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HomeMy WebLinkAboutW-423312cr) C'7 N N i■ i ©2026 ATWELL NO DATE BY 4 4 O Q EXISTING GROUND 440 EXISTING GROUND EXISTING GROUND J)WK J X ® P/PE TYPP/PE TYP �W~—W � k x ®P/PE TYP � — — — — 440 HORIZONTAL AND 440 440 — - 440 DEAD MAN ROTATED BENDS I p BLOC SHACKLED FROM 0 VAL VE TO DMB _ � 0 8ll DI �) s„ DI (TYP) ' � 0 r � O 430 TEE 430 tlE434. EX 4"" GAS 0000NNECTION C TEE TEE (ASSUMED TEE TEE I F/RE SEE DETAIL, SHEET WA-07 3' C0 DER) SD HYDRANT FIRE EX 8" WA lE 433.70 EX 8" WA HYDRANT CE 433.65 EX 2" GAS 430 4 3 0 4 3 0 —Ex 8,, SS CE 437.80 4 3 O - (ASSUMED 3" COVER) lE 431. a9 REDMOND AVE NE — NORTH REDMOND AVE NE — SOUTH SHEL TON A VE J CONNECTION C CONNECT/ON D CONNECT/ON E SCALE: 1 °=20' H, 1 11=51 V SCALE: 1 °=20' H, 1 °=5I V SCALE; 1 °=20' H, 1 °=5' V rn � EXISTING GROUND EL ® PIPE TYP o Ln co Ln co n Q0 O0 N Co 00 O O c6 r< cp c6 EXISTING GROUND EL ® PIPE TYP EXISTING GROUND x _ ®P /PE rYP 440 440 430 � 430 EXISTING GROUND .- — — ® PIPE TYP — — — — EXISTING GROUND W ®P/PE TYP 0 p --- 43O 430 0 8" DI (TYP) �2„ \ = THE 'Ip` 12"D f 12"" SO L7E-E 1 lE 425.12 12�(B=THE) 12"D TEE 430 1 p' 430 420 42O 1 I EX 8" WA EX 12 " SD FIRE J p CE 424.73 /E 425.02 HYDRANT CONNECTION F TEE] CONNECTION G 1 EX 4" GAS I � 3" COVE ) SEE DETAIL, SHEET WA-08 SEE DETAIL, SHEET WA-09 TEE (ASSUMED 12" WA CE UNKNOWN 4 Z O 12"" WA CE UNKNOWN 420 TOWN ON 12TH — WEST ENTRANCE TOWN ON 12TH — EAST ENTRANCE NE 11 TH PL CONNECTION F CONNECTION G CONNECTION H SCALE: 1 °=20' H, 1 °=51 V SCALE: 1 °=20' H, 1 °=51 V SCALE: 1 °=20' H, 1 ll=51 V REVISION EXISTING GROUND EL ® PIPE TYP d oo L o N oo co � EXIS77NG GROUND EL ® PIPE TYP N J . DAT W L r �PoF lop- N 866.850.4200 www.atwell-group.com P 32126 0 25 CENTRAL WAY, SUITE 400 F,p 01 STERN' G KIRKLAND, WA98033 S/0NAL �� 425.216.4051 //2a/2J6 EXISTING GROUND EL ® PIPE TYP ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G IN C. 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. SCALE: AS NOTED PL 0 T DATE: 112012026 % CITY OF R E N TO N BR/AN J. DARROW, PE �RJ PROJECT MANAGER WASHINGTON TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS W-423312 EXISTING UTILITY NOTE EX/STING UTILITIES ARE SHOWN /N THE APPROX/MAIF 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 EXISTING FACILITIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 13 NE 12TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23— 1 2 7 CITY OF RENTON WASHINOT13N WATER PROFILES I JOB NUMBER 2 2- 3 5 4 SHT W P-0 1 I SHT IS OF 27