Loading...
HomeMy WebLinkAboutW-423307cr) C'7 N N i © 2026 A TWELL NO DATE SEE SHEET WA-05 i • I i : 2 MBS SHROUDED IN BRICK COL. 0911500105 LAWN 1 •�: 2"HIGH CONC. WALL I..... 1203 QUEEN AVE NE I W 3 ENCE ON TOP 0911500005 14 C 115+71.60, 26.54' RT (AB) v /Q• : r• • I 1 I �r 1204 QUEEN A VE NE Z Ll i }:ti:•..•:•..:•..•:•...• •1 I I i 1-51/4"FHASSEMBLYPER 1 • • . • • . • • . • • . a. • . • • .1 i STD PLAN 310.1 & 310.3 SWING GAIF20=6"DI 16+70.50, 4.35' RTC _ 12""POLYPIGGING STATION 'STOP" �.:•:. •:. I• .•l:• . • .:• ..Q. •• . •• - - -- �., Z oZ� �T x i LAWN I " -� I •: 1SITE U77LITY POTHOLE PER S7D PLAN 300.7 1-12'x6" TEE, MJxFL 4WN INLET PROTECT/ON P 4-- —OF f. : • :..I.. 1 EX AC WATER MAIN -� . 10 1-6" GATE VALVE, FLxMJ 15+72.0$, 5.51' DETAIL, SHEET DT-01 RT (AB) _ - - ---:21�- - - =0 — — 7f �- .: •::: •:. hOP: I —OP— — W/ CONC BLOCKING OP_ -r l ' :•.tT+00. .••..••..•..•..•..•.►I•.I •.. •. •. •. i. z ..•. . •.r•. •.T. �. . . . . •:. •. •. . .. . .••�� 433.46..•.• .• .••.••.••.•• .•:.•� .••.••..•.•• ••..•.••..•.••.••..• .•:. WVN..••..•..•..•.:••.:••.:••.:••.:• :.:••::••: •.: •. •.• .• .• .. ' . "c. •. •. •. •. �:. �.. •. •. •. •. •. •. •. •. •. jN-:�--.W:-: c w _ _. __= _ . -SS----S� _ �C- SS ELEC. SPEED READER I I I 8"" PVC 1E 425.96 (S- 0923059205 3607 NE 127H ST I 430 17+00 NOTES 432.34 0. •. WVN•. •'. •y --- \=�-32 F T— 433:6.6•./ I —TEL DUCT — \� *. "WALKWA Y-4-- "DE�D END AC WATER M, a W.N. • : • I BE ABANDON o f :433:74 • I I PLACE (T1P) ELEV=436.91 EX FIRE HYDRANT I I I I 092JO59252 1176 QUEEN AVE NE 16 +00 1"WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFICATIONS (SEE NOTE 9 BELOW AND CONSTRUCTION NOTE 9). 207HIS 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 EXIS77NG 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 rAV*AM :.•. �.•. •.:•.:•.:•.:•. � :. •_ •---.�_`:z�9 EFL. 8',1 ' FENCE i � 14+52.18, 26. 73' L T (AS) 12 15+03.15, 26.93' LT (AB) I oZ ^o 092JO59104 I �^ 3617 NE 127H ST o � I 15+00 CONSTRUCT/ON NOTES W W z ul W rW VJ WJ 2 J Z Q 0 Ln Q YJ 440 W W Z N W W N 'U 430 Z J Z V Q 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 EXIS77NG U77LI77ES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTORS SHALL POTHOLE EXIS77NG U77LI7ES A MINIMUM OF 200 FEET AHEAD OF WATER MAIN CONS7RUC77ON TO VERIFY DEPTHS AT CROSSINGS AND CONNEC77ONS ALL CROSSINGS SHALL BE EXPOSED AND VERIFIED BY THE ENGINEER. 4. P07HOLE EXIS77NG WATER MAIN PRIOR TO 7RENCH/NG FOR /NSTALLA77ON OF NEW WATER MAIN AT ALL POINTS OF CONNEC77ON TO EXIS77NG WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNEC77ONS TO EXIS77NG 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 SEPARA77ON BETWEEN WATER MAIN AND OTHER U77LI77ES UNLESS OTHERWISE SHOWN. INSTALL ETHAFOAM 220 PAD TO PREVENT U77LI77ES FROM BEARING ON WATER MAIN WHERE SEPARA77ON /S LESS 7HAN 1 FOOT. 7. WHEN WATER MAIN PASSES UNDER EXIS77NG 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 EXIS77NG CUSTOMERS PRI VA TE SERVICE LINE. PN D J . ,q of w Q) 'ti °� I AT W L co „Clk866.850.4200 www.atwell-group.com 32126 �25 CENTRAL WAY, SUITE 400 �s /0ISTV- KIRKLAND, WA 98033 425.216.4051 CITY OF RENTON WASHINGTON N SCALE: 1 " = 20' 0 10 20 40 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. SCALE: AS NOTED PLO T DA TE: 112012026 BRAN J. DARROW, PE PROJECT MANAGER TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS NE f41H ST -N W KEY MAP 2 NOT TO SCALE 4 2 2 t t NE 127H Sr t 4 121H ST Q ��NE W-423307 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 EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-423308 NE 1 2TH 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 SH T WA - 0 6 I SH T S OF 27