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HomeMy WebLinkAboutW-423305cr) C'7 N N i © 2026 ATWELL NO DATE \ 0911500035 1324 QUEEN AVE NE \ BEAUTY ROCK \ W HOUSE # SIGN \RAISED PLANTERS TBM-208 �"� � A ELEV-431.65 2 \� VP' ` I 0911500040 T 5 3624 NE 147H ST -;6' R EX SSMH (10585) RIM 431.75 6" PVC 1E 423.05 (NE) CONC 1E 422.03 (S-W) \ 35+,71.34, 12.78 I 0911500030 I I 1316 QUEEN AVE NE 0911500025 35+59.16, 1&66' RT (AB) 13- 'QUEEN AVE NE I 1. 5' CMU WA !:� 1: g".45' QFIgJNJxMJ 34+84.64, 23.59' RT (AB) I V-.50/VC: $Lt�K%NG.\ I POTHOLE TO VERIFY :: ::::\ �:: r::•.I �� LAWN \ y SEWER DEP774WN I A !/ � 34 3 9 T (:::::: • :: • ::�_ _ PA - - , , - - +47.35, 25 (B) I• . • 20 R-OPT AC A.7R h4A/N TO :: •: . - fir:-�•• :.:. : LAWNI..: • .:•:.:•:: I�DONED IN : � GR 1 9 N CC cn �WN ...._.___��i T--_ _ -W--W- T T-- -T-=:=T:I :�: :.•:.•:.•.•::•::•::•:: :.•:.•:.•:.•:: :� T77 :•:6 •4C:.:••T�:::i I :I. .. PA. i. •. ::::I . • I' • '4 . • '• '• '• '• .' ( ) LAWN SITE U77LITY POTHOLE 4: i EX AC WATER MAIN 8' POTHOLE TO VEk/FY ?�'cF' �% 10 : I o0 :. :: :. •:. •: �: C SEWER DEP774 -- - 35t45�9 + 50+74.16, 29.61 ' L T (A81 INLET PRO TEC77ON�PER -� DETAIL, SHEET DT-01 I PA `° 1-5 1/4" FH ASSEMBLY PER I' : • : • :: STD PLAN 310.1 & 310.3 o I I 35+57.03, 13.07' LT 0911500045 I 1-8 "x6 " TEE, FL)FL 3616 NE 147H ST 1 N•�y�, I" 2-8" GATE VALVE, FLxMJ 50+63.68, 16.55' LT AND 50+61.80, 18.16' LT (AB) .� I 1-6" GA 7E VALVE, FLxMJ 50+63. 44, 18.17 L T (AB) 0.5' KEYSTONE I } I : • { W/ CONC BLOCKING I I I STA 50+96.73 20.0' L T 1 i o REL 0CA TED WA TER METER '0130 TO AVOID IMPACT TO R007S 9F EXIS77NG TREES RECONNECTED TO PR/VA7E SERVICE LINE (AB) SEE SHEET WA-03 430 420 NOTES ::::: ` :: :34+.iJQ.:: . 5�: ASS=-- 4 't! . Ir T G•• :- �� PAh LAWN'•::•::•::•::•::• El L 34+44.68, 23 96' LTT (lo)•• - 2 I 0911500125 I 1309 QUEEN AVE NE I 35f00 34f00 O1" WATER SERVICE PER STD DETAIL 320.1 AND AS DESCRIBED IN PROJECT SPECIFTCA770NS (SEE N07E 9 BELOW AND CONSTRUCTION N07E 9). 207HIS N07E 1N7EN77ONALLY LEFT BLANK. 3O1 1/2" WATER SERVICE PER S7D DETAIL 320.2 AND AS DESCRIBED IN PROJECT SPECIF7CA77ONS (SEE N07E 9 BELOW). ® INSTALL 1" AIR AND VACUUM RELEASE VAL VE PER S7D DETAIL 340. J. 50 CONTRACTOR TO KNOCK ON DOOR AND N077FY RESIDENT DAY OF METER SWAP 7HAT THEY WILL BE ENTERING THE PROPERTY. ©REMOVE EXIS77NG FIRE HYDRANT AND VALVE CAN. PLUG THE VALVE AT THE MAIN. OABANDON EXIS77NG GATE VALVE. CONTRACTOR TO CLOSE EXIS77NG VALVE, REMOVE VALVE BOX AND LID. ® CUT & CAP EXIS77NG MAIN TO ABANDON. 9OEXACT LOCA77ON TO BE FIELD VERIFIED BY THE ENGINEER. OO CONTRACTOR TO P07HOLE EXIS77NG U77LI77ES /N ADVANCE TO SET HYDRANTS K17HOUT USING VER77CAL BENDS. 11 SERVICE MAY BE DELETED FROM SCHEDULED WORK ONLY AFTER DEMOL177ON OF HOMES FOR THE TOWNS ON 127H PROJECT. CON 7RACTOR TO VERIFY DEMOLI77ON W177-1 CITY PRIOR TO REMOVAL OF WORK. BY REVISION CONSTRUCT/ON NOTES 0911500020 1300 QUEEN AVE NE 0.5' CINDER BLOCK WALL CINDER BLOCK WALLS PA l PA/SHRUBS -}---436----� , I'LAWN - I ---434-�-�j----- _-T-_=_ _ _-_T_ 'F .4.MBS: /I 4::'I E: ...::I.::::. L-31i 86 18- 2' LT (A) 1 9 \I 3 .3 0 - - W/WROUGHT LAWN IRON FENCE 8" CONC 1E 425.66 (S-N) 0911500120 1301 QUEEN AVE NE 1. ALL MECHANICAL JOINT FIT77NGS SHALL BE RESTRAINED W1774 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 U77L17ES 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 EXIS77NG WATER MAIN PRIOR TO TRENCHING FOR INSTALLATION OF NEW WATER MAIN AT ALL POINTS OF CONNECTION TO EXIS77NG WATER MAIN. REFER TO SP 7-09.3(19)A. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS 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 VERTICAL SEPARATION BETWEEN WATER MAIN AND OTHER UTILITIES UNLESS OTHERWISE SHOWN. INSTALL E7HAFOAM 220 PAD TO PREVENT U77LI77ES FROM BEARING ON WATER MAIN WHERE SEPARATION /S LESS THAN 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 7E SERVICE LINE. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 J. 1pm ra 32126 S FG/STER��c s/ o�"414 //2a/2-46 �• �CITY OF RENTON WASHINGTON U) 0 i W W x N W W ul Wj 2 ♦J y Q U) N �MM `MJ Q 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 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. SCALE: AS NOTED PL 0 T DATE: 112012026 BRAN J. DARROW, PE PROJECT MANAGER TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS NE14MS N � W KEY MAP 2 NOT TO SCALE 4 - i t t NE 127H Sr t 4 N£ 12TH ST W-423305 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL UTILITY 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-423306 NE 1 2TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23- 1 2 7 CITY OF RENTON WASHINGTON WATER PLAN QUEEN AVE NE JOB NUMBER 2 2- 3 5 4 SH T WA - 0 4 SHT 6 OF 2 7