :. :. ...•:. - f• � .• 0+ 6.51, 6. 0 -ssL---s ::::::::::: ` -�=iE_ - •- }. :: ;30+ 4.0 . R; �2: G.� AB • : - I 1 GRVL �u O (� as G• iEE F/T71NG`S ON ro - _ _ _ _ _ _ _ I tl . U . ETAIL, THIS SHEET O .: • : 1 LAWN iP �• .: • • .: - -� �_ 24 �F II ` i , .. , I W l/N '�---�- :�� ---i �i- --- i� °pI 9 14'C �. •: • : • STOP V - O ' • I I v�• :: • .: �p : I :.} 432.34 N 32+90.30, 23.46 LT (AD) J i zF I - - - : . 3 +`0 .82, 17.07' L T (AB) �ii LAWN LAWN ` : 18-8DI (RJ) POTHOLE TO VERIFY i I rn SEWER DEPTH I ..... I I I I M i 31+54.43, 21.33'RT (AB) ( :�••••• •�• •• • • •'• • I POTHOLE TO VERIFY I I I 33+13.09, 7.03' RT SEWER DEPTH SSo M ` , I 1-8"x6 "" TEE , MJxFL WITH 6" BLIND FLANGE (AB) LAWN BROKEN SIDE SEWER I I �. `� :. • 4i ::� N ' 6 "" G " TE " VC-,- M 4 NEW VALVE WAS REMOVED (AS) REPAIRED WITH SDR 35 PIPE Q I AND COUPLINGS (AB) 0911500105 K v ELEC. SPEED READER f. -.:.: . 1203 QUEEN AVE NE i� 0911500110 0923059205 rrnn uy1150u110 I i I 3607 NE 12TH ST YJ '209QUEEN AVE NE I i•••••••••• .N•.••.• I 7215 QUEEN AVE NE I f• : I �I it r �•�I : �: �•:•:•�:•: �:: � •:•u::•�: �� I 0 i 430 W 3: En W W En W 420 ? TJ y Q EX 6" HYDRANT LATERAL --._-f-- STORY CROSS CONNECTION B SEE DETAIL, THIS SHEET QUEEN AVE NE 33f00 32f00 31f00 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. 3Q1 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. © 2026 ATWELL NO DATE BY REVISION CONSTRUCT/ON NOTES EX 8" WA 3.5' COVER 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 APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXISTING 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 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. 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 i AF N I = _.a- SCALE: 1 " = 20' 0 10 20 40 CONTRACTOR TO PROVIDE 1OFT OF CLEARANCE TO THRUST BLOCK FOR TESTING CONF/GURA TION 0 N 6" AC 'T 12" DI 2-8=22.50" BENDS WITI CONC. BLOCKS 2- 3/4" SHACKLE RODS • NE 14M ST N KEY MA P 2 NOT TO SCALE 2 2 NE 127H Sr t 4 N£ 12TH ST lid F: i1a z� 0 T _r 0 LL gI I �I Q C TESTINO CONNECTION o T U N Q 6" AC W ram/ 12" DI REMOVE TEMPORARY PLUG & Q BLOW -OFF, & CONNECT TO EX WATER MAIN W/ °0 1-8"DI SPOOL, LENGTH TO FIT 2-8" SLEEVE, MJ c� W 8" DI 3.5" COVER FINAL CONNECTION CONNECTION E 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 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. ASmEUILTS ABANDONMENT OF EXIS77NG 8" AC MAIN TO BE COMPLETED AFTER CITY CREWS RELOCATE WATER SERVICE AT 3607 NE 12TH ST W-423306 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL U77LITY 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 EXIS77NG FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423307 �\Po J. oq�� SCALE: AS NOTED NE 12TH S T A C WATER % o PLOT DATE. 1/20/2026 MA / N & STORM SEWER C I TY OF RENTON BRAN J. DARROW, PE PROJECT MA NAGER REPLACEMENT PROJECT 32126 �� \�� ASHINGTON TAYLOR BROWN, PE L F FG/sTc, ENGINEER CA G -2 3- 12 7 SS/ONAE� CAROL DOGGETT DESIGNER CITY OF RENTON WASHINOTOI WATER PLAN QUEEN AVE NE JOB NUMBER 2 2- 3 5 4 SH T WA - 0 5 SH T 7 OF 27